Drawings Generator Building 1EA 1WA Final.pdf

PDF 13 MB Posted Apr 16, 2025

Attached to: N061--631-18-003 Correct Deficiency Generator Buildings 1WA, 1EA Award Notice
Solicitation number: 36C24125R0038
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Apr 18, 2025

This file contains construction design drawings for correcting deficiencies in Generator Buildings 1EA and 1WA at the VA Central Western Massachusetts Healthcare System located in Leeds, Massachusetts. The comprehensive set of technical drawings covers multiple disciplines including civil, architectural, mechanical, electrical, and site planning aspects for two generator buildings, with detailed plans for demolition, renovation, site modifications, utility connections, and infrastructure upgrades.

The drawings, prepared by DuBois & King Inc. on September 30, 2024, provide extensive technical specifications for replacing existing generator systems, modifying exhaust stacks, updating electrical distribution systems, and performing site restoration. Key technical elements include detailed mechanical and electrical plans, panel schedules, automatic transfer switch configurations, metering system diagrams, and civil site details such as utility connections, drainage, and pavement modifications. The project scope involves precise engineering documentation for replacing critical infrastructure components while maintaining existing facility operations.

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Other files

File	Type	Posted
C01_36C24125C0071_SAM Award Notice.pdf	PDF	Aug 4, 2025
28 31 00.pdf	PDF	May 9, 2025
36C24125R0038_Amendment 0002.pdf	PDF	May 9, 2025
26 36 23.01.pdf	PDF	May 9, 2025
36C24125R0038_amendment 1.pdf	PDF	Apr 29, 2025
631-18-003 sign-in.pdf	PDF	Apr 29, 2025
Past Performance Questionnaire (2).pdf	PDF	Apr 29, 2025
Correct Deficiencies Generator Buildings 1WA 1EA Full Specifications Final.pdf	PDF	Apr 16, 2025
36C24125R0038_Solicitation.docx	DOCX document	Apr 16, 2025
36C24125R0038_Pre-Solicitation Notice.docx	DOCX document	Mar 12, 2025

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GI001

COVER SHEET

W.H.H. S.R.M.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS.

SEPT 30, 2024

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT DEFICIENCY

GENERATOR BUILDINGS 1EA,1WA

VA CWM

631-18-003

Project Director

SEPT 30, 2024Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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CORRECT DEFICIENCY GENERATOR

DEPARTMENT OF VETERANS AFFAIRS

LEEDS, MASSACHUSETTS 01053

PROJECT: 631-18-003

CENTRAL WESTERN MASSACHUSETTS

HEALTHCARE SYSTEM

421 N. Main St.

Leeds MA, 01053

S SS

S S

STST

CAMPUS MAP

60 69

13S T11

BUILDINGS, 1EA, 1WA

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RET WALL

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SHED

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SIGN

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GAS

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MHD

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GAS

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MET

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GAS

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MET

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PIPE

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VENT

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PIPE

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VENT

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MANHOLE

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EXHAUST

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GORDON H. MANSFIELD VETERANS VILLAGE

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RESIDENT BUILDINGS

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AutoCAD SHX Text 17' ±

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EDGE OF GRAVEL ROAD

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WOODS

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LAWN

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LAWN

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GRAVEL ACCESS

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AutoCAD SHX Text 1481.06'

AutoCAD SHX Text N81°49'18"E

AutoCAD SHX Text 690.00'

AutoCAD SHX Text S60°10'42"E

AutoCAD SHX Text 670.00'

AutoCAD SHX Text S17°40'42"E

AutoCAD SHX Text 1260.00'

AutoCAD SHX Text S2°39'17"W

AutoCAD SHX Text 439.47'

AutoCAD SHX Text S81°26'37"W

AutoCAD SHX Text 712.34'

AutoCAD SHX Text S81°55'46"W

AutoCAD SHX Text 475.92'

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=9°26'01" R=3355.65' T=276.88' L=552.50' CHD.=S29°14'41"E 551.88'

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=15°07'37" R=1489.36' T=197.76' L=393.21' CHD.=N46°08'43"W 392.07'

AutoCAD SHX Text N53°42'32"W 89.43'

AutoCAD SHX Text N53°42'32"W

AutoCAD SHX Text 664.99'

AutoCAD SHX Text N53°42'32"W 67.08'

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CONC. WALK

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STORMWATER BASIN

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BACK HILL ROAD

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FRONT HILL ROAD

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FRONT HILL ROAD

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OUTER LOOP ROAD

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OUTER LOOP ROAD

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OUTER LOOP ROAD

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INNER LOOP ROAD

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INNER LOOP ROAD

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OUTER LOOP ROAD

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NORTH MAIN STREET (MA-9)

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NORTH MAIN STREET (MA-9)

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TP-12

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TP-10

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FRONT HILL ROAD

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DY/4"

