S06 - 676-22-122 Rep Elec Switchgear Addendum 01A_20250131.pdf
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- Attached to
- 6110--676-22-122 Replace Electrical Switchgear Federal contract opportunity
- Solicitation number
- 36C25225B0007
About this file
This is Addendum 01 to the solicitation for replacing electrical switchgear at the Tomah VA Medical Center in Wisconsin, project number 676-22-122. The addendum, dated January 31, 2025, modifies contract documents with changes to drawings and specifications.
The addendum includes modifications to 23 drawings and 5 specification sections. Key changes include extending dewatering areas, modifying diesel fuel piping requirements, correcting sheet number references, updating electrical connections and temporary generator configurations, and revising testing requirements. Notable specification changes affect sections covering testing laboratory services (014529), underground storage tank removal (026500), door hardware (087100), facility fuel oil systems (231000), and engine generators (263213). The addendum clarifies that the existing fuel storage tank is above ground rather than underground. For testing services, specific quantities are defined including 2 laboratory compaction tests, 8 field density tests, 9 concrete cylinder tests, and various other materials testing requirements.
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Text version
DEPARTMENT OF VETERANS AFFAIRS
TOMAH VA MEDICAL CENTER
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 1
ADDENDUM NO. 01
ISSUE DATE: January 31, 2025
Reference RFI Nos.: Pre-Bid RFIs
TITLE: Pre-Bid RFIs and Miscellaneous Clarifications.
The following instructions herein and the listed documents below are hereby modified to be incorporated as part of the contract documents.
This Addendum consists of
1. Narrative (6) Pages
2. Drawings (23) drawings were MODIFIED.
3. Specifications (5) specification sections were MODIFIED.
Revisions to the drawings and specifications listed below were required to incorporate
Addendum 01 into the contract documents.
CHANGES TO DRAWINGS (see attached full size sheets):
1. GC103 – PHASING PLANS
The following revisions are required:
a. ADD: Extend area of dewatering to near existing natural gas equipment pad and to the east, dewatering pipe heads north past the transformers and connects to the dewatering header before the dewatering pump. (Keyed Note 17)
2. CD101 – CIVIL SITE PLAN - DEMOLITION
The following revisions are required:
a. ADD: To Keyed Note 7 add sentence to reference the Dewatering as shown on drawing CS101.
3. CS101 – CIVIL SITE PLAN – NEW WORK
The following revisions are required:
a. ADD: Extend area of dewatering to near existing natural gas equipment pad and to the east, dewatering pipe heads north past the transformers and connects to the dewatering header before the dewatering pump. (Keyed Note 13)
b. MODIFY: Correct sheet number at detail reference at new stoop to
S102.
c. MODIFY: Remove Keyed Note 2 to read as follows: NEW DIESEL
FUEL UNDERGROUND DOUBLE CONTAINMENT PIPING,
SIGNAL AND ELECTRICAL LINES TO CONCRETE PAD.
PIPING IS 1" DIA. SUPPLY AND RETURN PIPES. SEE
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 2
SECTION 231000, 3.7 FOR TRACER WIRE REQUIREMENTS
OVER INSULATED PIPES AND CONDUITS.
d. MODIFY: Remove Keyed Note 7 to read as follows: PIPING
AND CONDUIT TO GO THROUGH EXTERIOR WALL DOWN
TO UNDERGROUND. SEE DETAIL 2 ON C502 FOR PIPE
TRANSITION SUMP.
e. ADD: Add Keyed Note 7, arrow, and transition sump as follows:
Add Keyed Note 7 and transition sump at the Generator Building
Addition Diesel Fuel Pipe entrance and at the New Concrete Fuel
Storage Tank Equipment Pad.
f. MODIFY: Remove Keyed Note 8 from equipment pad at transformer. Refer to Detail 1/C502 as noted elsewhere.
g. ADD: Add Keyed Note 23; PROVIDE 4” THICK CONCRETE
PAD AROUND FUEL PIPE TRANSITION CONTAINMENT, 2’-
6” X 3’-6”.
