Replace Electrical Switchgear 100BD Drawings_Updated_20231121.pdf
PDF 25 MB Posted
- Attached to
- 6110--676-22-122 Replace Electrical Switchgear Federal contract opportunity
- Solicitation number
- 36C25225B0007
About this file
This file appears to be a technical drawing package related to replacing electrical switchgear at facility 100BD for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12. Based on the filename and context, these are updated engineering/architectural drawings dated November 21, 2023, that provide technical specifications and diagrams for the electrical switchgear replacement project. Without access to view the actual drawings, I cannot provide details about the specific electrical plans, schematics, dimensions, or other technical information contained within.
The drawings are associated with solicitation number 36C25225B0007 for project 676-22-122 to replace electrical switchgear equipment, though the specific project location and facility details are not provided in the metadata.
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Text version
PROJECT NO.: 676-22-122
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
REPLACE ELECTRICAL SWITCHGEAR B415
SHEET NUMBER SHEET NAME
PENN CONSTRUCTION GROUP
GENERAL INFORMATION
GI001 TITLE SHEET
GI001
KAB
TITLE SHEET
HFB
3770 South Pennsylvania Avenue
Unit 8
St. Francis, WI 53235
ISSUED FOR
35% SD
3/13/2023
ISSUED FOR
65% DD
8/7/2023
X
ISSUED FOR
95% CD
8/30/2023
ISSUED FOR
FINAL BID
10/4/2023
ISSUED FOR
CONST
3770 South Pennsylvania Avenue
Unit 8
St. Francis, WI 53235
3770 South Pennsylvania Avenue
Unit 8
St. Francis, WI 53235
ELECTRICAL
PENN CONSTRUCTION GROUP
3770 South Pennsylvania Avenue
Unit 8
St. Francis, WI 53235
NORTH
SITE PLAN
PROJECT
LOCATION
ARCHITECTURAL
AD101 ARCHITECTURAL GROUND FLOOR AND ROOF PLANS -
DEMOLITION
GC101
A001 ARCHITECTURAL LEGENDS, ABBREVIATIONS, AND NOTES
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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
AS101 ARCHITECTURAL GROUND FLOOR AND ROOF PLANS - NEW
WORK
ELECTRICAL
ED101 ELECTRICAL GROUND FLOOR PLAN - DEMOLITION
EP101 ELECTRICAL OVERALL BUILDING PLAN - NEW WORK
E601
MECHANICAL
MD101
MECHANICAL GROUND FLOOR AND ROOF PLANS -
DEMOLITION
MH101
M601
A401 ARCHITECTURAL EXTERIOR ELEVATIONS
X
X
X
X
E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS
M001
MECHANICAL LEGEND AND ABBREVIATIONS
MECHANICAL GROUND FLOOR AND ROOF PLANS - NEW
WORK
MECHANICAL SCHEDULES
A501 ARCHITECTURAL DETAILS X
X
X
X
X
X
ELECTRICAL ONE LINE DIAGRAM & ELEVATIONS X
EP102 ELECTRICAL GROUND FLOOR & SECTIONS - NEW WORK
E602 ELECTRICAL SCHEDULES X
M701
MECHANICAL CONTROL POINTS LIST
M501
MECHANICAL DETAILS
X
X
X
X
X
X
ISSUED FOR
35% SD
7/14/2023
X
CIVIL
CD101 CIVIL SITE PLAN - DEMOLITION
C001 CIVIL LEGENDS AND GENERAL NOTES
CS101 CIVIL SITE PLAN - NEW WORK
C501 CIVIL DETAILS
STRUCTURAL
S102 STRUCTURAL FOUNDATION PLAN
S103 STRUCTURAL ROOF FRAMING PLAN
A301 ARCHITECTURAL BUILDING SECTIONS
X
X
X
X
X
X
X
X
X
X
X
X
X
E501 ELECTRICAL DETAILS
X
X
X
X
X
X
X
M301
MECHANICAL SECTION
PLUMBING
P001
PLUMBING LEGEND, ABBREVIATIONS AND NOTES
PLUMBING BASEMENT AND GROUND FLOOR PLAN -
DEMOLITION
PD101
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
A502 ARCHITECTURAL DETAILS
X
X
X
X
X
X
X
X
X
GC102 INFECTION CONTROL - GENERAL NOTES AND PLAN
LIFE SAFETY FLOOR PLAN
X X X
A701 ARCHITECTURAL INTERIOR ELEVATIONS X
EL101 ELECTRICAL GROUND FLOOR & ROOF LIGHTING PLANS X
C502 CIVIL DETAILS
S101 STRUCTURAL DEMOLITION PLANS
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PLUMBING BASEMENT AND GROUND FLOOR PLAN -
NEW WORK
PL101
X
X
X
CS102 CIVIL SITE PLAN - FIRE DEPARTMENT CABLE ROUTE X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GC103 PHASING PLANS
S201 STRUCTURAL BUILDING SECTIONS AND DETAILS
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
X
X
X
S001 STRUCTURAL GENERAL NOTES
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231, OCT 1978
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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
KEY PLAN
PROJECT LOCATION
B415
GC101
KAB
GENERAL
LIFE SAFETY FLOOR PLAN
HFB
1/4" = 1'-0"
LIFE SAFETY PLAN
NORTH
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: PUMP ROOM: 592 SF 592 SF SF BOILER ROOM 4,319 SF 4,319 SF 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.
