S02 - PART 2 - CIVIL DRAWINGS 20260421.pdf

PDF 4 MB Posted Aug 13, 2026

Attached to: Z1DA--Upgrade Fire Alarm System Construction 676-22-110
Solicitation number: 36C25226B0014-1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Aug 13, 2026

These are final bid documents for a fire alarm system design and upgrade project at the Veterans Affairs Medical Center in Tomah, Wisconsin. The project, identified as 676-22-110, is being managed by the Office of Facilities Management with PCG serving as the project leader and consultants located at 1021 N. Superior Ave, Unit 11, Tomah, Wisconsin 54660. The documents are dated April 21, 2026.

The bid documents consist of civil site plans and details for the project. Drawing C001 provides the civil legend, general notes, and site information. Drawings C011 through C014 present partial site plans for the northwest, northeast, southwest, and southeast quadrants of the facility, showing building locations (including Buildings 40, 402, 405, 407, 409, 410, 411, 412, 420, 422, and 1223), utility connections, access points, and various keyed construction notes. Drawing C501 includes civil construction details such as silt fence specifications, temporary chain link fence and gate details, pipe bollard details, curb and gutter details, sidewalk details, asphalt details, and foundation wall details. The documents specify standard construction requirements, including site restoration, utility location procedures, and protective measures for existing infrastructure during the fire alarm system upgrade work.

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Other files

File	Type	Posted
S06 - Att 3 RFI Response A0003 Oct 6 2026.pdf	PDF	Oct 7, 2026
S06 - Att 2 Addendum No1 676-22-110 Upgrade Fire Alarm System 20260929.pdf	PDF	Oct 7, 2026
S06 - Att 1 Updates to Pages 3 and 11 of SOL 36C25226B0014.pdf	PDF	Oct 7, 2026
36C25226B0014 0003.docx	DOCX document	Oct 7, 2026
S06 - 36C25226B0014 0002.pdf	PDF	Sep 21, 2026
S06 - Site Visit Sign-in Aug 25 27-2026.pdf	PDF	Sep 4, 2026
S06 - RFI Response A0001 Sep 3 2026.pdf	PDF	Sep 4, 2026
S06 - Low Risk Locations - Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - High-Highest Risk Locations - Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - Infection Control 676-22-110 Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - Medium Risk Locations - Upgrade Fire Alarm 02.pdf	PDF	Sep 4, 2026
36C25226B0014 0001.docx	DOCX document	Sep 4, 2026
S02 - PART 6 - FIRE ALARM NEW PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - Wage Determination WI20260011 Building Mod 1 20260518.pdf	PDF	Aug 13, 2026
S02 - PART 1 - GENERAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 8 - FIRE ALARM NEW ONE-LINE DIAGRAMS 20260421.pdf	PDF	Aug 13, 2026
S02 - Bid Specifications_20260421.pdf	PDF	Aug 13, 2026
S02 - PART 7 - FIRE ALARM NEW PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 4 - FIRE ALARM DEMO PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 5 - FIRE ALARM DEMO ONE-LINE DIAGRAMS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 9 - ELECTRICAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 3 - FIRE ALARM DEMO PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - 36C25226B0014.docx	DOCX document	Aug 13, 2026

