631-16-020 B6 HVAC Roof Plans Part 1 of 3.pdf

PDF 17 MB Posted Jun 28, 2022

Attached to: Z2DZ--Straddle 631-16-020 Renovate B6 HVAC and Roof
Solicitation number: 36C24122B0009
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity with the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1. The solicitation number is 36C24122B0009 and seeks proposals to renovate the HVAC system and roof of building B6 at facility 631. Interested parties should review the attached Invitation for Bid, which includes requirements for the HVAC and roofing work, response deadline of April 15th, 2022, and anticipated award date in June 2022. Pricing should be fixed for one year. This is an opportunity reserved for verified service-disabled veteran-owned small businesses.

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S02_Wage Determination MA20220003 07222022.pdf	PDF	Jul 28, 2022
631-16-020 B6 HVAC Roof Plans Part 3 of 3 02.pdf	PDF	Jun 28, 2022
S02_Wage Determination MA20220003 05062022.pdf	PDF	Jun 28, 2022
S02_631-16-020 B6 HVAC Roof Combined Specifcat.pdf	PDF	Jun 28, 2022
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631-16-020 B6 HVAC Roof Plans Part 3 of 3.pdf	PDF	Jun 28, 2022
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S02_631-16-020 B6 HVAC Roof Combined Specifcat 02.pdf	PDF	Jun 28, 2022

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16 15 45

T11

1W-A

1E-A

12A

T15 T13

6 8

41T12

1Oxy

RETENTIONPOND

16 15 45

T11

1W-A

1E-A

12A

T15 T13

6 8

41T12

1Oxy

RETENTIONPOND

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

HVAC AND ROOF

VA CWM

ARCHITECT/ENGINEERS: BUILDING NO. 6 631-16-020

MARCH 30, 2017 77

Office of Construction and Facilities Management

MARCH 31, 2022

CONSTRUCTION DOCUMENT

FULLY SPRINKLERED

6 GREEN TREE DRIVE

S. BURLINGTON, VT 05403

TEL: (802) 878-7661

FAX: (866) 783-7101

www.dubois-king.com

RANDOLPH, VT · SPRINGFIELD, VT · BRANDON, VT LACONIA, NH · BEDFORD, NH

97 PARK STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

COVER SHEET

6-GI-001

RFK SRM

BUILDING NO. 6 HVAC AND ROOF

DEPARTMENT OF VETERANS AFFAIRS

LEEDS, MASSACHUSETTS 01053

PROJECT: 631-16-020

CENTRAL WESTERN MASSACHUSETTS

HEALTHCARE SYSTEM

CAMPUS MAPCAMPUS MAP

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GAS

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MET

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COOLER CHILLER

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EMPTY ELECT MANHOLE

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EMPTY ELECT MANHOLE

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DEAD MANHOLE NO POWER

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SMOKE STACK

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SMOKE

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STACK

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FOUNDATION

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LPG

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3 LPG SHUTOFF VALVES

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LPG

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LPG

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LPG

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

AutoCAD SHX Text UNKNOWN LOCATIONS! TWO LINES:ONE OIL SUPPLY AND THE OTHER A VENT. BOTH COULD EXIT TANK ON EITHER SIDE (AND NOT THE END, AS SHOWN)

AutoCAD SHX Text 25,000 GAL FUEL OIL TANK. LOCATION OF THE OIL SUPPLY LINES COULD EXIT TANK ON EITHER SIDE (AND NOT THE END, AS SHOWN). LOCATION OF LINES INTO THE BUILDING ARE ASSUMED

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RARE TREE DO NOT HARM DAWN REDWOOD

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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TIME CAPSULE

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TELEPHONE LINE (ROUTE NOT SURE???)

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CONCRETE COVER/SLAB ABOUT 2FEET SQUARE UNKNOWN WIRES??