4. CS102 – CIVIL SITE PLAN – NEW WORK
The following revisions are required:
a. MODIFY: Keyed Note 1 to use the existing ductbank conduits for routing the new wiring from B415 to B36. Coordinate with COR and/or CCR before starting.
b. DELETE: Delete previous Keyed Note 2 entirely.
c. ADD: Add new modified Keyed Note 2 (formally Keyed Note 3) that states to use the existing ductbank conduits for routing the new wiring from B415 to B36. Coring and sealing of the existing B36 wall are no longer required and are both removed.
d. MODIFY: Keyed Note 4 is renumbered to Keyed Note 3 without change to its wording.
e. DELETE: Delete Keyed Note 5.
f. MODIFY: Keyed Note 6 is renumbered to Keyed Note 4 without changes to its wording.
5. C501 – CIVIL – DETAILS
The following revisions are required:
a. MODIFY: Detail 1 for all references to an 84” tall fence, change to
72”.
6. C502 – CIVIL – DETAIL
The following revisions are required:
a. DELETE: Detail 2.
b. ADD: Detail 2. Use new edited detail that adds the required transition sump at each end of the buried diesel fuel piping.
c. MODIFY: Detail 3, NOTE 6: allows geo-fabric below 3” crushed stone, GC must fully and completely restore the site regardless of track pad materials used.
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 3
d. MODIFY: Detail 10, Change pipe depth dimension from 6’ to 1’-6”.
e. DELETE: Detail 10, Delete note (FROST PENETRATION MIN.).
7. S101 – STRUCTURAL DEMOLITION PLAN
The following revisions are required:
a. MODIFY: All detail and Keyed Note references to Sheet S100 have been corrected to S101.
8. S102 – STRUCTURAL FOUNDATION PLAN
The following revisions are required:
a. MODIFY: Detail 3, slab ledge at foundation wall has been eliminated.
b. MODIFY: Detail 7, foundation at stoop has been modified to match
Section 2/S201.
c. MODIFY: All detail and Keyed Note references to Sheet S101 have been corrected to S102.
9. S103 – STRUCTURAL ROOF FRAMING PLAN
The following revisions are required:
a. MODIFY: Detail 3, closure angle has been added to roof parapet wall detail, similar to Detail 5.
b. MODIFY: Detail 2, 3, & 5, added size and anchoring for closure angles.
c. MODIFY: Detail 7, added note to verify existing wall is grouted, and if not, solid grout end cell.
d. MODIFY: All detail and Keyed Note references to Sheet S102 have been corrected to S103.
10. S201 – STRUCTURAL BUILDING SECTIONS AND DETAILS
The following revisions are required:
a. MODIFY: All detail references have been updated for the correct sheet.
b. MODIFY: Sections 1 and 2, slab ledge at foundation wall has been eliminated.
11. AD101 – ARCHITECTURAL GROUND FLOOR AND ROOF PLANS –
DEMOLITION
The following revisions are required:
a. MODIFY: Keyed Note references to Sheet S100 been corrected to
S101.
12. AS101 – ARCHITECTURAL GROUND FLOOR AND ROOF PLANS –
NEW WORK
The following revisions are required:
a. MODIFY: Keyed Note 2 has been revised to refer to detail 1/C502.
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 4
b. ADD: General Note 5 has been added to require contractor to seal new and existing penetrations in fire rated construction.
13. A301 – ARCHITECTURAL BUILDING SECTIONS
The following revisions are required:
a. MODIFY: Top of foundation wall has been modified in Sections 1 and 2 to incorporate brick ledge as shown in structural details.
14. A501- ARCHITECTURAL DETAILS
The following revisions are required:
a. MODIFY: Top of foundation wall has been modified in Details 7 and
8 to incorporate brick ledge as shown in structural details.
15. A502- ARCHITECTURAL DETAILS
The following revisions are required:
a. REMOVE: Eliminated Detail 1 for equipment pad since it is not used in project.
16. MH101- MECHANICAL GROUND FLOOR & ROOF PLANS – NEW
WORK
The following revisions are required:
a. MODIFY: Add the Diesel Fuel Pipe Transition Sump, extend diesel fuel pipes out of Generator Room, MC responsible for installation to top of Transition Sump. Paint pipes yellow.
b. MODIFY: Keyed Note 6 is changed to include demarcation of responsibilities and required work for contractors.
c. ADD: Add Keyed Note 25.
d. ADD: Add 4” concrete pad around the Diesel Fuel Pipe Transition
Sump.