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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.
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PERTINENT OSHA SAFETY REQUIREMENTS.
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EMERGENCY
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GENERATOR
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LABORATORY
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CONTROL
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ROOM
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BOILER RM.
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UP
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FD
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FD
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FD
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FD
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ELECTRICAL
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ROOM
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DN
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FD
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FD
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FD
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FD
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UP
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UP
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SUMP PUMP
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SUMP PUMP
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FE
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FE
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SANDBLASTER
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WORK TABLE W/ VISE
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WORK TABLE W/ DRILL
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WORK TABLE
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GRINDER
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UP
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FD
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FD
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FD
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FD
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FD
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EXIST 3"FD IN TRENCH
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EXIT TRAVEL DISTANCE FROM MEZZANINE = 144'-3"
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MEZZANINE COMMON PATH OF TRAVEL = 43'-0"
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DIAGONAL DISTANCE BETWEEN EXITS = 99'-0"
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DIAGONAL DISTANCE = 134'-3"
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EXIT TRAVEL DISTANCE FROM EMERGENCY GENERATOR ROOM = 73'-3"
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EXIT TRAVEL DISTANCE = 17'-3"
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AutoCAD SHX Text 6"
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GC102
KAB
GENERAL
INFECTION CONTROL
GENERAL NOTES AND PLAN
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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
KEY PLAN
PROJECT LOCATION
B415
INFECTION CONTROL GENERAL NOTES:
INFECTION CONTROL RISK ASSESSMENT:
1/2" = 1'-0"
ICB-2
6 MIL. POLY CRITICAL BARRIER
1/2" = 1'-0"
GROUND FLOOR PLAN
AutoCAD SHX Text
6 MIL. POLY CRITICAL BARRIER CEILING PENETRATION
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NOTE: ALL CORNERS TO BE 90 DEGREE ANGLE WITH NO RADIUS
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FLOOR
AutoCAD SHX Text SEAL ALL CRACKS WITH DUCT TAPE & 6 MIL. POLY CRITICAL BARRIER OVER DOORS & WINDOWS
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6 MIL. POLY OVER EQUIPMENT OR FURNISHING
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6 MIL. POLY WALL OPENING CRITICAL BARRIER
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WALL PROTRUSION SEAL WITH DUCT TAPE ALL SIDES
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CEILING
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ZIPPED ACCESS DOOR IN POLY WALL
AutoCAD SHX Text A
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EMERGENCY
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GENERATOR
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ELECTRICAL
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ROOM
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SUMP PUMP
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FD
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BOILER RM.
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LEGEND:
AutoCAD SHX Text INFECTION CONTROL BARRIER PER CLASS REQUIREMENTS. SEE INFECTION CONTROL DESIGN NOTES THIS SHEET.
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AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231, OCT 1978
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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. 14. A PORTION OF THE CORRIDOR MAY BE MADE AVAILABLE TO CREATE AN INFECTION CONTROL AREA; HOWEVER, A MINIMUM OF 3'-6" MUST BE MAINTAINED OPEN FOR THE MOVEMENT OF PERSONNEL. THE CORRIDOR WILL NOT BE CLOSED OFF.