AutoCAD SHX Text LOCATED DEC 2013; 55 FEET FROM CORNER OF B19. SEE PICTURES "2013-11 - I.T. B20 10 B17 (IN-HOUSE)"

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GAS LINE JOGS ABRUPTLY TO THE EDGE OF THE ROAD

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OLD ELECT STATION BLDG...NO LONGER STANDING. CONDUIT MAY STILL BE IN GROUND

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

AutoCAD SHX Text GAS COMPANY REMOVED SERVICE CLOSED VALVE AT STREET AND CAPPED LINE AS SHOWN SEE "STORM/SEWER" DRAWING #39 (FOR SERVICE INACTIVE FOR OVER FIVE YEARS (SEP 2014)

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ELECTRIC SIGN

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ELECTRIC SIGN

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BASKETBALL HALF-COURT

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FLAG POLE

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BUS STOP SHELTER

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FUTURE LOCATION OF EMERGENCY CACHET STORAGE

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GAS

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MET

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AutoCAD SHX Text See Storm/Sewer Drawing #029

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COOLER CHILLER

AutoCAD SHX Text Multiple Oxygen lines in trench

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EMPTY ELECT MANHOLE

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EMPTY ELECT MANHOLE

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DEAD MANHOLE NO POWER

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SMOKE STACK

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SMOKE

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STACK

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FOUNDATION

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LPG

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3 LPG SHUTOFF VALVES

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LPG

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LPG

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LPG

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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TWO 2" OIL PIPES IN 9" DIA IRON CONDUIT SURVEY JUN 2011

AutoCAD SHX Text UNKNOWN LOCATIONS! TWO LINES:ONE OIL SUPPLY AND THE OTHER A VENT. BOTH COULD EXIT TANK ON EITHER SIDE (AND NOT THE END, AS SHOWN)

AutoCAD SHX Text 25,000 GAL FUEL OIL TANK. LOCATION OF THE OIL SUPPLY LINES COULD EXIT TANK ON EITHER SIDE (AND NOT THE END, AS SHOWN). LOCATION OF LINES INTO THE BUILDING ARE ASSUMED

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RARE TREE DO NOT HARM DAWN REDWOOD

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4" LPG 'PLASTIC' PIPE SURVEY JULY 2011

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TIME CAPSULE

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TELEPHONE LINE (ROUTE NOT SURE???)

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CONCRETE COVER/SLAB ABOUT 2FEET SQUARE UNKNOWN WIRES??

AutoCAD SHX Text LOCATED DEC 2013; 55 FEET FROM CORNER OF B19. SEE PICTURES "2013-11 - I.T. B20 10 B17 (IN-HOUSE)"

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GAS LINE JOGS ABRUPTLY TO THE EDGE OF THE ROAD

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OLD ELECT STATION BLDG...NO LONGER STANDING. CONDUIT MAY STILL BE IN GROUND

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

AutoCAD SHX Text GAS COMPANY REMOVED SERVICE CLOSED VALVE AT STREET AND CAPPED LINE AS SHOWN SEE "STORM/SEWER" DRAWING #39 (FOR SERVICE INACTIVE FOR OVER FIVE YEARS (SEP 2014)

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ELECTRIC SIGN

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ELECTRIC SIGN

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BASKETBALL HALF-COURT

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FLAG POLE

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BUS STOP SHELTER

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FUTURE LOCATION OF EMERGENCY CACHET STORAGE

AutoCAD SHX Text E

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231

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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 ADMN-HRM-A&MM ADMN-HRM-A&MM 4 MAPLE BUILDING MAPLE 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 RECREATION HALL RECREATION HALL 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 17 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 18 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 19 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 20 MONUMENT BUILDING MONUMENT BUILDING 21 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 22 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 23 HOUSEKEEPING QUARTERS HOUSEKEEPING QUARTERS 25 EAGLE BUILDING EAGLE BUILDING 26 MARSH BUILDING MARSH BUILDING 27 GREENHOUSE GREENHOUSE 28 BOILER PLANT BOILER PLANT 29B WATER TANK BUILDING WATER TANK BUILDING 30 GREENHOUSE GREENHOUSE 34 PERSONNEL GARAGE PERSONNEL GARAGE 35 METER HOUSE METER HOUSE 40 STORAGE (FARM) STORAGE (FARM) 41 STORAGE (BARN) STORAGE (BARN) 42 PAINT STORAGE PAINT STORAGE 45 GENERATOR BUILDING GENERATOR BUILDING 52 STORAGE STORAGE 60 CHAPEL BUILDING CHAPEL BUILDING 63 GREENHOUSE GREENHOUSE 65 MAIN SWITCHGEAR BUILDING MAIN SWITCHGEAR BUILDING 69 RE. OUTDOOR PAVILION RE. OUTDOOR PAVILION T7 CWT STORAGE CWT STORAGE T11 STORAGE STORAGE T12 ENGINEERING STORAGE ENGINEERING STORAGE T13 CARPENTERS SHOP CARPENTERS SHOP T15 LOCK SHOPLOCK SHOP