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WATER LINE

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GAS LINE

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FRONT HILL ROAD

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NEW 1:20 RAMP

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AutoCAD SHX Text MAIN LEGEND - BUILDING NUMBERS 1 LIBERTY BUILDING LIBERTY BUILDING 1C GENERATOR BUILDING GENERATOR BUILDING 1EA GENERATOR BUILDING GENERATOR BUILDING 1EW GENERATOR BUILDING GENERATOR BUILDING 2 MEADOW BUILDING MEADOW BUILDING 3 MAPLE BUILDING MAPLE BUILDING 4 HORIZON BUILDING HORIZON BUILDING 4A GENERATOR BUILDING GENERATOR BUILDING 5 PINE BUILDING PINE BUILDING 6 CASCADES BUILDING CASCADES BUILDING 6A GENERATOR BUILDING GENERATOR BUILDING 7 LAKE BUILDING LAKE BUILDING 7A SWITCHGEAR BUILDING SWITCHGEAR BUILDING 8 RIVER BUILDING RIVER BUILDING 8A SWITCHGEAR BUILDING SWITCHGEAR BUILDING 9 HARBOR BUILDING HARBOR BUILDING 9A BROOK BUILDING BROOK BUILDING 11 MOUNTAIN BUILDING MOUNTAIN BUILDING 12 BIRCH BUILDING BIRCH BUILDING 12A GENERATOR BUILDING GENERATOR BUILDING 13 GARAGE GARAGE 13S SALT AND EQUIPMENT STORAGE SALT AND EQUIPMENT STORAGE 14 STORAGE/VACANT STORAGE/VACANT 15 BOILER PLANT BOILER PLANT 16 WAREHOUSE WAREHOUSE 20 MONUMENT BUILDING MONUMENT BUILDING 22 BUILDING BUILDING 25 EAGLE BUILDING EAGLE BUILDING 26 MARSH BUILDING MARSH BUILDING 28 BOILER PLANT BOILER PLANT 29B WATER TANK BUILDING WATER TANK BUILDING 30 GREENHOUSE GREENHOUSE 35 METER HOUSE METER HOUSE 45 GENERATOR BUILDING GENERATOR BUILDING 60 CHAPEL BUILDING CHAPEL BUILDING 63 GREENHOUSE GREENHOUSE 65 MAIN SWITCHGEAR BUILDING MAIN SWITCHGEAR BUILDING 69 RE. OUTDOOR PAVILION RE. OUTDOOR PAVILION T11 STORAGE STORAGE

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DRAWING INDEX

W.H.H. E.J.D.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS.

SEPT 30, 2024

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT DEFICIENCY

GENERATOR BUILDINGS 1EA,1WA

VA CWM

631-18-003

Project Director

SEPT 30, 2024Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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DWG NUMBER

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SHEET TITLE

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GI001

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COVER SHEET

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GI002

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DRAWING INDEX

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GI003

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GENERAL NOTES

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LIMITS OF CONSTRUCTION

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GI006

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EROSION CONTROL DETAILS

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AE-001

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GENERAL CONDITIONS

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MH001

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MECHANICAL LEGEND AND NOTES

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EP001

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ELECTRICAL LEGEND AND NOTES

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ESS502

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LOW VOLTAGE ELECTRICAL DETAILS

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ESS602

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AUTOMATIC TRANSFER SWITCH CONTROL DIAGRAM

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ESS603

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METERING SYSTEM RISER DIAGRAM

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01EA-GS-101

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BUILDING NO. 1EA - EXISTING CONDITIONS-REMOVAL PLAN

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01EA-GS-102

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BUILDING NO. 1EA - SITE PLAN

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01EA-GS-501

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BUILDING NO. 1EA - CIVIL DETAILS

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1EA-AE-101

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BUILDING NO. 1EA - DEMOLITION AND RENOVATION PLANS

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01EA-MH101

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BUILDING NO. 1EA - MECHANICAL DEMOLITION PLAN

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01EA-MH201

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BUILDING NO. 1EA - MECHANICAL PLAN

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01EA-EP101

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BUILDING NO. 1EA FIRST LEVEL ELECTRICAL PLAN

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01EA-EP601

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BUILDING NO. 1EA - PANEL SCHEDULES

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01WA-GS-101

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BUILDING NO. 1WA - EXISTING CONDITIONS-REMOVAL PLAN

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BUILDING NO. 1WA - SITE PLAN

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01WA-GS-501

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BUILDING NO. 1WA - CIVIL DETAILS

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1WA-AE-101

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BUILDING NO. 1WA - DEMOLITION AND RENOVATION PLANS

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01WA-MH101

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BUILDING NO. 1WA - MECHANICAL DEMOLITION PLAN

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01WA-MH201

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BUILDING NO. 1WA - MECHANICAL PLAN

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01WA-EP101

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BUILDING NO. 1WA - ELECTRICAL PLAN

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01WA-EP601

BUILDING NO. 01WA - PANEL SCHEDULES

GI003

GENERAL NOTES

W.H.H. E.J.D.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS.

SEPT 30, 2024

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT DEFICIENCY

GENERATOR BUILDINGS 1EA,1WA

VA CWM

631-18-003

Project Director

SEPT 30, 2024Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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DRAWING LEGENDGENERAL PROJECT NOTES

COORDINATION EXISTING CONDITIONS

CONSTRUCTION SAFETY NOTES DRAWINGS

SAFETY NOTES:

TERMS:

PARKING:

UNDERGROUND UTILITY NOTES

LOCKOUT AND TAGOUT NOTES:

PROJECT DESCRIPTION AND APPLICABLE CODES

AutoCAD SHX Text THE GENERAL PROJECT NOTES ARE PART OF THE CONTRACTOR'S SCOPE OF WORK. THEY SHALL BE FOLLOWED IN CONJUNCTION WITH AND IN ADDITION TO SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS AND MUST BE INCLUDED AS PART OF THE CONTRACTOR'S BASE PROJECT.