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C001

JMD

CIVIL

LEGEND, GENERAL NOTES,

AND SITE INFORMATION

HFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTS

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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 WORKSITE AND HAVE BEEN FOUND TO HAVE NEGATIVE SCREENING REACTIONS. 3. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. 4. 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. 5. ALL DISTURBED GRASS AREAS SHALL USE NEW SOD FOR RENEWAL OF GRASS. CONTRACTOR ALL DISTURBED GRASS AREAS SHALL USE NEW SOD FOR RENEWAL OF GRASS. CONTRACTOR SHALL PROVIDE 4" BROWN SCREENED TOPSOIL. GRADE TO MATCH EXISTING. SLOPE NEW GRADE AWAY FROM ALL BUILDINGS. CONTRACTOR SHALL PROVIDE WATERING OF RENEWAL SOD GRASS AREAS 3 TIMES PER WEEK FOR 8 WEEKS. 6. THE CONSTRUCTION STAGING AREA SHALL BE COMPLETELY WITHIN THE CONSTRUCTION FENCED IN THE CONSTRUCTION STAGING AREA SHALL BE COMPLETELY WITHIN THE CONSTRUCTION FENCED IN AREA AND LOCKED DURING OFF HOURS. ADDITIONAL SPACE IF REQUIRED SHALL BE COORDINATED WITH THE VA CONSTRUCTION MANAGER. THE GATE ACCESS TO THE CONSTRUCTION STAGING AREA SHALL REMAIN CLOSED AT ALL TIMES. 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 B23 ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN THE DESIGNATED AREA B23 GRAVEL AREA. 10. ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED AREA AS PROVIDED BY THE ONE CONSTRUCTION TRAILER MAY BE PARKED IN THE DESIGNATED AREA AS PROVIDED BY THE PROJECT COR OR CCR. ELECTRICAL HOOK UP SHALL BE THE CONTRACTORS RESPONSIBILITY AND COORDINATED WITH THE VA CCR. THE CONNECTION SHALL BE METERED. 11. TRAILER SHALL BE SECURED DOWN PER VA DIRECTION AND STANDARDS. TRAILER SHALL BE SECURED DOWN PER VA DIRECTION AND STANDARDS. 12. NO SANITARY OR WATER CONNECTIONS ALLOWED. NO SANITARY OR WATER CONNECTIONS ALLOWED. 13. CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONSTRUCTION TO MATCH EXISTING CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM CONSTRUCTION TO MATCH EXISTING CONDITIONS. 14. CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AT THE TOMAH VAMC ARE NOT BLOCKED OFF AND CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AT THE TOMAH VAMC ARE NOT BLOCKED OFF AND ARE UNUSABLE AT ALL TIME. 15. THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A PRIVATE UTILITY CONTRACTOR FOR THE THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A PRIVATE UTILITY CONTRACTOR FOR THE ENTIRE PROJECT AT ALL LOCATIONS REQUIRING EXCAVATION, DIRECTIONAL BORING, OR ANY SUB-SURFACE WORK TO LOCATE ALL BURIED UTILITIES PRIOR TO BELOW GRADE WORK BEGINNING IN EACH AREA. 16. ALL SITE RESTORATION, REGARDLESS OF TYPE OR SURFACE, MUST BEGIN WITHIN 10 DAYS OF ALL SITE RESTORATION, REGARDLESS OF TYPE OR SURFACE, MUST BEGIN WITHIN 10 DAYS OF THE WORK ACCEPTANCE BY THE VA COR AND/OR CCR AND BE COMPLETED 10 DAYS AFTER ACCEPTANCE.

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GENERAL NOTES:

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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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BILLBOARD

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WATER MANHOLE

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HYDRANT

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WATER VALVE

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MISCELLANEOUS MANHOLE

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TELEPHONE MANHOLE

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SANITARY MANHOLE

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SQUARE INLET

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ROUND INLET

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STORM MANHOLE

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POWER POLE

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ELECTRIC MANHOLE

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LIGHT POLE

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SIGN

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DECIDUOUS TREE

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CONIFEROUS TREE

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SHRUB

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SECTION CORNER

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BENCHMARK

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%%USURVEY INFORMATION LEGEND:

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MATCH EXISTING

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PVI = POINT OF VERTICAL INTERSECTION

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BVC = BEGIN VERTICAL CURVE

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EVC = END VERTICAL CURVE

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EC = END OF CURVE

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BC = BEGIN CURVE

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PI = POINT OF INTERSECTION

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L = LENGTH

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T = TANGENT

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SLOPE AS INDICATED

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EXISTING EMBANKMENT

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CONCRETE WALK

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PAVEMENT MARKINGS

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ASPHALTIC PAVEMENT

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GRASS

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CONCRETE

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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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SLOPE AS INDICATED

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NEW EMBANKMENT

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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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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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ROCKS

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SIGN

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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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POST OR GUARD POST

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ALUMINUM HANDRAIL

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CHAIN-LINK 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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= DELTA

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R = RADIUS

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CONCRETE WALK

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SPOT ELEVATION

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ROAD

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TREES (GENERAL)

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UNDERGROUND FIBER OPTIC

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UNDERGROUND WATER PIPING

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UNDERGROUND GAS PIPING

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SANITARY SEWER (SS)