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EXISTING BUILDING 6A

GENERAL

PROJECT INFORMATION

6-GI-002

SRMRFK 2

DRAWING LEGENDGENERAL PROJECT NOTES

COORDINATION

EXISTING CONDITIONS

CONSTRUCTION SAFETY NOTES DRAWINGS

SAFETY NOTES:

TERMS:

PARKING:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

HVAC AND ROOF

VA CWM

ARCHITECT/ENGINEERS: BUILDING NO. 6 631-16-020

MARCH 30, 2017 77

Office of Construction and Facilities Management

MARCH 31, 2022

CONSTRUCTION DOCUMENT

FULLY SPRINKLERED

6 GREEN TREE DRIVE

S. BURLINGTON, VT 05403

TEL: (802) 878-7661

FAX: (866) 783-7101

www.dubois-king.com

RANDOLPH, VT · SPRINGFIELD, VT · BRANDON, VT LACONIA, NH · BEDFORD, NH

97 PARK STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

CODE REVIEW

· ¾”

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. 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 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. DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND LIFE SAFETY INFORMATION. 2. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY CONSTRUCTION. 3. GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE COR WHEN LIFE 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. GENERAL CONTRACTOR SHALL KEEP DUST CONTAINMENT BARRIER PRESSURE GENERAL 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. GENERAL CONTRACTOR SHALL MEASURE CONSTRUCTION DUST CONTAINMENT GENERAL 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. GENERAL CONTRACTOR SHALL INSPECT THE INTEGRITY OF THE DUST GENERAL 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 SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE WORK SITE SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE PRESENT ON SITE. 8. FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE CONSTRUCTION AREA SHALL BE RE4PLACED AS NEEDED (AT APPROXIMATELY 75% USED). 9. GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, ON A DAILY BASIS. 10. HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY TO MAINTAIN LIFE 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 ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE POSTED ON JOB SITE. 12. ICRA (INFECTION CONTROL RISK ASSESSMENT) SHALL BE POSTED ON JOB 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 SMOKING REGULATIONS SHALL BE FOLLOWED, AS PER VA-OWNER REQUIREMENTS. 14. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION AREA. 15. SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES 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 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 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 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 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. GSD/GS - SITE INFORMATION: WORK RELATED TO SITE DEMOLITION AND NEW INFORMATION. AD / AS - ARCHITECTURAL: WORK RELATED TO THE DEMOLITION OF THE BUILDING 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. SSD / SS - STRUCTURAL: WORK RELATED TO BUILDING STRUCTURE. ESD / ESL / ESP - ELECTRICAL: WORK RELATED TO THE ELECTRICAL SYSTEM. MH / PL / PD / PT - MECHANICAL: WORK RELATED TO THE MECHANICAL SYSTEMS (HVAC AND PLUMBING).

AutoCAD SHX Text ~w" CRUSHED STONE

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LEDGE/ROCK

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GRATING

AutoCAD SHX Text GROUT or FINE CRUSHED GRAVEL

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CONCRETE

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NORTH ARROW(S)

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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

AutoCAD SHX Text [98'-0"]

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WOOD

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BRICK

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UNDISTURBED SUBGRADE

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CMU BLOCK

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RIGID INSULATION

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COMPACTED GRANULAR FILL

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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 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 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 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 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 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 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 PROJECT 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 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 VAMC'S INFECTION CONTROL REQUIREMENTS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND 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 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 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.