17. M701 – MECHANCIAL DIAGRAMS
The following revisions are required:
a. MODIFY: DIAGRAM 1 AND DIAGRAM 3; Add Transition Diesel
Fuel Pipe Sump to each.
18. ED101 – ELECTRICAL GROUND FLOOR PLAN – DEMOLITION
The following revisions are required:
a. MODIFY: Remove existing disconnects and replace one.
19. EP101 - ELECTRICAL OVERALL BUILDING PLAN – NEW WORK
The following revisions are required:
a. MODIFY: Connections to temporary generators and building power.
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 5
20. EP102 - ELECTRICAL GROUND FLOOR & SECTIONS – NEW WORK
The following revisions are required:
a. MODIFY: Eliminate main service plug on exterior.
b. ADD: General note 5.
21. EL101 - ELECTRICAL GROUND FLOOR AND ROOF LIGHTING PLAN
The following revisions are required:
a. MODIFY: Clarification to fixtures to be relocated.
22. E601 - ELECTRICAL ONE-LINE DIAGRAM & ELEVATIONS
The following revisions are required:
a. ADD: ATS to temporary generator configuration. Add disconnect for transformer in electrical room. Clarification to breakers associated with generator.
b. MODIFY: Disconnect to be used on exterior of building. Change note 6.
23. E602 - ELECTRICAL ONE-LINE DIAGRAM & ELEVATIONS
The following revisions are required:
a. MODIFY: Lighting fixture schedule description.
CHANGES TO SPECIFICATIONS (see attached specification sections):
1. 014529 TESTING LABORATORY SERVICES
a. MODIFY: Paragraph 3.18 indicating “Approximate Number of Tests
Required” has been updated.
2. 026500 UNDERGROUND STORAGE TANK REMOVAL
a. ADD: 1.1 Summary, A. Section Includes, 5. Existing fuel storage tank for this project is an above ground storage tank. Follow the requirements stated in this specification section.
3. 087100 DOOR HARDWARE
a. MODIFY: Paragraph 3.5, Hardware Set SH-3 has been modified for an exterior security door.
b. MODIFY: Part 2 – Products: Paragraphs that pertain to new
Hardware Set have been added; paragraphs that no longer pertain to new.
4. 231000 FACILITY FUEL OIL SYSTEMS
a. REPLACE: Remove the previous specification section 23 10 00
Facility Fuel Oil Systems in its entirety and replace it with this newly edited and revised 23 10 00 Facility Fuel Oil Systems.
500 E. VETERANS STREET
TOMAH, WI 54660
PROJECT NAME: REPLACE ELECTRICAL SWITCHGEAR
VA PROJECT NO: 676-22-122
ADDENDUM 01
Page | 6
5. 263213 ENGINE GENERATORS
a. ADD: Part 1 – Related Work, Reference Section 010000 General
Requirements for training.
b. ADD: Part 1 – Performance requirements, including the maintenance, replacement, and training on temporary generator(s).
END OF ADDENDUM NO. 01
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 1/8" = 1'-0"
FLOOR PLAN - PHASE 1
NORTH
2 1/8" = 1'-0"
FLOOR PLAN - PHASE 2
NORTH
3 1/8" = 1'-0"
FLOOR PLAN - PHASE 3
NORTH
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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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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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ADDENDUM 1
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AutoCAD SHX Text 01-31-25
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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 1/4" = 1'-0"
SITE PLAN
NORTH
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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. SEE DRAWING CS101 FOR PROPOSED DEWATERING PLAN. 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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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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VA FORM 08-6231, OCT 1978
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ADDENDUM 1
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01-31-25
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 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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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 DOUBLE CONTAINMENT 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 FOR PIPE TRANSITION SUMP. 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 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. PROVIDE 4" THICK CONCRETE PAD AROUND FUEL PIPE TRANSITION SUMP CONTAINMENT, 2'-6" X 3'-6".