N
GC103
KABHFB
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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
KEY PLAN
PROJECT LOCATION
B415
GENERAL
PHASING PLANS
1/8" = 1'-0"
FLOOR PLAN - PHASE 1
NORTH
1/8" = 1'-0"
FLOOR PLAN - PHASE 2
NORTH
1/8" = 1'-0"
FLOOR PLAN - PHASE 3
NORTH
AutoCAD SHX Text
PHASING NOTES
AutoCAD SHX Text PHASE 1: INSTALL THE TEMPORARY FENCING AND GATES. INSTALL THE ENTRANCE TRACK PAD. INSTALL THE EROSION CONTROL FENCING. INSTALL TEMPORARY GENERATORS AND PANELS. INSTALL TEMPORARY EXTERIOR LIGHTING. PHASE 2: ALL LARGE PIECES OF EXISTING EQUIPMENT SCHEDULED TO BE REMOVED SHALL BE TURNED OVER TO THE VA. ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH MUST BE ONSITE BEFORE DEMOLITION OF EXISTING SWITCHGEAR/TRANSFER SWITCH BEGINS. PROVIDE TEMPORARY GENERATORS WITH SAME VOLTAGE RATING OF THE NEW GENERATOR, AND MAKE FULL AND COMPLETE CONNECTIONS TO THE EXISTING/NEW SWITCHGEAR/TRANSFER SWITCH. TRANSFORMER MAY BE REMOVED ONCE NEW, APPROVED TRANSFORMER IS ONSITE. DISCONNECT EXISTING LOOP TRANSFORMER T-429-2 FROM UTILITY. COORDINATE SHUT-OFF OF POWER FEED FROM EXISTING TRANSFORMER 5-430. BEFORE EXISTING FUEL TANK IS REMOVED, GC MUST PROVIDE TEMPORARY FUEL TANK(S) WITH PUMPS AND CONNECTIONS READY TO USE. NO VA TOMAH FUEL SHALL BE USED WITHOUT WRITTEN APPROVAL FROM VA TOMAH COR AND VA TOMAH MAINTENANCE SUPERVISOR. ALL COSTS FOR VA FUEL SHALL BE PRORATED AT THE PROJECT CLOSEOUT. REMOVE FUEL TANK AND PIPING. TEST AND ABATE SOIL AT FUEL TANK. REMOVE EXISTING MECHANICAL EQUIPMENT (ROOF HOOD, LOUVER) AS SHOWN IN MECHANICAL DEMO PLANS. REMOVE EXISTING GENERATOR. REMOVE EXISTING ROOFING, STRUCTURAL FRAMING, EXTERIOR WALL, CONCRETE SLAB, AND INTERIOR COMPONENTS AS SHOWN IN DEMO PLANS. SET UP DEWATERING WELL POINTS, PIPING, TRAILER MOUNTED PUMP, AND DISCHARGE PIPING TO THE EXISTING SEWER. PHASE 3: GENERATOR SKID MUST FIT THROUGH RADIATOR LOUVER ROUGH OPENING AND/OR ROOF AIR INTAKE OPENING FOR INSTALLATION AND FUTURE REMOVAL. CONSTRUCT BUILDING ADDITION AND MEP SYSTEMS. INSTALL NEW ELECTRICAL SYSTEMS (TRANSFORMER, GENERATOR, PANELS, CONDUIT). INSTALL NEW MECHANICAL SYSTEMS (A/C, UNIT HEATER, CONTROLS, LOUVER, FANS). INSTALL NEW FUEL TANK AND PIPING. REMOVE TEMPORARY EQUIPMENT. GRADE, SEED, AND RESTORE SITE. REMOVE CONSTRUCTION FENCE AND EROSION CONTROL. NOTE: SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION
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AutoCAD SHX Text A
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SUMP PUMP
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SANDBLASTER
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WORK TABLE W/ VISE
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WORK TABLE
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GRINDER
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FD
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EXIST 3"FD IN TRENCH
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EXISTING EQUIPMENT PAD
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EXISTING ELEC. SWITCH
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SUMP PUMP
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SANDBLASTER
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WORK TABLE W/ VISE
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WORK TABLE
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GRINDER
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FD
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EXIST 3"FD IN TRENCH
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EXISTING EQUIPMENT PAD
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EXISTING ELEC. SWITCH
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FD