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1. THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL 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” THE TERMS “APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” , “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” , “ACCEPTABLE”, “MATCH EXISTING” ACCEPTABLE”, “MATCH EXISTING” , “MATCH EXISTING” MATCH EXISTING” 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

AutoCAD SHX Text SEE ALSO: DRAWING 6-AS-001 GENERAL CONDITIONS DRAWING 6-SS-001 BASIS OF DESIGN, GENERAL NOTES, ABBREVIATIONS DRAWING 6-MH-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 6-PL-001 PLUMBING GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 6-ES-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS AND LEGEND

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VA FORM 08-6231

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APPLICABLE CODES: NFPA 101 - 2021 CHAPTER 38 NEW BUSINESS NFPA 101 - 2021 CHAPTER 38 NEW BUSINESS IBC - 2021 IEBC - 2021 MASSACHUSETTS STATE BUILDING CODE AMENDMENTS - 8TH EDITION EDITION ARCHITECTURAL BARRIERS ACT/VA BARRIER FREE DESIGN STANDARD CONSTRUCTION TYPE: NFPA 101 IBC NFPA 101 IBC IBC UNPROTECTED NON COMBUSTIBLE III(200) IIIB III(200) IIIB IIIB FIRE PROTECTION: FULLY SPRINKLERED WITH FIRE ALARM FULLY SPRINKLERED WITH FIRE ALARM USE GROUP: OFFICE B OFFICE B B BUILDING AREA: FIRST FLOOR: 9,430 SF 9,430 SF 9,430 SF SECOND FLOOR: 9,216 SF 9,216 SF 9,216 SF TOTAL AREA: 18,646 SF 18,646 SF OCCUPANT LOAD: NFPA SECTION 7.3.1.2 NFPA SECTION 7.3.1.2 FIRST FLOOR OFFICE AREA (150 SF/PERSON): 63 PERSONS 63 PERSONS 63 PERSONS SECOND FLOOR OFFICE AREA (150 SF/PERSON): 62 PERSONS 62 PERSONS 62 PERSONS TOTAL POSSIBLE OCCUPANT LOAD: 125 PERSONS 125 PERSONS EGRESS REQUIRED ACTUAL REQUIRED ACTUAL ACTUAL ACTUAL 125 PERSONS X 0.2” PER PERSON: PER PERSON: FIRST FLOOR: 25” (2 EXITS REQ'D) 212” (5 EXITS PROVIDED) 25” (2 EXITS REQ'D) 212” (5 EXITS PROVIDED) (2 EXITS REQ'D) 212” (5 EXITS PROVIDED) 212” (5 EXITS PROVIDED) (5 EXITS PROVIDED) SECOND FLOOR: 25” (2 EXITS REQ'D) 80” (2 EXITS PROVIDED) 25” (2 EXITS REQ'D) 80” (2 EXITS PROVIDED) (2 EXITS REQ'D) 80” (2 EXITS PROVIDED) 80” (2 EXITS PROVIDED) (2 EXITS PROVIDED) STAIRS: 125 PERSONS X 0.3” PER PERSON: 37.5” 46” AT EACH STAIR PER PERSON: 37.5” 46” AT EACH STAIR 37.5” 46” AT EACH STAIR 46” AT EACH STAIR AT EACH STAIR CORRIDOR WALLS: NFPA 101 - 38.3.6.1, FIRE RATING NOT REQUIRED. NFPA 101 - 38.3.6.1, FIRE RATING NOT REQUIRED. DEAD END CORRIDORS: 50' ALLOWED 42' MAX ACTUAL 50' ALLOWED 42' MAX ACTUAL 42' MAX ACTUAL FIRE RESISTANCE RATINGS: REQUIRED ACTUAL REQUIRED ACTUAL ACTUAL ACTUAL EXTERIOR BEARING WALLS: 2 HOURS >2 HOURS 2 HOURS >2 HOURS >2 HOURS INTERIOR BEARING WALLS: 0 HOURS >1 HOUR 0 HOURS >1 HOUR >1 HOUR INTERIOR NON BEARING WALLS: 0 HOURS >1 HOUR 0 HOURS >1 HOUR >1 HOUR RATINGS OF WALLS BASED ON IEBC APPENDIX W-5-M-76 (3/4 HOUR) FOR INTERIOR WALLS. ACTUAL WALLS ARE THICKER THAN OPTIONS IN CHART, ACTUAL PLASTER DEPTH IS ¾”. . W-12-M-25 (6 HOURS) FOR EXTERIOR WALLS. NO INDICATION IN CHART FOR PLASTER INTERIOR FINISH. COLUMNS SUPPORTING A ROOF ONLY: 0 HOURS 0 HOURS TRUSSES: 0 HOURS 0 HOURS FLOOR CONSTRUCTION: 0 HOURS <1 HOUR (CONCRETE FLOOR AND ATTIC DECK) 0 HOURS <1 HOUR (CONCRETE FLOOR AND ATTIC DECK) <1 HOUR (CONCRETE FLOOR AND ATTIC DECK) ROOF CONSTRUCTION: 0 HOURS 0 HOURS SMOKE BARRIERS: 38.3.7-NOT REQUIRED. EXISTING SMOKE BARRIER AT EACH AT EACH FLOOR 38.3.7-NOT REQUIRED. EXISTING SMOKE BARRIER AT EACH AT EACH FLOOR EXISTING SMOKE BARRIER AT EACH AT EACH FLOOR TO REMAIN, DOORS TO BE REMOVED.