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BURIED ELECTRIC LINE

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STORM SEWER (ST)

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EXISTING TO BE DEMOLISHED

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CURB AND GUTTER

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UNDERGROUND IRRIGATION PIPING

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IRR

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CONSTRUCTION FENCE

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CONTOUR LINE

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STORM CATCH BASIN MANHOLE

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CBMH

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MANHOLE

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INTERMITTANT CONTOUR LINE

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CONSTRUCTION LIMITS

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PROPOSED BUILDING IDENTIFICATION

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BOLLARD

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ROAD CONSTRUCTION ENTRANCE (TRACKING PAD)

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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/CONSTRUCTION ENTRANCE (TRACKING PAD)

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LEGEND:

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EXISTING EVERGREEN TREE TO RETAIN

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EXISTING DECIDUOUS TREE TO RETAIN

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EXISTING EVERGREEN/SHRUBS TO RETAIN

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EXISTING PLANTS TO RETAIN

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PROPOSED SHADE TREE

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PROPOSED ORNAMENTAL TREE

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PROPOSED EVERGREEN SHRUBS

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PROPOSED DECIDUOUS SHRUBS

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PROPOSED ORNAMENTAL GRASSES

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PROPOSED PERENNIALS

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UNDISTURBED EARTH/SOIL

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BURIED TELECOM LINE

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GATE/CONSTRUCTION ENTRANCE

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CULVERT

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POINT OF DEMOLITION/DISCONNECT

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POINT OF CONNECTION

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PROPOSED MULCH COVER

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PROPOSED ROCK COVER

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MANHOLE

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ELEC/COMM

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TUBULAR SEDIMENT FILTRATION

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SILT FENCE

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SILT FENCE

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VA FORM 08-6231, OCT 1978

C011

JMD

CIVIL SITE

SITE PLAN NORTHWEST

NEW WORK

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

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B404 PIV

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B403 PIV

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B402 PIV

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B424 PIV

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KEYED NOTES

AutoCAD SHX Text EXISTING FIRE ALARM TAMPER SWITCH FA DEVICE SHALL BE REMOVED BY FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR SHALL REMOVE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. CIVIL CONTRACTOR SHALL EXPAND THE EXISTING FOUNDATION PENETRATION AND FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. CIVIL CONTRACTOR SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. CIVIL CONTRACTOR TO PROVIDE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B423 TO B290. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B415 TO B421. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B295 TO B296. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE NEW CORE AND SLEEVE AT EXISTING FOUNDATION WALL. FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. SEAL PER SPECIFICATIONS. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B402 TO B451. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B403 TO B445. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. PROVIDE SILT FENCE AT OPEN TRENCHES OR ANY OPEN PIT FOR DIRECTIONAL BORING. REMOVE AND REPAIR PER SPECIFICATIONS, CIVIL WORK NOTES, AND DRAWING C001. POSSIBLE ARTIFACT AREA, STOP WORK IMMEDIATELY, NOTIFY THE VA COR AND CCR OF ANY INCIDENTAL FINDINGS. HAND DIGGING AND POT HOLING REQUIRED FOR INITIAL GROUND DISTURBANCE. NOTIFY COR 1 WEEK PRIOR TO START DATE OF THIS WORK. SEE DETAILS 8 AND 9 ON C501 FOR REQUIRED PIV PROTECTION CONCRETE AND BOLLARDS. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

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BLDG T70

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BLDG 52

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BLDG NO. T296

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BLDG NO. T295

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BLDG T290

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BLDG 403

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BLDG 415

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BLDG 423

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BLDG. 451

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BLDG. 445

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BLDG 421

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BLDG 404

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BLDG 424

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BLDG 402

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AutoCAD SHX Text NOTE: PROVIDE STORM INLET PROTECTION AT ALL INLET POINTS WITHIN 30'-0" OF CONSTRUCTION AREA DURING ENTIRE LENGTH OF CONSTRUCTION PERIOD. REMOVE WHEN WORK IS COMPLETE AND ACCEPTED WITH WRITTEN AUTHORIZATION BY THE TOMAH VA. SEE DETAILS ON CIVIL DETAIL DRAWING.