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FD
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SUMP PUMP
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SUMP PUMP
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SANDBLASTER
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WORK TABLE W/ VISE
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WORK TABLE
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GRINDER
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EXIST 3"FD IN TRENCH
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EXISTING STEAM TUNNEL
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EXISTING ELEC. SWITCH
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NEW EQPT PAD, FUEL STORAGE TANK, FENCE, AND ACCESS PLATFORM
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NEW TRANSFORMER
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NEW BURIED FUEL, ELEC AND SIGNAL LINES
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GEN BLDG ADDITION
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VA FORM 08-6231, OCT 1978
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CB-003
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01-14-22
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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
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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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OR
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OR
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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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WORK PHASING NOTES:
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1. ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH MUST BE ONSITE BEFORE DEMOLITION ALL COMPONENTS OF THE SWITCHGEAR/TRANSFER SWITCH MUST BE ONSITE BEFORE DEMOLITION OF EXISTING SWITCHGEAR/TRANSFER SWITCH BEGINS. 2. GENERATOR SKID MUST FIT THROUGH RADIATOR LOUVER ROUGH OPENING AND/OR ROOF AIR GENERATOR SKID MUST FIT THROUGH RADIATOR LOUVER ROUGH OPENING AND/OR ROOF AIR INTAKE OPENING FOR INSTALLATION AND FUTURE REMOVAL. 3. TRANSFORMER MAY BE REMOVED ONCE NEW, APPROVED TRANSFORMER IS ONSITE. TRANSFORMER MAY BE REMOVED ONCE NEW, APPROVED TRANSFORMER IS ONSITE. 4. IF EXISTING GENERATOR SET IS REMOVED OR UNUSABLE, GC MUST PROVIDE A STANDBY IF EXISTING GENERATOR SET IS REMOVED OR UNUSABLE, GC MUST PROVIDE A STANDBY GENERATOR WITH THE SAME VOLTAGE RATING OF THE NEW GENERATOR, AND MAKE FULL AND COMPLETE CONNECTIONS TO THE EXISTING/NEW SWITCHGEAR/TRANSFER SWITCH. 5. WHEN EXISTING FUEL TANK IS REMOVED, GC MUST PROVIDE TEMPORARY FUEL TANK(S) WITH WHEN EXISTING FUEL TANK IS REMOVED, GC MUST PROVIDE TEMPORARY FUEL TANK(S) WITH PUMPS AND CONNECTIONS READY TO USE. NO VA TOMAH FUEL SHALL BE USED WITHOUT WRITTEN APPROVAL FROM VA TOMAH COR AND VA TOMAH MAINTENANCE SUPERVISOR. ALL FUEL COSTS SHALL BE PRORATED AT THE PROJECT CLOSEOUT. 6. MAINTAIN ACCESS TO ONE SIDE ALL DRIVES FOR EMERGENCY TRAFFIC AT ALL TIMES. MAINTAIN ACCESS TO ONE SIDE ALL DRIVES FOR EMERGENCY TRAFFIC AT ALL TIMES. 7. WHEN A LANE OF TRAFFIC IS CLOSED, PROVIDE FLAGMEN DIRECTING PUBLIC TRAFFIC. WHEN A LANE OF TRAFFIC IS CLOSED, PROVIDE FLAGMEN DIRECTING PUBLIC TRAFFIC. 8. WHEN A PORTION OF A ROAD IS CLOSED, PROVIDE NOTICE TO COR TWO WEEKS IN ADVANCE, FOR WHEN A PORTION OF A ROAD IS CLOSED, PROVIDE NOTICE TO COR TWO WEEKS IN ADVANCE, FOR VA POLICE COORDINATION. 9. PROVIDE TEMPORARY LIGHTS ON POLES OR PORTABLE GENERATOR LIGHTS SETS, 2 MIN. WHILE PROVIDE TEMPORARY LIGHTS ON POLES OR PORTABLE GENERATOR LIGHTS SETS, 2 MIN. WHILE TEMPORARY GENERATORS AND FUEL TANK ARE ON STANDBY DURING THE PROJECT.