4 6

8A 6A

15 45

T11

1W-A

1E-A

12A

T15 T13

4 6

41T12

13S

1Oxy

RETENTION

POND

LIMITS OF CONSTRUCTION PLAN

6-GI-003

SRMRFK 3

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

HVAC AND ROOF

VA CWM

ARCHITECT/ENGINEERS: BUILDING NO. 6 631-16-020

MARCH 30, 2017 77

Office of Construction and Facilities Management

MARCH 31, 2022

CONSTRUCTION DOCUMENT

FULLY SPRINKLERED

6 GREEN TREE DRIVE

S. BURLINGTON, VT 05403

TEL: (802) 878-7661

FAX: (866) 783-7101

www.dubois-king.com

RANDOLPH, VT · SPRINGFIELD, VT · BRANDON, VT LACONIA, NH · BEDFORD, NH

97 PARK STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

AutoCAD SHX Text S

AutoCAD SHX Text ABANDONED See Drawing #027

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PICTURE 2010-07

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AutoCAD SHX Text unknown electrical ductbank - Sep 2015

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RAMP

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COVERED WALKWAY (TUNNEL)

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INNER OVAL ROAD

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OUTER OVAL ROAD

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COOLER CHILLER

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SMOKE STACK

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SMOKE

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STACK

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FOUNDATION

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RARE TREE DO NOT HARM DAWN REDWOOD

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TIME CAPSULE

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TELEPHONE LINE (ROUTE NOT SURE???)

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CONCRETE COVER/SLAB ABOUT 2FEET SQUARE UNKNOWN WIRES??

AutoCAD SHX Text LOCATED DEC 2013; 55 FEET FROM CORNER OF B19. SEE PICTURES "2013-11 - I.T. B20 10 B17 (IN-HOUSE)"

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ELECTRIC SIGN

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ELECTRIC SIGN

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BASKETBALL HALF-COURT

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FLAG POLE

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BUS STOP SHELTER

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FUTURE LOCATION OF EMERGENCY CACHET STORAGE

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RAMP

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RAMP

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COVERED WALKWAY AND RAMP

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STORAGE SHED

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RAMP

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CONCRETE PAD

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CONCRETE PAD

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CONCRETE PAD

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RAMP

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MATCH LINE

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MATCH LINE

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COVERED WALKWAY (TUNNEL)

AutoCAD SHX Text SITE RESTORATION NOTES: 1. RESTORE TO ORIGINAL CONDITION EXISTING TURF AREAS DAMAGED DURING CONSTRUCTION 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 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 PROJECT AND AFTER 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.