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1. DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND LIFE SAFETY DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND LIFE SAFETY INFORMATION. 2. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY CONSTRUCTION. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY CONSTRUCTION. 3. GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE COR WHEN LIFE SAFETY GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE COR WHEN LIFE SAFETY HAZARDS PRESENT. THE COR SHALL COMMUNICATE ALL SAFETY CONCERNS TO THE SAFETY AREA OFFICE. 4. CONTRACTOR SHALL KEEP DUST CONTAINMENT BARRIER PRESSURE AT NEGATIVE AT ALL CONTRACTOR SHALL KEEP DUST CONTAINMENT BARRIER PRESSURE AT NEGATIVE AT ALL TIMES. HVAC EXHAUST AND SUPPLY DUCTS SHALL BE COVERED AND SEALED DURING ALL DEMOLITION. 5. CONTRACTOR SHALL MEASURE CONSTRUCTION DUST CONTAINMENT BARRIER PRESSURE CONTRACTOR SHALL MEASURE CONSTRUCTION DUST CONTAINMENT BARRIER PRESSURE ON A DAILY BASIS, AND SHALL REPORT READING TO THE SAFETY OFFICE AND DESIGN OFFICE AS PER VA-OWNER REQUIREMENTS. 6. CONTRACTOR SHALL INSPECT THE INTEGRITY OF THE DUST CONTAINMENT BARRIER CONTRACTOR SHALL INSPECT THE INTEGRITY OF THE DUST CONTAINMENT BARRIER PRESSURE ON A DAILY BASIS, AND SHALL REPORT READING TO THE SAFETY OFFICE AND DESIGN OFFICE AS PER VA-OWNER REQUIREMENTS. 7. WORK SITE(S) SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE PRESENT ON WORK SITE(S) SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE PRESENT ON SITE. 8. FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE CONSTRUCTION FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE CONSTRUCTION AREA SHALL BE REPLACED AS NEEDED (AT APPROXIMATELY 75% USED). FOR INDOOR WORK AREAS IN BUILDING No. 1. 9. GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, ON A GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, ON A DAILY BASIS. 10. HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY TO MAINTAIN LIFE SAFETY HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY TO MAINTAIN LIFE SAFETY AND CODE REQUIREMENTS. 11. ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE POSTED ON JOB SITE. ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE POSTED ON JOB SITE. 12. ICRA (INFECTION CONTROL RISK ASSESSMENT) SHALL BE POSTED ON JOB SITE, AS PER ICRA (INFECTION CONTROL RISK ASSESSMENT) SHALL BE POSTED ON JOB SITE, AS PER VA-OWNER REQUIREMENTS. 13. SMOKING REGULATIONS SHALL BE FOLLOWED, AS PER VA-OWNER REQUIREMENTS. SMOKING REGULATIONS SHALL BE FOLLOWED, AS PER VA-OWNER REQUIREMENTS. 14. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION AREA. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION AREA. 15. SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES THROUGH SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES THROUGH DURATION OF CONSTRUCTION. 16. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN SAFETY ISSUES AS PER VA SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN SAFETY ISSUES AS PER VA REGULATIONS AND PER OSHA. 17. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN ENVIRONMENTAL ISSUES SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN ENVIRONMENTAL ISSUES MINIMUM 30 HOURS FOR SUPERINTENDENT AND 10 HOURS FOR WORKERS. 18. MEANS OF EGRESS SHALL BE CLEARLY DESIGNATED IN BOTH CONSTRUCTION AND MEANS OF EGRESS SHALL BE CLEARLY DESIGNATED IN BOTH CONSTRUCTION AND ADJACENT AREAS. ACCESS FOR THE FIRE DEPARTMENT AND EMERGENCY SERVICES SHALL BE CLEAR. 19. STATUS OF THE FIRE DETECTION/SPRINKLER SYSTEM SHALL BE: STATUS OF THE FIRE DETECTION/SPRINKLER SYSTEM SHALL BE: a. FIRE SPRINKLER SYSTEM IS ACTIVE FIRE SPRINKLER SYSTEM IS ACTIVE b. FIRE ALARM SYSTEM IS ACTIVE FIRE ALARM SYSTEM IS ACTIVE c. SMOKE DETECTORS ARE ACTIVE SMOKE DETECTORS ARE ACTIVE d. TEMPORARY SYSTEMS ARE IN PLACE TEMPORARY SYSTEMS ARE IN PLACE 20. EXTENSION CORDS SHALL BE PROTECTED AND DISCONNECTED AT THE END OF EACH EXTENSION CORDS SHALL BE PROTECTED AND DISCONNECTED AT THE END OF EACH DAY.

AutoCAD SHX Text DRAWINGS ARE ORGANIZED ACCORDING TO DISCIPLINES, WITH EACH DISCIPLINE DESCRIBING A GENERAL ASPECT OF THE CONSTRUCTION. DISCIPLINES ARE ARRANGED AS FOLLOWS: GI - GENERAL INFORMATION: WORK RELATED TO THE PROJECT AS A WHOLE. GS - SITE INFORMATION: WORK RELATED TO SITE DEMOLITION AND NEW INFORMATION. MH - MECHANICAL WORK RELATED TO THE HVAC AND GENERATOR EXHAUST SYSTEMS. AD / AS - ARCHITECTURAL: WORK RELATED TO THE DEMOLITION IN THE BUILDINGS AND SYSTEMS, SITE IMPROVEMENTS AND THE BASIC BUILDING ENVELOPE AND FINISHES, INCLUDING: SITE PLAN, FLOOR PLAN(S), ROOF PLAN(S), EXTERIOR ELEVATIONS, BUILDING SECTIONS, WALL SECTIONS, EXTERIOR ENCLOSURE DETAILS, INTERIOR DETAILS, AND CEILING FINISHES. ESS / EP - ELECTRICAL: WORK RELATED TO THE ELECTRICAL SYSTEM INCLUDING CONTROLS, COMMUNICATIONS, MEDIUM AND LOW VOLTAGE SYSTEMS

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LEDGE/ROCK

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GRATING

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CONCRETE

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NORTH ARROW

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ELEVATION

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DECK SPAN

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GRATING DIRECTION

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DRAWING WHERE SHOWN

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TOP OF FOOTING ELEV.