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%%UGENERAL CIVIL WORK NOTES:

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED). THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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AutoCAD SHX Text NOTE: THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A SPECIALIZED DEWATERING CONTRACTOR. THE GC AND DEWATERING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION. PREVIOUS SITE EVALUATION REPORTS HAVE NOTED THE GROUND WATER IN AND AROUND THE TOMAH VAMC CAMPUS SITE AS HIGH AS 3' TO 4' BELOW GRADE. ALL PENETRATIONS IN THE GROUNDWATER REQUIRE DEWATERING. PREVIOUS EVALUATION REPORTS RECOMMEND REMOVING GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS. THE DEWATERING CONTRACTOR MUST DEVELOP A DEWATERING PLAN FOR SUBMISSION AND REVIEW BY THE AE AND VA. GROUNDWATER REMOVAL SHALL BE PERFORMED BY THE DEWATERING CONTRACTOR. REVIEW ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS FOR DEWATERING REQUIREMENTS BEYOND THOSE LISTED HERE.

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SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

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SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

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SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

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SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

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SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text NOTE: CONTRACTOR TO PROTECT ALL CONSTRUCTION SITES ACTIVELY AND WORK WITH CONSTRUCTION TEMPORARY FENCE. SECURE PANELS TO EACH OTHER WITH BOLTED CONNECTORS. GATE OR ACCESS PANELS SHALL HAVE CHAINS WITH KEY LOCKS MATCHING G22 KEY USED BY TOMAH VA. GATE OR ACCESS SHALL BE SECURED 24/7.

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AC AC

O U

C012

JMD

CIVIL

SITE PLAN NORTHEAST

NEW WORK

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

AutoCAD SHX Text H

AutoCAD SHX Text

B411 PIV

AutoCAD SHX Text B452/B455 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

BLDG 411

AutoCAD SHX Text

BLDG 400

AutoCAD SHX Text

BLDG 407

AutoCAD SHX Text

BLDG 448

AutoCAD SHX Text

BLDG 447

AutoCAD SHX Text

BLDG 408

AutoCAD SHX Text

BLDG 410

AutoCAD SHX Text

BLDG 409

AutoCAD SHX Text

BLDG 412

AutoCAD SHX Text

B412 PIV

AutoCAD SHX Text

AutoCAD SHX Text B409 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. TYPICAL FOR 409, 410, 411, AND 412. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

B410 PIV

AutoCAD SHX Text

AutoCAD SHX Text B408 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

AutoCAD SHX Text B407 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

AutoCAD SHX Text B400 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

AutoCAD SHX Text B405 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

AutoCAD SHX Text B406 PIV, SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

BLDG 406

AutoCAD SHX Text

BLDG 455

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BLDG 452

AutoCAD SHX Text

BLDG 405

AutoCAD SHX Text

BLDG 425

AutoCAD SHX Text

BLDG 450

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text EXISTING FIRE ALARM TAMPER SWITCH FA DEVICE SHALL BE REMOVED BY FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR SHALL REMOVE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. CIVIL CONTRACTOR SHALL EXPAND THE EXISTING FOUNDATION PENETRATION AND FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. CIVIL CONTRACTOR SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. CIVIL CONTRACTOR TO PROVIDE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B407 TO B448. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B406 TO B446. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B406 TO B450. PROVIDE TRACER WIRE ABOVE CONDUIT. SEE DETAILS. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE NEW CORE AND SLEEVE AT EXISTING FOUNDATION WALL. FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. SEAL PER SPECIFICATIONS. CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT, RED IN COLOR FROM B400 TO EXISTING TRAMWAY. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. SAW CUT EXISTING PAVEMENT, EXCAVATE, PLACE CONDUIT, TRACER, BEDDING, COVER, REPAIR AND REPLACE ASPHALT PAVEMENT, AND MARK PAVEMENT IN 15 WORKING DAYS. PROVIDE STATE OF WISCONSIN AND MUTCD CONTROL DEVICES AND PROTECTION FOR OPEN EXCAVATION. PROVIDE CONSTRUCTION FENCING UNTIL ENTIRE EXCAVATION IS PAVED AND MARKED. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM EXISTING TRAMWAY TO B448. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. ALTERNATE - FOLLOW PROCEDURE AS STATED IN KEYED NOTE 10. HOWEVER, ONLY ONE-HALF OF THE INSTALLATION MAY HAPPEN AT ONCE, NORTH-HALF DRIVING LANE OR SOUTH HALF DRIVING LANE, AND THE INSTALLATION MUST HAPPEN IN TWO CONSECUTIVE WORKING WEEKS. ROUTE 2" RED RIGID CONDUIT THROUGH EXISTING TRAMWAY AT CEILING OF EXISTING STRUCTURE. PROVIDE FOUR (4) JUNCTION BOXES INSIDE EXISTING TRAMWAY. SECURE TO STRUCTURE. PROVIDE SILT FENCE AT OPEN TRENCHES OR ANY OPEN PIT FOR DIRECTIONAL BORING. REMOVE AND REPAIR PER SPECIFICATIONS, CIVIL WORK NOTES, AND DRAWING C001. PROTECT OPEN TRENCH WITH TRAFFIC PLATES.