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TRAFFIC CONTROL NOTES:
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1. ROADWAY AND PEDESTRIAN TRAVEL PATH SIGNAGE AND PROTECTIVE DEVICES SPECIFIED IN THE ROADWAY AND PEDESTRIAN TRAVEL PATH SIGNAGE AND PROTECTIVE DEVICES SPECIFIED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) GUIDELINES FOR CONSTRUCTION. (HTTPS://WWW.OSHA.GOV/DOC/HIGHWAY_WORKZONES/MUTCD/ AND HTTP://WWW.DOT.WISCONSIN.GOV/BUSINESS/ENGRSERV/DOCS/WMUTCD.PDF, PART 6) 2. WHEN ROADS CLOSED, PROVIDE SIGNAGE: WHEN ROADS CLOSED, PROVIDE SIGNAGE: DETOUR, WITH ARROW CAUTION CONSTRUCTION AHEAD ROAD WORK AHEAD SIDEWALK CLOSED 3. RELOCATE EXISTING SIGNS ON CONCRETE BASES TO LOCATIONS WHERE SHOWN BY COR. RELOCATE EXISTING SIGNS ON CONCRETE BASES TO LOCATIONS WHERE SHOWN BY COR. 4. PROVIDE LANE CLOSURE ON TWO-LANE ROAD USING FLAGGERS (REFERENCE MUTCD FIGURE PROVIDE LANE CLOSURE ON TWO-LANE ROAD USING FLAGGERS (REFERENCE MUTCD FIGURE TA-10). 5. WORK AT THE VA SHALL BE CONSIDERED URBAN LOW-SPEED TWO-WAY SINGLE-LANE, AND SHALL WORK AT THE VA SHALL BE CONSIDERED URBAN LOW-SPEED TWO-WAY SINGLE-LANE, AND SHALL ALWAYS REQUIRE TWO FLAGMEN, WHETHER CONTRACTORS BLOCK ONE LANE OR JUST WORK ON THE SHOULDER. ONLY ONE LANE MAY BE BLOCKED AT ANY ONE TIME. FIGURE TA-10 TEMPORARY SIGNAGE IS REQUIRED. TAPERED ZONE MAY BE 40' ON CAMPUS. BARREL SPACING SHALL NOT EXCEED 10' O.C. 6. NIGHT AND WEEKEND WORK HOURS REQUIRE PRIOR APPROVAL BY VA FROM SUBMITTED REQUESTS NIGHT AND WEEKEND WORK HOURS REQUIRE PRIOR APPROVAL BY VA FROM SUBMITTED REQUESTS 5 WORKING DAYS IN ADVANCE. 7. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS, IF CONTRACTOR ELECTS TO FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS, IF CONTRACTOR ELECTS TO PERFORM WORK AT NIGHT. 8. CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO CHANNELIZING DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 9. THE ROAD WORK AHEAD AND THE END ROAD WORK SIGNS MAY BE OMITTED FOR THE ROAD WORK AHEAD AND THE END ROAD WORK SIGNS MAY BE OMITTED FOR SHORT-DURATION OPERATIONS. 10. PROVIDE FLASHING WARNING LIGHTS FOR NIGHT WORK. PROVIDE FLASHING WARNING LIGHTS FOR NIGHT WORK.
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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 CRANE LIFT AREA SHALL BE WITHIN THE CONSTRUCTION LIMITS, PROTECTED BY THE THE CRANE LIFT AREA SHALL BE WITHIN THE CONSTRUCTION LIMITS, PROTECTED BY THE TEMPORARY CONSTRUCTION FENCE AND LOCKED DURING OFF HOURS. DAILY CRANE WORKING HOURS ARE 8:00 A.M. TO 4:40 P.M. 7. 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. 8. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY. 9. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA. 10. 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. 11. NO SANITARY OR WATER CONNECTIONS ALLOWED. NO SANITARY OR WATER CONNECTIONS ALLOWED. 12. 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. 13. 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. 14. THERE IS NO VA PARKING FOR CONSTRUCTION PERSONNEL. CONTRACTORS AND THERE IS NO VA PARKING FOR CONSTRUCTION PERSONNEL. CONTRACTORS AND SUB-CONTRACTORS MUST PROVIDE THEIR OWN PARKING FOR THE DURATION OF THE PROJECT. 15. 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. 16. THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, IN PART, UPON THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, IN PART, UPON INFORMATION FURNISHED BY THE VA, UTILITY COMPANIES, AND THE LOCAL MUNICIPALITY. 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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GENERAL NOTES:
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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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
KEY PLAN
PROJECT LOCATION
B415
CD101
JMD
CIVIL
SITE PLAN - DEMOLITION
HFB