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GENERAL NOTES
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1. REFER TO PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE 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 CAMPUS 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, CONTROL, 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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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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EXISTING CONCRETE PAD
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GRASS
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REQUIRED EXIT
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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
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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CONSTRUCTION SIGN, SEE DETAIL 3 ON DWG C501
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SAFETY SIGN, SEE DETAIL 5 ON DWG C501
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3000 GALLON DIESEL FUEL TANK
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NEW ADDITION
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UE
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UE
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FOS
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FOR
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T-1 TRANSFORMER
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WARNING SIGN, SEE DETAIL 4 ON DRAWING C501
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AutoCAD SHX Text NEW SECURITY FENCE AROUND FUEL STORAGE TANK, 6" FROM CONCRETE EQUIPMENT PAD EDGE, SEE DETAIL 7 ON DRAWING C502
AutoCAD SHX Text NEW SECURITY FENCE AROUND FUEL STORAGE TANK, 6" FROM CONCRETE EQUIPMENT PAD EDGE, SEE DETAIL 7 ON DRAWING C502
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NEW 48" FENCE GATE AT FUEL STORAGE TANK, SEE DETAIL 7 ON DRAWING C502
AutoCAD SHX Text NEW FUEL STORAGE EQUIPMENT PAD, ELEVATION TO MATCH LARGE EXISTING EQUIPMENT PAD ELEVATION, SEE DETAIL 9 ON DRAWING C502. PROVIDE CONTROL JOINTS AT HALF DIMENSION OF PAD EACH WAY
AutoCAD SHX Text NEW TRANSFORMER EQUIPMENT PAD, ELEVATION TO MATCH EXISTING PAD, SEE DETAIL 1 ON DRAWING C502
AutoCAD SHX Text PROVIDE 2 YARDS OF TOPSOIL TO FILL LOW SPOT, GRADE EVEN WITH EXISTING NATURAL GAS PAD AWAY FROM NEW SIDEWALK, PROVIDE GRASS PER SPECIFICATIONS
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AutoCAD SHX Text PROVIDE TOPSOIL ALL AROUND NEW FUEL STORAGE TANK PAD, GRADE AWAY FROM NEW PAD AND BLEND WITH EXISTING GRADE, PROVIDE GRASS PER SPECIFICATIONS
AutoCAD SHX Text PROVIDE TOPSOIL ALL AROUND NEW FUEL STORAGE TANK PAD, GRADE AWAY FROM NEW PAD AND BLEND WITH EXISTING GRADE, PROVIDE GRASS PER SPECIFICATIONS
AutoCAD SHX Text PROVIDE TOPSOIL ALL AROUND NEW GENERATOR ROOM ADDITION, GRADE AWAY FROM ADDITION AND BLEND WITH EXISTING GRADE, MINIMUM 10 FEET FROM ADDITION FOR TOP SOIL BLEND, PROVIDE GRASS PER SPECIFICATIONS
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AutoCAD SHX Text RESTORE EXISTING GRADE FROM DAMAGE BY CONSTRUCTION WORK, PROVIDE ADDITIONAL TOPSOIL AND BLEND WITH EXISTING GRADE, PROVIDE GRASS PER SPECIFICATIONS, TYPICAL WITHIN CONSTRUCTION FENCING AND AT CONSTRUCTION ENTRANCE MAT.
AutoCAD SHX Text RESTORE EXISTING GRADE FROM DAMAGE BY CONSTRUCTION WORK, PROVIDE ADDITIONAL TOPSOIL AND BLEND WITH EXISTING GRADE, PROVIDE GRASS PER SPECIFICATIONS, TYPICAL WITHIN CONSTRUCTION FENCING AND AT CONSTRUCTION ENTRANCE MAT.
AutoCAD SHX Text RESTORE EXISTING GRADE FROM DAMAGE BY CONSTRUCTION WORK, PROVIDE ADDITIONAL TOPSOIL AND BLEND WITH EXISTING GRADE, PROVIDE GRASS PER SPECIFICATIONS, TYPICAL WITHIN CONSTRUCTION FENCING AND AT CONSTRUCTION ENTRANCE MAT.