AutoCAD SHX Text

BLDG 446

AutoCAD SHX Text

%%UGENERAL CIVIL WORK NOTES:

AutoCAD SHX Text

AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

AutoCAD SHX Text

1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

P-UE P-UE

P-UE

P-

P-UE

P-U

E P-U

P- U

E P-

U E

P- U

P-U E

P- U

E P-

U E

P- U

E P-

U E

P- U

E P-

U E

P-UE

C013

JMD

CIVIL

SITE PLAN SOUTHWEST

NEW WORK

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTS

NORTH

AutoCAD SHX Text

B401 PIV

AutoCAD SHX Text

B23 PIV

AutoCAD SHX Text

BLDG 260

AutoCAD SHX Text

BLDG. 402

AutoCAD SHX Text

BLDG 416

AutoCAD SHX Text

BLDG 406

AutoCAD SHX Text

BLDG 32

AutoCAD SHX Text

BLDG 401

AutoCAD SHX Text

BLDG 425

AutoCAD SHX Text

BLDG 446

AutoCAD SHX Text

OXYGEN STORAGE

AutoCAD SHX Text

BLDG. 451

AutoCAD SHX Text

BLDG NO. 23

AutoCAD SHX Text

BLDG NO. 25

AutoCAD SHX Text

BLDG NO. 15

AutoCAD SHX Text

BLDG NO. 18

AutoCAD SHX Text

BLDG NO. T240

AutoCAD SHX Text

BLDG NO. 240A

AutoCAD SHX Text

BLDG 450

AutoCAD SHX Text

B416 PIV

AutoCAD SHX Text

BLDG NO. 5

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BLDG NO. 6

AutoCAD SHX Text

BLDG 36

AutoCAD SHX Text

BLDG 40

AutoCAD SHX Text

BLDG T270

AutoCAD SHX Text

BLDG. 449

AutoCAD SHX Text

B32 PIV

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text EXISTING FIRE ALARM TAMPER SWITCH FA DEVICE SHALL BE REMOVED BY FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR SHALL REMOVE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. CIVIL CONTRACTOR SHALL EXPAND THE EXISTING FOUNDATION PENETRATION AND FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. CIVIL CONTRACTOR SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. CIVIL CONTRACTOR TO PROVIDE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B18 TO B240. PROVIDE TRACER WIRE ABOVE CONDUIT. SEE DETAILS. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B240 TO B240A. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT, RED IN COLOR FROM B40 TO B449. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE NEW CORE AND SLEEVE AT EXISTING FOUNDATION WALL. FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. SEAL PER SPECIFICATIONS. CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT, RED IN COLOR FROM B36 TO B260 AND B270. PROVIDE TRACER WIRE ABOVE CONDUIT. SEE DETAILS. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. SAW CUT EXISTING PAVEMENT, EXCAVATE, PLACE CONDUIT, TRACER, BEDDING, COVER, REPAIR AND REPLACE ASPHALT PAVEMENT, AND MARK PAVEMENT IN 5 WORKING DAYS. PROVIDE STATE OF WISCONSIN AND MUTCD CONTROL DEVICES AND PROTECTION FOR OPEN EXCAVATION. PROVIDE CONSTRUCTION FENCING UNTIL ENTIRE EXCAVATION IS PAVED AND MARKED. ONE-HALF OF ROADWAY MAY BE BLOCKED AT ANY ONE TIME. DIRECTIONAL BORE MAY BE USED UNDER ROADWAY. PROVIDE SILT FENCE AT OPEN TRENCHES OR ANY OPEN PIT FOR DIRECTIONAL BORING. REMOVE AND REPAIR PER SPECIFICATIONS, CIVIL WORK NOTES, AND DRAWING C001. SEE DETAILS 8 & 9 ON C501 FOR CONCRETE PAD AND BOLLARDS REQUIRED. REPAIR OPEN/CLOSED INDICATOR ON EXISTING PIV. PROVIDE NEW BREAKABLE LOCK AT EACH PIV, COORDINATE KEYS WITH COR AND CCR.