1/4" = 1'-0"
SITE PLAN
NORTH
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SANDBLASTER
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WORK TABLE
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GRINDER
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KEYED NOTES
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AutoCAD SHX Text REMOVE EXISTING 1000 GALLON DIESEL FUEL TANK, PIPING, DEVICES, CONTROLS, AND SUPPORTS COMPLETE. THIS CONTRACTOR TO PROVIDE SOIL ANALYSIS AT EXISTING FUEL STORAGE TANK. BIDDER SHALL ADD AN ALLOWANCE OF $7,500.00 FOR 50 YARDS OF SOIL REMEDIATION PENDING RESULTS OF REQUIRED SOIL TESTING. REMOVE LADDER ACCESS TO TOP OF DIESEL FUEL TANK. REMOVE EXISTING 6" DIA BOLLARDS, TYP OF 10. REMOVE EXISTING DIESEL FUEL UNDERGROUND PIPING, SENSORS AND DEVICES COMPLETE. REMOVE CONCRETE STOOP COMPLETE. EXISTING TRANSFORMER REMOVED BY EC. CONTRACTOR TO PROVIDE SHORING AND DEWATERING FOR NEW ADDITION, EXISTING STRUCTURE AND UTILITIES. SEE SPECIFICATIONS SEE SPECIFICATIONS FOR SHORING REQUIREMENTS, 01000, 013526, 033000, 053600, 312011, 329999, 334000, 334613 AND 336300. REMOVE ONE BOLLARD AT ELEC AND LPG INTO B415. SAW CUT EXISTING CONC PAD, ALIGN CUT WITH EXIST WALL. REMOVE EQUIPMENT PAD BELOW TRANSFORMER T-429-1, COORDINATE WITH ELECTRICAL CONTRACTOR WORKING AT TRANSFORMER T-429-1. TWO (2) TEMPORARY GENERATORS AND ONE (1) 800 GALLON DIESEL FUEL SUPPLY TANK, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE UTILITY LOCATION OF EXISTING BURIED ELECTRICAL AND LPG FUEL PIPING PRIOR TO EXCAVATION. PERFORM EXPLORATORY DIG TO FIELD VERIFY LOCATIONS. PROVIDE VERIFIED LOCATION INFORMATION TO VA COR, VA CCR AND AE. REQUIRED AT TWO LOCATIONS, AT BUILDING ADDITION AND AT FUEL/ELECTRICAL CROSSING EXISTING ELECTRICAL TO B52. PROVIDE SUPPORT OF EXISTING ELECTRICAL CABLE WHEN EXCAVATED AND EXPOSED. SEE DETAIL 4 ON DRAWING C502 FOR DEWATERING NOTES. ALSO SEE SPECIFICATION SECTION 312319 DEWATERING. PROVIDE TWO 12' TEMPORARY LIGHT POLES WITH 3' MAST ARM & LED LIGHTS, WITH LIGHT SENSOR ACTIVATION. ALTERNATE: TWO PORTABLE GENERATOR LIGHT SETS MAY BE USED IN LIEU OF LIGHT POLES. PORTABLE GENERATORS MUST BE OPERABLE BY VA PERSONNEL WHEN NEEDED. RESTORE AND REPAIR SITE TO PRE-CONSTRUCTION EXISTING CONDITIONS AT PROJECT CLOSEOUT. SEE DWG. CS101 FOR ADDITIONAL INFORMATION.
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GENERAL NOTES
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1. REFER TO PHASING PLANS. ALL WORK TO BE DONE IN REFER TO PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL PLANS FOR ADDITIONAL NEW WORK. ALL WORK FOR WALL, CEILING AND FLOOR ASSEMBLIES NECESSARY TO FACILITATE COMPLETE MEP SYSTEM IS PART OF THE CONTRACTOR'S SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NEW CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS STEAM AND CONDENSATE SERVICE TO MAINTAIN CONTINUOUS STEAM AND CONDENSATE SERVICE TO CAMPUS BUILDINGS AND ALL SPACES IN BUILDING 415 NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR FOR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN NOTICE FOR ALL CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN NOTICE FOR ALL PARTIAL OR TOTAL PLANT SHUTDOWNS. 6. PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, PLANS AND SECTIONS MAY NOT SHOW ALL REQUIRED PIPE, CONTROL, POWER AND SYSTEM CONNECTIONS TO BOILERS, PUMPS, FANS, HVAC TERMINAL UNITS, MUAU, CONTROL DEVICES AND VALVES. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND ARCHITECTURAL DEMOLITION AND NEW PLANS, DETAILS, AND DIAGRAMS FOR CONNECTIONS TO EQUIPMENT. 7. PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA REPRESENTATIVE FOR PROVIDE 3 WEEK WRITTEN NOTICE TO THE VA REPRESENTATIVE FOR ANY INTERRUPTION OF THE FIRE ALARM SYSTEM OR SIGNAL TO THE FIRE DEPARTMENT, CONSTRUCTION RELATED ROAD CLOSURES OR CONFINED SPACE WORK.