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SECTION NUMBER

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DECK SPAN DIRECTION OR

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NOTE: NOT ALL SYMBOLS AND NOTATIONS USED

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WOOD

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BRICK

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CMU BLOCK

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RIGID INSULATION

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ROOF PITCH

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FOOTING STEP

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OPENING

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1/8" / FT

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AutoCAD SHX Text THE CONTRACTOR SHALL FIELD VERIFY AND INVESTIGATE EXISTING BUILDING AND SITE CONDITIONS IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXTENT OF DEMOLITION AND NEW CONSTRUCTION AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REASONABLY DETERMINE THE IMPACT THAT DEMOLITION AND NEW CONSTRUCTION WILL HAVE ON EXISTING BUILDING SYSTEMS INCLUDING BUT NOT LIMITED TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, COMMUNICATION, FIRE PROTECTION SYSTEMS AND ALL OTHER FACTORS THAT WILL AFFECT THE PROJECT. FAILURE TO DO SO WILL NOT BE GROUNDS FOR ADDITIONAL COSTS TO THE OWNER AFTER PROJECT HAS BEEN AWARDED. 1. THE CONTRACTOR SHALL CONFIRM IN WRITING THE LOCATIONS OF ALL UNEXPOSED THE CONTRACTOR SHALL CONFIRM IN WRITING THE LOCATIONS OF ALL UNEXPOSED UTILITY LINES WITH THE COR PRIOR TO PROCEEDING WITH ANY WORK. IF THE CONTRACTOR PROCEEDS WITHOUT SUCH PRIOR COORDINATION EFFORTS AND WRITTEN NOTICE AND DAMAGE OCCURS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING SUCH DAMAGE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR DOING ANY IMAGERY THROUGH CONCRETE FLOOR DECK AND SLAB PRIOR TO ANY CORE DRILLING. 2. THE CONTRACTOR SHALL REPORT ALL UNFORESEEN CONDITIONS DISCOVERED DURING THE CONTRACTOR SHALL REPORT ALL UNFORESEEN CONDITIONS DISCOVERED DURING INSPECTIONS OR DURING CONSTRUCTION IMMEDIATELY TO THE COR FOR CLARIFICATION OR DIRECTION, BEFORE CONTINUING WITH THAT PORTION OF THE WORK. UNFORESEEN CONDITIONS SHALL INCLUDE BUT NOT BE LIMITED TO CONDITIONS NOT VISUALLY DISTINGUISHABLE OR DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND AS-BUILT INFORMATION. 3. THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING CONSTRUCTION OUTSIDE OF THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING CONSTRUCTION OUTSIDE OF CONSTRUCTION LIMITS LINE DAMAGED BY CONTRACTOR'S OPERATIONS AND CONSTRUCTION ACTIVITIES AND FOR ALL AREAS WITHIN THE CONSTRUCTION LIMITS LINE DAMAGED AND NOT INDICATED IN THESE DOCUMENTS TO BE REMOVED. EXISTING CONSTRUCTION SHALL INCLUDE BUT NOT BE LIMITED TO, EXPOSED OR UNEXPOSED UTILITIES, LANDSCAPE, ADJACENT AREAS OF THE EXISTING BUILDING, WALLS, FINISHES, ETC. INCLUDING CRAWL SPACES. 4. IN AREAS WHERE MODIFICATIONS CAN ONLY OCCUR BY ACCESSING THROUGH ANOTHER IN AREAS WHERE MODIFICATIONS CAN ONLY OCCUR BY ACCESSING THROUGH ANOTHER OCCUPIED AREA OF THE FACILITY, THE CONTRACTOR SHALL INCLUDE IN THE BASE PROJECT ALL WORK ASSOCIATED WITH PATCHING AND REPAIRING CEILINGS, WALLS, MEP SYSTEMS, ETC. DAMAGED OR DISRUPTED AS A RESULT OF THIS ACCESS, THE CONTRACTOR SHALL USE FINISHES AND MATERIALS TO MATCH EXISTING. 5. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS INCLUDING FLOOR TO FLOOR THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS INCLUDING FLOOR TO FLOOR HEIGHTS, FLOOR TO CEILING HEIGHTS, SPOT ELEVATIONS PRIOR TO PROCEEDING WITH WORK. ANY DISCREPANCIES OR CONFLICTS SHALL BE BROUGHT IMMEDIATELY TO THE COR'S ATTENTION FOR CLARIFICATION.

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1. PARKING IS EXTREMELY LIMITED AT THE AREA IN AND AROUND THE PARKING IS EXTREMELY LIMITED AT THE AREA IN AND AROUND THE PROJECT SITE AT THE VA CAMPUS. DEDICATED CONTRACTOR PARKING ON SITE WILL BE AVAILABLE DURING THE DURATION OF THE CONSTRUCTION PROJECT AS INDICATED ON THE DRAWINGS AND AS COORDINATED WITH THE COR. AND IS AT A REMOTE PARKING LOT.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL REMOVAL AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL REMOVAL AND OFF-SITE DISPOSAL OF TRASH, DEBRIS OR UNSALVAGED ITEMS REMOVED DURING DEMOLITION IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS INCLUDING CITY, COUNTY AND STATE REGULATIONS. THE PROJECT SITE SHALL BE CLEANED ON A DAILY BASIS OR AS DIRECTED BY THE COR DURING CONSTRUCTION ACTIVITIES TO PREVENT ACCUMULATION. THIS INCLUDES COMPLIANCE WITH HOSPITAL'S INFECTION CONTROL REQUIREMENTS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR CONSTRUCTION SAFETY AND INSPECTION PROCEDURES. 3. THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A CONSTRUCTION LIMIT LINE AS TO THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A CONSTRUCTION LIMIT LINE AS TO PREVENT WORKERS, MATERIALS OR EQUIPMENT FROM INTERACTING WITH OTHER AREAS OUTSIDE OF THE CONSTRUCTION LIMITS LINE OCCUPIED BY PATIENTS, STAFF OR IN AREAS OCCUPIED BY THE GENERAL PUBLIC UNLESS OTHERWISE REQUIRED BY THESE DOCUMENTS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT AND PROVIDE THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT AND PROVIDE SAFETY AND SECURITY FOR ALL OCCUPANTS. THE CONTRACTOR SHALL PROVIDE SECURITY MEASURES AS REQUIRED FOR PROTECTION FROM VANDALISM, THEFT, DAMAGE TO CONSTRUCTION SITE AND PROTECTION OF THE GENERAL PUBLIC FROM HAZARDOUS OR DANGEROUS CONDITIONS AT ALL TIMES DURING CONSTRUCTION. 5. THIS PROJECT IS SUBJECT TO ALL OF THE SAFETY AND HEALTH REGULATIONS (CFR 29 THIS PROJECT IS SUBJECT TO ALL OF THE SAFETY AND HEALTH REGULATIONS (CFR 29 PART 1926 AS AMENDED) AS PROMULGATED BY THE U.S. DEPARTMENT OF LABOR. CONTRACTORS ARE URGED TO MAKE THEMSELVES FAMILIAR WITH THE REQUIREMENTS OF THESE REGULATIONS. THIS INCLUDES REGULATIONS FOR "CONFINED SPACE ENTRY" PERTAINING TO ALL EXISTING AND NEW MANHOLES.