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LIMITS OF CONSTRUCTION LEGEND:

AutoCAD SHX Text DENOTES LIMITS OF INTERIOR WORK DENOTES LIMITS OF CONSTRUCTION EIGHT FOOT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCE (CF) BARRICADE (SEE DETAIL 'TF' ON THIS SHEET)

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SCALE: 1" = 30'-0"

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LIMITS OF CONSTRUCTION PLAN

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NOT TO SCALE

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KEY PLAN

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GRAPHIC SCALE 1" = 30'-0"

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AutoCAD SHX Text STOCKPILE NOTES: 1. TOP SOIL AND FILL THAT IS TO REMAIN STOCK PILES ON-SITE FOR PERIODS GREATER TOP SOIL AND FILL THAT IS TO REMAIN STOCK PILES ON-SITE FOR PERIODS GREATER THAN 30 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO SEEDING OPERATION, THE STOCK PILED MATERIAL SHALL BE GRADED AS NEEDED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL ERODABLE MATERIALS BE STOCK PILED WITHIN 25 FEET OF ANY DITCH. 2. SILT FENCE SHALL BE CONSTRUCTED AROUND ALL STOCK PILES OF FILL, TOP SOIL AND SILT FENCE SHALL BE CONSTRUCTED AROUND ALL STOCK PILES OF FILL, TOP SOIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED FOR PERIODS LESS THAN 30 DAYS. SILT FENCE SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIME AS SAID STOCK PILES ARE REMOVED AND STOCK PILING AREAS ARE BROUGHT TO FINAL GRADE AND PERMANENTLY STABILIZED. 3. TOP SOIL AND EXCAVATED MATERIALS IN EXCESS OF MATERIALS NOT INTENDED FOR TOP SOIL AND EXCAVATED MATERIALS IN EXCESS OF MATERIALS NOT INTENDED FOR BACKFILL MUST BE REMOVED FROM THE PROJECT SITE. CONTRACTOR SHALL ONLY MAINTAIN MATERIALS THAT HAVE BEEN SURVEYED AND APPROVED FOR BACKFILL AND UNDER NO CONDITION SHALL EXCESS MATERIALS BE STOCKPILED. THE CONTRACTOR IS LIMITED TO THE NUMBER OF STOCKPILES ALLOWED AND SIZE AS COORDINATED BY THE CAMPUS AND THE ENGINEER.

AutoCAD SHX Text MULCHING AND SEEDING NOTES: 1. STABILIZING MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF STABILIZING MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NO MORE THAN 14 DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION INCLUDES MULCH, STRAW, HAY, EROSION CONTROL FABRIC OR SOME FUNCTIONAL EQUIVALENT. 2. TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHOULD BE CARRIED OUT TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHOULD BE CARRIED OUT WITHIN 14 DAYS OF THE FILL GRADE BEING FINALIZED TO AVOID ALL POSSIBLE CONTAMINATION OF PONDS, STREAMS, OR OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OVER THE MULCH IS RECOMMENDED TO PROVIDE POSITIVE 'TACKING' OF THE MULCH AND INCREASED PROTECTION AGAINST EROSION. 3. EROSION CONTROL FABRIC, SPECIFICALLY NORTH AMERICAN GREEN S150 DOUBLE EROSION CONTROL FABRIC, SPECIFICALLY NORTH AMERICAN GREEN S150 DOUBLE NET STRAW BLANKET SHALL SERVE AS A TEMPORARY EROSION CONTROL MEASURE ON ALL SLOPES GREATER THAN OR EQUAL TO 4:1 AND AS INDICATED ON THIS PLAN. THE FABRIC WILL REMAIN UNTIL PERMANENT STABILIZATION MEASURES OCCUR. 4. APPLY SEED MIXTURE PER MANUFACTURER'S RECOMMENDATION AND PER APPLY SEED MIXTURE PER MANUFACTURER'S RECOMMENDATION AND PER SPECIFICATION SECTION 312011, TYPICAL.