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EXISTING CONCRETE PAD
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EXISTING CONCRETE PAD
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EXISTING FENCE
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EXISTING BOILER PLANT
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EXISTING BURIED LPG AND ELECTRIC
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EXISTING 8" NG PIPING
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EXISTING LPG VAPORIZER
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EXISTING LPG VAPORIZER
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EXISTING BURIED ELECTRICAL FEED LINE
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EXISTING BURIED ELECTRICAL FEED LINE TO EXISTING WAREHOUSE B52
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1000 GALLON DIESEL FUEL TANK
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EXISTING GENERATOR BUILDING
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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REQUIRED EXIT
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GRASS
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GRASS
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GRASS
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GRASS
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EXISTING CONCRETE PAD
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GRASS
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AutoCAD SHX Text APPROXIMATELY 600 SQUARE FEET OF AREA MEASURED 5 FEET FROM THE EXISTING FUEL STORAGE TANK ALL AROUND AND 3 FEET DEEP (INCLUDING AREA UNDER EXISTING CONCRETE PAD)
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REQUIRED EXIT
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EXCAVATION AREA FOR NEW ADDITION
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ALIGN
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EXISTING FENCE GATE 5' HIGH
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EXISTING CONC PAD TO REMAIN
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EXISTING ELEC DISCONNECT SWITCHES ON EXT. WALL TO REMAIN
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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TEMPORARY CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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PROPOSED CONTRACTOR LAY DOWN AREA.
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PROPOSED CONTRACTOR LAY DOWN AREA.
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SILT FENCE, SEE DETAIL 2 ON DRAWING C501
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TEMPORARY GENERATOR TRAILER
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TEMPORARY GENERATOR TRAILER
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TEMPORARY GENERATOR FUEL STORAGE TANK
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TEMPORARY CONSTRUCTION TRACK PAD AT ENTRANCE, SEE DETAIL 3 ON DRAWING C502
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AutoCAD SHX Text WARNING SIGN ON TEMPORARY CHAIN LINK FENCE, SEE DETAIL 4 ON DWG C501, TYP EVERY 50 LINEAL FEET OF FENCE.
AutoCAD SHX Text WARNING SIGN ON TEMPORARY CHAIN LINK FENCE, SEE DETAIL 4 ON DWG C501, TYP EVERY 50 LINEAL FEET OF FENCE.
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ALTERNATE
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CONSTRUCTION SIGN, SEE DETAIL 3 ON DWG C501
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SAFETY SIGN, SEE DETAIL 5 ON DWG C501
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ALTERNATE
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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
D
C
B
A
97 8654321
Tomah, Wisconsin
676-22-122
Office of
Facilities
Management
100% BID DOCUMENTS
OCTOBER 4, 2023
CONSULTANTS:
500 E VETERANS ST
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
UNSPRINKLERED
Replace Electrical
Switchgear B415
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
KEY PLAN
PROJECT LOCATION
B415
JMD
CIVIL
SITE PLAN - NEW WORK
HFB
1/4" = 1'-0"
SITE PLAN
NORTH
CS101
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SANDBLASTER
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WORK TABLE W/ VISE
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WORK TABLE W/ DRILL
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WORK TABLE
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GRINDER