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SLOPE
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SLOPE
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ALTERNATE
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ALTERNATE
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TRAILERED DEWATERING PUMP
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NEW CONCRETE STOOP, SEE DRAWING S102, DETAIL 7 FOR REQUIREMENTS
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TYPICAL
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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312011, 3.2, B. FOR ADDITIONAL INFORMATION. ALSO SEE DEWATERING SPECIFICATION SECTION 31 23 19. THE GEOTECHNICAL EVALUATION REPORT IS ATTACHED AS AN APPENDIX TO THE SPECIFICATIONS AND PROVIDES MANY REFERENCES AND DETAILED INFORMATION ON GROUND WATER IN AND AROUND THE CONSTRUCTION SITE. BORINGS WERE PERFORMED IN JULY 2023. IN THE REPORT, SECTION 7. GROUNDWATER CONDITIONS, THERE IS INFORMATION ON SITE GROUNDWATER DEPTH. A DEWATERING SECTION IS INCLUDED IN SECTION 8.5 GENERALIZED CONSTRUCTION CONSIDERATIONS. EXCAVATE TO DEPTH REQUIRED FOR INSTALLATION OF FOUNDATION. THE GROUNDWATER DEPTH AND DEWATERING WILL BE REQUIRED. REMOVE GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS AND A DEWATERING. THE CONTRACTOR SHALL DEVELOP A DEWATERING PLAN FOR REVIEW. PROVISIONS TO REMOVE GROUNDWATER ARE CLEARLY DESCRIBED IN 312319 DEWATERING SECTION OF THE SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW THE ENTIRE GEOTECHNICAL EVALUATION REPORT AND ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS.
AutoCAD SHX Text PROVIDE ACCESS LADDER AT EACH END OF FUEL STORAGE TANK, SECURE TO CONCRETE EQPT PAD
AutoCAD SHX Text PROVIDE 36" WIDE CATWALK/PLATFORM TO ACCESS PIPES, VENTS, DEVISES, CONTROLS, CONTROL POINTS, AND ACCESSORIES AT TOP OF FUEL STORAGE TANK.
AutoCAD SHX Text FUEL STORAGE TANK PROVIDER/SUPPLIER SHALL COORDINATE SUPPORT POINTS FOR CATWALK/PLATFORM. OPPOSITE SIDE SHALL HAVE SUPPORTS AT CONCRETE EQPT PAD.
AutoCAD SHX Text SEE SPECIFICATION SECTION 231000 FUEL OIL SYSTEMS AND 055000 METAL FABRICATIONS FOR DETAILS OF MANUFACTURING/PROVIDING THE REQD ACCESS CATWALK/PLATFORM AND LADDERS FOR THE NEW FUEL STORAGE TANK.
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PROVIDE PERIMETER EROSION CONTROL ALL-AROUND THE TANK PAD, SEE DETAIL 4 ON C502.
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VA FORM 08-6231, OCT 1978
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ADDENDUM 1
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AutoCAD SHX Text 01-31-25
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BU
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BUILDING NO. 36
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CS102
DMWHFB
1 1"=40'-0'
PARTIAL SITE PLAN
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Approved: Project Director
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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
NORTH
CIVIL
SITE PLAN - FIRE DEPARTMENT
CABLE ROUTE
2 1/8"=1'-0'
B36 FLOOR PLAN
NORTH
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GRAVEL
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CONC SIDEWALK
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ASPHALT
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GRASS
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GRASS
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GRASS
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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GRAVEL
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GRAVEL
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CONC SIDEWALK
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CONC SIDEWALK
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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SEE DETAIL 2 ON THIS SHEET FOR CONTINUATION
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SEE DRAWING EP101 FOR CONTINUATION OF CONDUIT AND WIRING IN B415.
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1. REFER TO SHEETS E001 AND C001 FOR GENERAL NOTES, SYMBOLS AND REFER TO SHEETS E001 AND C001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH PROJECT PHASING. ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH PROJECT PHASING. 3. SHUTDOWNS AND SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH SHUTDOWNS AND SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH COR AND SHALL BE APPROVED IN WRITING BY COR PRIOR TO WORK BEING PERFORMED. A 3 WEEK ADVANCE NOTICE IS REQUIRED FOR ANY UTILITY SHUTDOWN.
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GENERAL NOTES:
AutoCAD SHX Text PROVIDE NEW SIGNAL WIRING FROM GENERATOR ANNUNCIATOR PANEL TO EXISTING GENERATOR MONITORING PANEL IN B36 (FIRE STATION). SEE SHEET EP102 FOR SIGNAL DETAILS. PRIOR TO INSTALLATION VALIDATE ROUTING WITH VA COR AND/OR CCR. USE EXISTING BURIED DUCTBANK CONDUITS AS SHOWN. ROUTE UP EXTERIOR WALL, THROUGH EXISTING CONDUITS. ROUTE THROUGH EXISTING FIRE DEPARTMENT AND STORAGE BAYS. CONNECT TO EXISTING FIRE DEPARTMENT MONITORING COMPUTER STATION. SEE EP101. COORDINATE WITH FIRE DEPARTMENT STAFF, PROJECT COR, AND PROJECT CCR FOR DROP FROM ABOVE CEILING ROUTE DN WALL AND CONNECTION TO FIRE DEPARTMENT MONITORING EQPT.