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VA FORM 08-6231

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BUILDING 6A

BUILDING 6

BUILDING 6A

BUILDING 6

CHILLER AREA SITE PLANS

6-GS-101

SRMMH 4

CHILLER AREA - EXISTING CONCRETE PAD DEMO PLAN

CHILLER AREA - FENCE AND CONCRETE PAD LAYOUT PLAN

CHILLER AREA - GRAVEL AND GRADING PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

HVAC AND ROOF

VA CWM

ARCHITECT/ENGINEERS: BUILDING NO. 6 631-16-020

MARCH 30, 2017 77

Office of Construction and Facilities Management

MARCH 31, 2022

CONSTRUCTION DOCUMENT

FULLY SPRINKLERED

6 GREEN TREE DRIVE

S. BURLINGTON, VT 05403

TEL: (802) 878-7661

FAX: (866) 783-7101

www.dubois-king.com

RANDOLPH, VT · SPRINGFIELD, VT · BRANDON, VT LACONIA, NH · BEDFORD, NH

97 PARK STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

AutoCAD SHX Text EXISTING CONCRETE PADS AT EGRESS DOORS TO BE REMOVED TYPICAL AT 2 LOCATIONS AS SHOWN.

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EXISTING PAD MOUNTED XFMR

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WORK POINT

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PROVIDE 3' MAN-GATE W/ PADLOCK, PROVISION, TYPICAL AT 2 LOCATIONS. SEE NOTE X.

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PROVIDE 8' HIGH CHAIN LINK FENCE W/ PRIVACY SLATS. SEE FENCE DETAILS.

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CONTROL PANEL

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CONTROL PANEL

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BUFFER TANK

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BUFFER TANK

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6-ACCH-1

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6-ACCH-2

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GS502

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GLYCOL MAKE-UP SYSTEM. REFER TO MECHANICAL PLANS.

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EXISTING PAD MOUNTED XFMR

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CONCRETE PAD

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FENCE

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GS501

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PROVIDE (5) EACH PIPE BOLLARDS AS SHOWN, SEE DETAIL.

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SS501

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AutoCAD SHX Text PROVIDE 12" THICK CONCRETE PAD AS SHOWN. SEE STRUCTURAL DRAWING 6-SS-501 FOR PAD DETAIL. MATCH TOC ELEVATION OF REMOVED PADS.

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CONCRETE PAD

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FENCE

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CONCRETE PAD

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FENCE

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GS501

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AutoCAD SHX Text PROVIDE 8' HIGH TEMPORARY CONSTRUCTION FENCE AND DOUBLE SWING GATE WITH LOCKING PROVISION. SEE DETAIL.

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WORK POINT

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CONTROL JOINT (1 IN EACH DIRECTION) SEE DETAIL

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SS501

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CORK BOARD ALONG 6A. SEE DETAIL

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SS501

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SS501

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ALIGN SLAB W/ CORNER OF BLDG 6A

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EXISTING PAD MOUNTED XFMR

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SS501

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AutoCAD SHX Text PROVIDE 4" THICK LAYER OF CRUSHED STONE FROM EDGE OF CONCRETE PAD TO 6" BEYOND FENCE AS SHOWN. SEE DETAIL.

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SWALE

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WORK POINT

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PATH OF EGRESS

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GS501

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PROVIDE SILT FENCE SEE DETAIL.

AutoCAD SHX Text 8FT TEMPORARY CHAIN LINK CONSTRUCTION FENCE (CF) (PORTABLE BARRICADE W/ LOCKING PROVISION AT GATES). DENOTES LIMITS OF CONSTRUCTION PROPOSED CONTOURS / GRADING SILT FENCE (SEE DETAIL SF/GS503) ARROW DENOTES FLOW/SLOPE DIRECTION

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PARTIAL SITE LEGEND:

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SCALE: 1/4" = 1'-0"

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SCALE: 1/4" = 1'-0"

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SCALE: 1/4" = 1'-0"

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GRAPHIC SCALE 1/4" = 1'-0"