AutoCAD SHX Text

%%UGENERAL CIVIL WORK NOTES:

AutoCAD SHX Text

AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

AutoCAD SHX Text

1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

B15 PIV

AutoCAD SHX Text

AutoCAD SHX Text NOTE: CONTRACTOR PARKING AND STAGING AREA IS DESIGNATED THE GRAVEL AREA SOUTH OF B23 AS OUTLINED HERE.

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

C014

JMD

CIVIL

SITE PLAN SOUTHEAST

NEW WORK

HFB

1 1/64" = 1'-0"

PARTIAL SITE PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTS

NORTH

AutoCAD SHX Text

BLDG NO. 1

AutoCAD SHX Text

BLDG NO. 2

AutoCAD SHX Text

BLDG NO. T223

AutoCAD SHX Text

BLDG NO. 3

AutoCAD SHX Text

BLDG NO. 12

AutoCAD SHX Text

BLDG NO. 4

AutoCAD SHX Text

BLDG NO. 10

AutoCAD SHX Text

BLDG NO. 427

AutoCAD SHX Text

BLDG NO. T212

AutoCAD SHX Text

BLDG NO. 215

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text CIVIL CONTRACTOR SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. CIVIL CONTRACTOR TO PROVIDE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B1 TO B223. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM B10 TO B212. PROVIDE TRACER WIRE ABOVE CONDUIT. PRIVATE UTILITY LOCATOR CONTRACTOR BY GC TO LOCATE ALL BURIED UTILITIES. CIVIL CONTRACTOR TO PROVIDE NEW CORE AND SLEEVE AT EXISTING FOUNDATION WALL. FOLLOW SPECIFICATIONS FOR SIZE DIAMETER. PROVIDE A NEW SLEEVE THROUGH FOUNDATION WALL PER SPECIFICATIONS. SEAL PER SPECIFICATIONS. ALTERNATE PROCEDURE: CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT AS NOTED. ALTERNATE METHOD: SAW CUT EXISTING PAVEMENT, EXCAVATE, PLACE CONDUIT, TRACER, BEDDING, COVER, REPAIR AND REPLACE ASPHALT PAVEMENT, AND MARK PAVEMENT IN 5 WORKING DAYS. PROVIDE STATE OF WISCONSIN AND MUTCD CONTROL DEVICES AND PROTECTION FOR OPEN EXCAVATION. PROVIDE CONSTRUCTION FENCING UNTIL ENTIRE EXCAVATION IS PAVED AND MARKED. ENTIRE ROADWAY MAY BE BLOCKED. PROVIDE SILT FENCE AT OPEN TRENCHES OR ANY OPEN PIT FOR DIRECTIONAL BORING. REMOVE AND REPAIR PER SPECIFICATIONS, CIVIL WORK NOTES, AND DRAWING C001. PROTECT OPEN TRENCH WITH TRAFFIC PLATES. EXTEND T212 FIRE ALARM CONDUITS AND WIRING TO B427. PROVIDE WEATHER-TIGHT EXTERIOR CONDUIT FROM AND INTO EACH BUILDING. BURY WATERTIGHT CONDUIT 24" BELOW GRADE. EXTEND B427 FIRE ALARM CONDUITS AND WIRING TO B215. PROVIDE WEATHER-TIGHT EXTERIOR CONDUIT FROM AND INTO EACH BUILDING. BURY WATERTIGHT CONDUIT 24" BELOW GRADE.

AutoCAD SHX Text

%%UGENERAL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2026.