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1. THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO BE ACCOMPLISHED BY THE CONTRACTOR TO INCLUDE FURNISHING, INSTALLING, MODIFYING AND CONNECTING ALL SPECIFIED ITEMS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE TERMS “APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR THE TERMS “APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR , “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR , “ACCEPTABLE”, “MATCH EXISTING” OR ACCEPTABLE”, “MATCH EXISTING” OR , “MATCH EXISTING” OR MATCH EXISTING” OR OR OTHER GENERAL QUALIFYING TERMS MEAN THAT MATERIALS SPECIFIED HAVE BEEN SUBSTITUTED BY THE GENERAL CONTRACTOR WITH MATERIALS SIMILAR IN QUALITY AND PERFORMANCE THAT THE ARCHITECT NEEDS TO APPROVE AND HAS DETERMINED ARE WITHIN THE GUIDELINES ESTABLISHED BY THESE CONTRACT DOCUMENTS. 3. THE TERM “TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC THE TERM “TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC CONDITION, INCLUDING DIMENSIONS, THE USE OF MATERIALS, THE INTEGRATION OF MATERIALS OR OTHER ASPECTS OF CONSTRUCTION ARE CONSISTENTLY DUPLICATED ELSEWHERE IN THESE DOCUMENTS.

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DRAWING WHERE SHOWN

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DETAIL NUMBER

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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND FULLY UNDERSTANDING ALL ASPECTS OF THE CONTRACT DOCUMENTS INCLUDING COORDINATION BETWEEN THE DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) ATTENTION IN WRITING FOR CLARIFICATION. 1. THE CONTRACTOR SHALL INSURE THAT SERVICES TO ADJACENT AREAS AFFECTED BY THE CONTRACTOR SHALL INSURE THAT SERVICES TO ADJACENT AREAS AFFECTED BY CONSTRUCTION SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. IF ANY DISRUPTION OF SERVICES IS NECESSARY, THE CONTRACTOR SHALL NOTIFY THE COR AT LEAST 48 HOURS IN ADVANCE PRIOR TO SUCH DISRUPTION, REFER TO SPECIFICATIONS.

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1. PRIOR TO CONSTRUCTION, EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION, EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS AND UNDERGROUND UTILITIES INDICATED ON PLAN. IF A CONFLICT EXIST BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE COR SO THAT THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY FOR ALL PARTIES. 2. IF ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES ARE SHOWN ON THESE IF ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES ARE SHOWN ON THESE DRAWINGS, THEY ARE SHOWN IN AN APPROXIMATE MANNER ONLY, AND SUCH LINES MAY EXIST WHERE NONE ARE SHOWN. IF ANY SUCH EXISTING LINES ARE SHOWN, THE LOCATION IS BASED UPON INFORMATION PROVIDED BY THE VA AND AND DATA OBTAINED FROM A SERVING UTILITY. THE INFORMATION MAY BE INCOMPLETE, OR MAY BE OBSOLETE BY THE TIME CONSTRUCTION COMMENCES. THE ENGINEER HAS NOT CONDUCTED ANY EXPLORATORY EXCAVATIONS AND HAS ONLY DONE PRELIMINARY INVESTIGATION OF THE LOCATION, DEPTH, SIZE, OR TYPE OF THE EXISTING UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES. THIS INVESTIGATION IS NOT CONCLUSIVE, AND MAY NOT BE COMPLETE; THEREFORE, THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE RESULTS OF THE INVESTIGATION. THE CONTRACTOR SHALL INFORM ITSELF OF THE LOCATION OF ANY UTILITY LINE, PIPELINE, OR UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF WORK IN ADVANCE OF AND DURING EXCAVATION WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED BY ITS FAILURE TO LOCATE, IDENTIFY, AND PRESERVE ANY AND ALL EXISTING UTILITIES, PIPELINES, AND UNDERGROUND UTILITY LINES. IN PLANNING AND CONDUCTING EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH STATE STATUTES, MUNICIPAL AND LOCAL ORDINANCES, AND RULES AND REGULATIONS, IF ANY, PERTAINING TO THE LOCATION OF THESE LINES AND FACILITIES. 3. ALL UTILITY LINES SHALL BE MAINTAINED IN SERVICE. SHORING, SHEETING, AND OTHER MEANS ALL UTILITY LINES SHALL BE MAINTAINED IN SERVICE. SHORING, SHEETING, AND OTHER MEANS OF SUPPORT SHALL BE EMPLOYED BY THE CONTRACTOR TO PREVENT DAMAGE OR LOSS OF THESE EXISTING UTILITIES. BEAM AND CABLE OR OTHER ADEQUATE SUPPORTS SHALL BE USED FOR TEMPORARY SUPPORT OF ALL UTILITY LINES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MUST BE IMMEDIATELY NOTIFIED OF ANY SIGNIFICANT DEVIATION OF EXPOSED UTILITIES FROM THE LOCATIONS SHOWN ON THE PLANS SO THAT CONFLICTS CAN BE RESOLVED IN A TIMELY MANNER. NO ADDITIONAL COMPENSATION SHALL BE REWARDED FOR RESOLVING THESE CONFLICTS. FOR PIPELINE TRENCH EXCAVATION. 4. COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. TRENCH SUPPORT AND COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. TRENCH SUPPORT AND TEMPORARY SHORING SHALL BE REQUIRED FOR PROTECTION OF LIFE AND LIMB DURING PIPELINE CONSTRUCTION TO SATISFY CONSTRAINTS IDENTIFIED IN THE DRAWINGS FOR LIMITS OF DISTURBANCE, PROTECTION OF EXISTING UTILITIES, ETC., AND SHALL BE DESIGNED BY CONTRACTOR IN ACCORDANCE WITH OSHA STANDARDS. DESIGN AND CONSTRUCTION OF ALL FORMS, SHORING, AND TEMPORARY BRACING SHALL COMPLY WITH 29 CFR 1926, AND THESE COSTS SHALL BE CONSIDERED INCIDENTAL TO THE TRENCHING AND BACKFILL COSTS.