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KEYED NOTES
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1. UPON COMPLETION OF CABLE INSTALLATION FOR EACH SYSTEM UPON COMPLETION OF CABLE INSTALLATION FOR EACH SYSTEM THROUGHOUT THE BUILDING, TUNNELS, AND UNDERGROUND PATHWAYS, THE CONTRACTOR SHALL COMPLETE THE TRANSITIONING OF NEW CABLING. EXISTING CABLING SHALL BE DISCONNECTED AND ABANDONED IN PLACE. 2. CUT-OVER TO NEW CABLING IS RESPONSIBILITY OF CONTRACTOR. ALL CUT-OVER TO NEW CABLING IS RESPONSIBILITY OF CONTRACTOR. ALL CABLING IS TO BE TESTED FOR FUNCTIONALITY PRIOR TO CUT-OVER TO NEW CABLING.
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STAGING NOTES
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MECHANICAL
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MACHINERY
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STORAGE AREA
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STORAGE
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LOFT
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EQUIPMENT
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PARKING
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MAINTENANCE
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BAY
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EQUIPMENT/
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AUTO REPAIR
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BEDROOM
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FIRE TRUCK
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BAY
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OFFICE
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TOILET
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KITCHEN/
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REC ROOM
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EMERGENCY
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GENERATOR
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EMERGENCY
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VAN BAY
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FIRE TRUCK
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BAY
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UP TO WOOD JOIST INSIDE AREA 116
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ROUTE AT BOTTOM OF WOOD JOISTS
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DOWN FROM AREA 116 SUPPORT STRUCTURE TO BAY 114 CEILING
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AT CEILING STRUCTURE
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ABOVE CEILING TILES
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AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
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AutoCAD SHX Text one and one half inches = one foot
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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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ADDENDUM 1
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AutoCAD SHX Text 01-31-25
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TEMPORARY CHAIN LINK FENCE DETAIL
SCALE: NTS
CONSTRUCTION SIGN DETAIL
SCALE: NTS
SAFETY SIGN DETAIL
SCALE: NTS
WARNING SIGN DETAIL
SCALE: NTS
TEMPORARY SILT FENCE DETAIL
SCALE: NTS
C501
JMD
CIVIL
DETAILS
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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ROUND CORNERS
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AND EDGES OF
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GALV. STEEL SHEET
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2X4 WOOD FRAME
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PROVIDE GALVANIZED
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CLAMP TO SECURE SIGN TO
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CONSTRUCTION FENCE, TYP
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TOP & BOTTOM.
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CONSTRUCTION FENCE
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SUPPORT POST
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3' X 3' 24 GAGE GALV. STEEL
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SHEET, SECURE TO WOOD
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FRAME W/ GALV. NAILS
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PRIME & PAINT ALL SURFACES
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OF CONSTRUCTION SIGN,
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PAINT WITH 2 COATS OF HIGH
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GLOSS METAL PAINT, PROVIDE
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2" WIDE BLACK BORDER OVER
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WHITE PAINT
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SIGN CONSTRUCTION & MOUNTING
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REQUIRED SIGN INFORMATION
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GENERAL CONTRACTORS
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NAME
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CONTRACTOR'S PHONE
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NUMBER
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COR'S NAME
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COR'S PHONE NUMBER
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BLACK BORDER
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SIGN WIDTH 3'-0"
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SIGN HEIGHT 3'-0"
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PROJECT TITLE IN BLUE PAINT,
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4" HIGH LETTERS
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CONTRACTOR'S NAME &
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NUMBER IN BLACK PAINT, 2"
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HIGH LETTERS
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COR'S NAME & NUMBER, 2"
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HIGH BLACK LETTERS
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SIGN WIDTH 3'-0"
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SIGN HEIGHT 3'-0"
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NOTE: SEE 1.29 OF SECTION 01 00 00 GENERAL REQUIREMENTS
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ZERO
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IN ON SAFETY
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2" HIGH
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2" HIGH
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2" HIGH
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1-1/2" HIGH
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