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EXIST 3"FD IN TRENCH
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KEYED NOTES
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AutoCAD SHX Text PROVIDE NEW 3000 GALLON DIESEL FUEL TANK, BASIS OF DESIGN MODERN WELDING COMPANY MODEL N0. MHC-D3-3000. NEW DIESEL FUEL UNDERGROUND PIPING, SIGNAL AND ELECTRICAL LINES TO CONCRETE PAD. PIPING IS 1" DIA. SUPPLY AND RETURN PIPES. SEE SECTION 231000, 3.7 FOR TRACER WIRE REQUIREMENTS OVER INSULATED PIPES AND CONDUITS. CONTINUATION OF NEW DIESEL FUEL PIPING, SENSORS, AND DEVICES FROM CONCRETE PAD TO NEW DIESEL FUEL TANK. SEE MECHANICAL DRAWINGS FOR MORE DETAILS. PROVIDE NEW CONCRETE PAD FOR NEW TRANSFORMER, ELEVATION TO MATCH EXISTING PAD. SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. AND SEE TRANSFORMER PAD DETAIL 1 ON SHEET C502. PROVIDE PIPING AND ELECTRICAL CONDUITS SUPPORTS, SIMILAR TO MIRO 20 BASE STRUT-4, SECURE EACH SUPPORT TO CONC PAD WITH 4-1/2"X1-1/2" CONC. SCREW ANCHORS. (2) 1" CONDUITS UNDERGROUND TO NEW DIESEL TANK MONITORING. SEE SECTION 231000, 3.7 FOR TRACER WIRE REQUIREMENTS OVER INSTALLED PIPES AND CONDUITS. PIPING AND CONDUIT TO GO THROUGH EXTERIOR WALL DOWN TO UNDERGROUND. SEE DETAIL 2 ON C502. PROVIDE NEW 5'-0" WIDE CONCRETE SIDE WALK. SEE DETAIL 8 ON DRAWING C502. ELEVATION TO MATCH STOOP. PROVIDE NEW STOOP, ELEVATION TO MATCH INTERIOR FLOOR. SEE STRUCTURAL DRAWINGS AND DETAILS FOR REQUIREMENTS. TWO (2) TEMPORARY GENERATORS AND ONE (1) 800 GALLON DIESEL FUEL SUPPLY TANK, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROTECT DEWATERING HOSE WHILE IN USE. PROVIDE SINGLE CHANNEL PROTECTOR FOR EXPECTED TRAFFIC LOAD CROSSING HOSE. PROVIDE DEWATERING MOBILE GENERATOR AND PUMP DURING EXCAVATION. SYSTEM PER SPECS BY CONTRACTOR. PROVIDE DEWATERING WELL POINTS AND PIPE CONNECTIONS ROUTED TO DEWATERING PUMP. SYSTEM TO PER SPECS BY CONTRACTOR. OUTLET OF PUMP TO SANITARY SEWER. PIPES AND CONDUITS UP AT EDGE OF CONCRETE PAD. TEMPORARY LIGHT POLE WITH LIGHT STANDARD. ALTERNATE: PORTABLE LIGHT GENERATOR WITH RETRACTABLE LIGHT SET. VACUUM EXCAVATION REQUIRED TO LOCATE BURIED ELECTRICAL AND LP GAS PIPING BEFORE SETTING DEWATERING WELL POINTS. VACUUM OR HAND EXCAVATION REQUIRED TO LOCATE BURIED ELECTRICAL LINES BEFORE SETTING BOLLARDS. SEE DETAIL 5 ON DRAWING C502 FOR BOLLARDS. SEE DETAIL 6 ON DRAWING C502 FOR REMOVABLE BOLLARDS. SEE SPECIFICATION SECTION 231000 FACILITY FUEL OIL SYSTEMS FOR ALL COMPONENTS, DEVICES, EQUIPMENT, AND ACCESSORIES REQUIRED FOR A COMPLETE ABOVE GROUND STEEL TANK WITH PLATFORM, STAIRS, AND LADDER, HAND RAIL, COATINGS, PAINTING, CONNECTIONS, TANK MAN HOLES, INTERNAL LADDER, WEAR PLATES, LIFTING LUGS, EMERGENCY VENTS, VENTS, PIPING ACCESSORIES, VALVES, FITTINGS, LEAK DETECTION SYSTEM, SENSORS, TANK FLUID LEVEL MONITORS AND ALARMS, FUEL OIL QUALITY MAINTENANCE SYSTEMS, INSTALLATION AND TESTING, ALARM SYSTEMS, AND START UP AND TESTING REQUIREMENTS. PROVIDE ENVIRONMENTAL FUEL SPILL PROTECTION BELOW EACH TEMPORARY GENERATOR AND TEMPORARY FUEL STORAGE TANK. PROVIDE THREE INDIVIDUAL OR ONE LARGE, PORTABLE, POP-UP SPILL CONTAINMENT BERM SIMILAR OR EQUIVALENT TO BERMPAC POP-UP SPILL CONTAINMENT BERM. OIL-DIESEL FUEL ONLY SPILL KIT IN 95-GALLON OVERPACK SALVAGE DRUM, UV PROTECTED DRUM, SIMILAR OR EQUIVALENT TO PIG BRAND WITH SAFETY YELLOW HIGH VISIBILITY 95-GALLON COVER, COVER IS UV PROTECTED, HIGH VISIBILITY, DURABLE COVER FOR 95-GALLON OVERPACK SPILL KIT. SPILL KIT IS CAPABLE OF ABSORBING 52 GALLONS OF OIL-DIESEL FUEL. SIZE, 31.38" DIAMETER BY 41.5" HIGH.
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GENERAL NOTES
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1. REFER TO PHASING PLANS. ALL WORK TO BE DONE IN REFER TO PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL PLANS FOR ADDITIONAL NEW WORK. ALL WORK FOR WALL, CEILING AND FLOOR ASSEMBLIES NECESSARY TO FACILITATE COMPLETE MEP SYSTEM IS PART OF THE CONTRACTOR'S SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NEW CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS STEAM AND CONDENSATE SERVICE TO MAINTAIN CONTINUOUS STEAM AND CONDENSATE SERVICE TO CAMPUS BUILDINGS AND ALL SPACES IN BUILDING 415 NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR FOR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN NOTICE FOR ALL CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN NOTICE FOR ALL PARTIAL OR TOTAL PLANT SHUTDOWNS. 6.
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