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1. COORDINATE WITH VAMC FACILITIES AND COR ON MANUAL LOCK-OUT PROCEDURES FOR EACH FEEDER AT THE MAIN SWITCHBOARD & MV SWITCHES (13.8kV), LV SWITCHBOARDS AND PANELBOARDS WHEN WORK IS BEING PERFORMED ON THE FEEDER. THE FEEDER SHALL BE TAGGED AND THE CONTRACTOR'S NAME CLEARLY IDENTIFIED ON EACH TAG. THE CONTRACTOR SHALL CARRY A LOCK-OUT KIT ON SITE AT ALL TIMES. THE VAMC FACILITIES AND COR SHALL BE NOTIFIED EACH TIME A FEEDER IS SECURED AND EACH TIME A FEEDER IS RETURNED BACK INTO SERVICE. 2. THE CONTRACTOR SHALL WORK CLOSELY WITH THE VAMC FACILITIES AND COR ON ALL LOCKOUT AND TAGOUT PROCEDURES AND THEY MUST COMPLY WITH OSHA STANDARD FOR THE CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT), TITLE 29 CODE OF FEDERAL REGULATIONS (CFR) PART 1910.147 AS WELL AS THE ESTABLISHED PROCEDURE BY THE VAMC. 3. RETURN ALL FEEDERS TO 'NORMAL SERVICE' AT THE END OF EACH WORKDAY/NIGHT ONLY AFTER ALL WORK HAS BEEN TESTED AND CLEARED FOR ENERGIZING UNLESS TEMPORARY POWER IS BEING FURNISHED. IF TEMPORARY POWER IS BEING PROVIDED IT SHALL REMAIN ENERGIZED AND SERVE THE FACILITY UNTIL NORMAL POWER AND THE NEW CONSTRUCTION HAS BEEN INSTALLED, TESTED AND ENERGIZED.

AutoCAD SHX Text THE CONTRACT DOCUMENTS INCLUDING THE DRAWINGS AND THE SPECIFICATIONS PROVIDE GENERAL IMPROVEMENTS FOR THE VA MC CENTRAL MASSACHUSETTS HEALTHCARE SYSTEM AT THERE LEEDS CAMPUS. THE PROJECT IS TO UPGRADE THE ELECTRICAL DISTRIBUTION SYSTEM TO COMPLY WITH CURRENT VHA, NFPA, JOINT COMMISSION, AND OSHA CODES AND GUIDELINES AS DEFINED BY THE VA AS THE 'DEFICIENCY GENERATOR BUILDINGS 1EA, 1WA. MANY EXISTING ELECTRICAL COMPONENTS HAVE EXCEEDED THEIR USEFUL LIFE SPAN AND ARE BEING REPLACED AND UPGRADED. EMERGENCY POWER SYSTEMS HAVE BEEN UPGRADED AND LIFE SAFETY ISSUES MODIFIED TO ACCOMMODATE NEEDED RENOVATIONS. THE DESIGN HAS GREATLY IMPROVED THE OVERALL FUNCTIONALITY AND SAFETY OF THE ELECTRICAL SYSTEMS BUT ONLY TO THE EXTENT OF THE DESIGN SCOPE OF SERVICES AND LIMITATIONS OF THE BUDGET. RELEVANT CODES AND STANDARDS - LATEST EDITIONS: THE ELECTRICAL INSTALLATIONS INDICATED ON THE CONTRACT DOCUMENTS SHALL MEET LATEST EDITION OF ALL APPLICABLE CODES AND VA DIRECTIVES, INCLUDING BUT NOT LIMITED TO: 1. VHA DIRECTIVE 1028, DATED FEBRUARY 24, 2020, ELECTRICAL POWER DISTRIBUTION VHA DIRECTIVE 1028, DATED FEBRUARY 24, 2020, ELECTRICAL POWER DISTRIBUTION SYSTEM, 2. NFPA 99, HEALTH CARE FACILITIES CODE, LATEST EDITION, NFPA 99, HEALTH CARE FACILITIES CODE, LATEST EDITION, 3. JOINT COMMISSION ACCREDITATION MANUAL, JOINT COMMISSION ACCREDITATION MANUAL, 4. OSHA REGULATIONS, INCLUDING PART 1910 AND 1926, OSHA REGULATIONS, INCLUDING PART 1910 AND 1926, 5. CEOSH GENERAL SAFETY GUIDEBOOK, CEOSH GENERAL SAFETY GUIDEBOOK, 6. IEEE GUIDELINES, INCLUDING STANDARD 1584, ARC-FLASH CALCULATIONS. IEEE GUIDELINES, INCLUDING STANDARD 1584, ARC-FLASH CALCULATIONS. TELECOMMUNICATIONS INDUSTRY ASSOCIATION 1. ANSI/TIA/EIA-568 COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD ANSI/TIA/EIA-568 COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD 2. ANSI/TIA/EIA-569 COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS ANSI/TIA/EIA-569 COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES 3. ANSI/TIA J-STD-607-B GENERIC TELECOMMUNICATIONS BONDING AND GROUNDING ANSI/TIA J-STD-607-B GENERIC TELECOMMUNICATIONS BONDING AND GROUNDING (EARTHING) FOR CUSTOMER PREMISES NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1. NFPA 70: NATIONAL ELECTRICAL CODE NFPA 70: NATIONAL ELECTRICAL CODE 2. NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE 3. NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS 4. NFPA 101: LIFE SAFETY CODE NFPA 101: LIFE SAFETY CODE ICC INTERNATIONAL CODE COUNCIL IBC INTERNATIONAL BUILDING CODE IECC INTERNATIONAL ENERGY CONSERVATION CODE IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NESC NATIONAL ELECTRICAL SAFETY CODE

AutoCAD SHX Text GROUT or FINE CRUSHED GRAVEL

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UNDISTURBED SUBGRADE

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COMPACTED GRANULAR FILL

3/4" CRUSHED STONE

S S

GI004

LIMITS OF CONSTRUCTION

W.H.H. S.R.M.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS.

SEPT 30, 2024

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT DEFICIENCY

GENERATOR BUILDINGS 1EA,1WA

VA CWM

631-18-003

Project Director

SEPT 30, 2024Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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SIGN

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AutoCAD SHX Text Street Lights see Elec, drawingl #034, 4-3"& 1-3 ductbank(typ)

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EBOX

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LIGHT POLE

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CONC. WALK

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STORMWATER BASIN

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TP-12

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TP-10

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EBOX

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DEAD MANHOLE NO POWER

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FUTURE DATACENTER

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FUTURE DRIVE

AutoCAD SHX Text SITE RESTORATION NOTES: 1. RESTORE TO ORIGINAL CONDITION EXISTING TURF AREAS DAMAGED DURING RESTORE TO ORIGINAL CONDITION EXISTING TURF AREAS DAMAGED DURING CONSTRUCTION OPERATIONS. RESTORATION OF DAMAGED PROPERTY: IF ANY DIRECT OR INDIRECT DAMAGE IS DONE TO THE SITE RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT, THE CONTRACTOR SHALL RESTORE THE DAMAGED PROPERTY TO A CONDITION EQUAL TO THAT EXISTING BEFORE THE DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT. REPAIR, REBUILD, OR RESTORE PROPERTY AS DIRECTED OR MAKE GOOD SUCH DAMAGE IN AN ACCEPTABLE MANNER. PROTECT PLANTS FROM TRAFFIC AND CONSTRUCTION OPERATIONS. PROVIDE TEMPORARY FENCES OR ENCLOSURES AND SIGNAGE, AT PROVIDE TEMPORARY FENCES OR ENCLOSURES AND SIGNAGE, AT ALL PLANTED AREAS. MAINTAIN FENCES AND ENCLOSURES DURING MAINTENANCE PERIOD. REMOVE PROTECTIVE MATERIALS IMMEDIATELY BEFORE ACCEPTANCE. REPAIR DAMAGE. 2. CONTRACTOR SHALL PROVIDE FOR FINAL CLEAN-UP: ON COMPLETION OF CONTRACTOR SHALL PROVIDE FOR FINAL CLEAN-UP: ON COMPLETION OF PROJECT AND AFTER REMOVAL OF ALL DEBRIS, RUBBISH, AND TEMPORARY CONSTRUCTION, CONTRACTOR SHALL LEAVE THE CONSTRUCTION AREA IN A CLEAN CONDITION SATISFACTORY TO THE COR. CLEANING SHALL INCLUDE OFF THE VAMC DISPOSAL OF ALL ITEMS AND MATERIALS NOT REQUIRED TO BE SALVAGED, AS WELL AS ALL DEBRIS AND RUBBISH RESULTING FROM DEMOLITION AND NEW WORK OPERATIONS. 3. REFER TO SPECIFICATION 329000 FOR RESTORATION OF SITE.REFER TO SPECIFICATION 329000 FOR RESTORATION OF SITE.

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LIMITS OF CONSTRUCTION LEGEND:

AutoCAD SHX Text DENOTES LIMITS OF CONTRACTOR STAGING AREA. DENOTES LIMITS OF CONSTRUCTION AND TEMPORARY CHAIN LINK CONSTRUCTION FENCING (NOT SHOWN FOR CLARITY). REFER TO TEMPORARY CONSTRUCTION FENCE DETAIL 'CF' ON THIS DRAWING.

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NOT TO SCALE

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CONSTRUCTION WORK ZONE - TEMPORARY CONSTRUCTION FENCE DETAILS

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KEY PLAN

AutoCAD SHX Text TEMPORARY FENCE NOTES: 1. PROVIDE PORTABLE SELF-STANDING TEMPORARY FENCE ALONG PERIMETER OF CONSTRUCTION WORK AREA SITES AND STAGING AREA AS SHOWN ON PLANS. PROVIDE PORTABLE SELF-STANDING TEMPORARY FENCE ALONG PERIMETER OF CONSTRUCTION WORK AREA SITES AND STAGING AREA AS SHOWN ON PLANS. 2. TEMPORARY FENCE SHALL BE FREE STANDING CONSTRUCTION FENCE, PANELIZED OF CHAIN LINK FENCING AND COMPLETE WITH ALL BRACKETS AND TEMPORARY FENCE SHALL BE FREE STANDING CONSTRUCTION FENCE, PANELIZED OF CHAIN LINK FENCING AND COMPLETE WITH ALL BRACKETS AND SUPPORTS. 3. PROVIDE INTERIM LIFE SAFETY (ILS) DRAWING TO ENSURE A WELL DESIGNED PLAN IS IN PLACE AND THAT OCCUPANTS HAVE READILY AVAILABLE ACCESS TO PROVIDE INTERIM LIFE SAFETY (ILS) DRAWING TO ENSURE A WELL DESIGNED PLAN IS IN PLACE AND THAT OCCUPANTS HAVE READILY AVAILABLE ACCESS TO A PUBLIC WAY WITH A SUITABLE WALKING SURFACE. TWO MEANS OF EGRESS ROUTES SHALL BE PROVIDED (VIA GATES). EGRESS ROUTES SHALL BE KEPT FREE OF CONSTRUCTION MATERIALS AND HAZARDS AND BE KEPT FREE OF SNOW/ICE DURING THE WINTER MONTHS. 4. PROVIDE ALSO, A SKETCH FOR EACH CONSTRUCTION WORK ZONE, AS THE CONSTRUCTION FENCING IS ESTABLISHED FOR EACH AND EVERY CONSTRUCTION PROVIDE ALSO, A SKETCH FOR EACH CONSTRUCTION WORK ZONE, AS THE CONSTRUCTION FENCING IS ESTABLISHED FOR EACH AND EVERY CONSTRUCTION WORK ZONE. EACH CONSTRUCTION WORK ZONE SKETCH SHALL INCLUDE THE LOCATIONS OF THE TEMPORARY CONSTRUCTION FENCE, (2) GATES, AND EMERGENCY EGRESS ROUTES FROM INSIDE OF THE FENCED CONSTRUCTION WORK ZONE. EACH CONSTRUCTION WORK ZONE SKETCH SHALL INCLUDE TWO EMERGENCY EGRESS ROUTES TO THE 'PUBLIC WAY' (SEE NOTE 3 ABOVE) AND SHALL BE APPROVED BY THE COR PRIOR TO INSTALLATION OF THE TEMPORARY FENCING AND GATES, TYPICAL. 5. REFER TO EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT ABOVE.REFER TO EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT ABOVE.

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GRADE

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8'-0 HIGH MIN.

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APPROX. SECTION = 8'-0" LONG

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WEATHER CAP, TYPICAL

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TOP OF CHAIN LINK FABRIC TO HAVE CLOSED KNUCKLES

AutoCAD SHX Text PLASTIC "DANGER KEEP OUT" SIGN. ATTACH SIGNS TO FENCE WITH PLASTIC TIES. SPACE SIGNS 50' APART MAX.

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TOP RAIL

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FENCE POST, TYPICAL

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CHAIN LINK FABRIC, TYPICAL

AutoCAD SHX Text STABILIZER BRACKET/BASE PLATE: HOT DIPPED GALVANIZED STEEL HEAVY DUTY CONSTRUCTION TYPE. UTILIZE SAND BAGS OR OTHER SUITABLE WEIGHT FOR STABILITY, TYPICAL.

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BOTTOM RAIL

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VA STANDARD SIGNS

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TYPICAL GENERATOR BUILDING (EXAMPLE)

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CSW

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CONCRETE SIDEWALK DETAIL

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EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT

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CONSTRUCTION FENCE - ELEVATION

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SAFETY SIGN - ELEVATION

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CONSTRUCTION SIGN - ELEVATION

AutoCAD SHX Text CONCRETE SIDEWALK NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 8. UTILIZE THIS DETAIL FOR ANY DISTURBED OR REMOVED SECTION OF SIDEWALK UNDER THIS CONTRACT.UTILIZE THIS DETAIL FOR ANY DISTURBED OR REMOVED SECTION OF SIDEWALK UNDER THIS CONTRACT.

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1" SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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1/4" DEEP SCORED JOINTS

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CLASS "B" CONCRETE

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EXPANSION JOINT W/ 1/4" BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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6" MIN.

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VARIES

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PER PLANS

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0' MIN.

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10.5' MAX.

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EXPANSION AND SCORED JOINT DETAIL

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4" (TYP)

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60' MAX.

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60' MAX.

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EXPANSION JOINT TO EXPANSION JOINT

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SEE NOTE 7

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(TYP)

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PLANS

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PER

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PER

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PLAN VIEW - SIDEWALK

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TYPICAL SECTION

NOTE: REFER TO VA TIL FOR ADDITIONAL SIGNAGE REFER TO VA TIL FOR ADDITIONAL SIGNAGE INFORMATION

GI006

W.H.H. S.R.M.

Project Number

Building Number

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS.

SEPT 30, 2024

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT DEFICIENCY

GENERATOR BUILDINGS 1EA,1WA

VA CWM

631-18-003

Project Director

SEPT 30, 2024Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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EROSION CONTROL DETAILS

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24" MAX. @ CENTER

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AutoCAD SHX Text 18"

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FILTER FABRIC

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SECTION B-B

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FILTER FABRIC

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CUTOFF TRENCH DESIGN BOTTOM

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DITCH BOTTOM

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GROUND LINE

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SECTION A-A

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9" MIN.

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18" MIN.

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SLOPE

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SAME ELEVATION

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CREST 24" MAX. AT CENTER

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SPACING VARIES DEPENDING ON CHANNEL SLOPE

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CUTOFF TRENCH 18" WIDE 6" DEEP

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PROFILE

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TOE

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AutoCAD SHX Text STONE CHECK DAM NOTES: 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS SHOWN ON THE PLAN. 2. SET SPACING OF CHECK DAMS SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME SET SPACING OF CHECK DAMS SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCE SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ENSURE THAT CHANNEL APPURTENANCE SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE.

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SWALE

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SLOPE

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FILTER FABRIC ON UPSTREAM FACE (MIRAFI 100X, 140S OR EQUAL)

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STAPLE FILTER FABRIC TO THIS FACE

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FORM 6" TROUGH -LAY IN FABRIC & BALLAST W/ GRAVEL

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BOTTOM OF DITCH

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FENCE

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STAKE

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FLOW

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STEEL STAKES DRIVEN ON DOWNSTREAM SIDE OF FENCE

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SNOW FENCE OR PREFABRICATED SILT FENCE (GEOFAB OR EQUAL)

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Au…

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File details come from the government source that posted it. Updated Apr 16, 2025.