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AutoCAD SHX Text CONTOURS AT B6A CHILLER PAD AND RELATED SITE WORK: 1. CONTRACTOR TO PROVIDE A PROPOSED GRADING LAYOUT TO MATCH THE INTENT OF THE CONTRACTOR TO PROVIDE A PROPOSED GRADING LAYOUT TO MATCH THE INTENT OF THE CONTOURS INDICATED AT THE CHILLER AREA SITE PLAN. EXISTING ELEVATIONS SHALL BE FIELD VERIFIED AND PROPOSED CONTOURS SHALL BE MODIFIED TO MATCH THE PROPOSED SITE IMPROVEMENTS. THE STANDARD CONTOUR INTERVALS FOR THE CONTOUR PLAN (1' MINIMUM) SHALL BE PREPARED BY THE CONTRACTOR, AND A DETAILED BASE GRADING PLAN SHALL BE SUBMITTED FOR APPROVAL AS PART OF THE SHOP DRAWING REVIEW PROCESS. 2. ALL SITE WORK SHALL SLOPE SURFACES NO GREATER THAN 3:1 PREFERABLY 4:1. ALL SITE WORK SHALL SLOPE SURFACES NO GREATER THAN 3:1 PREFERABLY 4:1. 3. EARTH SLOPES SHALL CONFORM TO THE FOLLOWING CRITERIA: FOR SLOPES 3.0 FEET EARTH SLOPES SHALL CONFORM TO THE FOLLOWING CRITERIA: FOR SLOPES 3.0 FEET HIGH OR LESS, MAXIMUM SLOPE SHOULD NOT EXCEED 2:1 (HORIZONTAL TO VERTICAL). FOR SLOPES GREATER THAN 3.0 FEET HIGH, MAXIMUM SLOPE SHOULD NOT EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS STABILIZED FROM SLOPE FAILURE. COORDINATE WORK WITH COR. 4. ALL SLOPES SHALL BE PROTECTED FROM EROSION, ESPECIALLY WHEN SUBJECTED TO ALL SLOPES SHALL BE PROTECTED FROM EROSION, ESPECIALLY WHEN SUBJECTED TO UPLAND FLOWS. DRAINAGE OF SURFACE WATER SHOULD BE PROVIDED AWAY FROM ALL SIDES OF THE CHILLER PAD AND BUILDING 6A IN A MANNER THAT WILL PREVENT ADVERSE SUPPORTING SOIL BEHAVIOR; PREVENT SOIL EROSION; AND PREVENT STANDING (OR PONDING) OF WATER ON SITE. 5. ALL TOPSOIL, CRUSHED GRAVEL, CRUSHED STONE FILL AND YARD SURFACING MATERIAL ALL TOPSOIL, CRUSHED GRAVEL, CRUSHED STONE FILL AND YARD SURFACING MATERIAL SHALL MATCH DETAILS AND SPECIFICATIONS. THE SITE SHALL BE FULLY RESTORED AFTER COMPLETION OF THE WORK.

AutoCAD SHX Text SITE WORK NOTES: 1. ALL SEEDING AND MULCHING WORK REQUIRED FOR SITE RESTORATION SHALL BE PERFORMED ALL SEEDING AND MULCHING WORK REQUIRED FOR SITE RESTORATION SHALL BE PERFORMED BETWEEN SEPTEMBER 4TH AND OCTOBER 19TH AND BETWEEN MAY 1ST AND JUNE 30TH. REFER TO MULCHING & SEEDING NOTES ON DRAWING 6-G1-003. REFER ALSO TO SPECIFICATION SECTION 312011 FOR ALL EARTHWORK AND TOP SOIL REQUIREMENTS. 2. CONTRACTOR PARKING: PARKING FOR THIS PROJECT WILL BE AS DIRECTED BY THE COR, CONTRACTOR PARKING: PARKING FOR THIS PROJECT WILL BE AS DIRECTED BY THE COR, PARKING FOR THIS PROJECT WILL BE AS DIRECTED BY THE COR, WORKERS WILL NEED TO BE TRANSPORTED TO BUILDING NO. 6 PROJECT SITE. 3. CONTRACTOR'S STAGING AREA(S): CONTRACTOR'S STAGING AREA(S): SEE PLAN ABOVE FOR CONTRACTOR'S STAGING AREA(S) AND REFER ALSO TO LOCATION AREA(S) AND REFER ALSO TO LOCATION MAP ON DRAWING 6-GI-001 (COVER SHEET) FOR ADDITIONAL CONTRACTOR'S STAGING AREA ON DRAWING 6-GI-001 (COVER SHEET) FOR ADDITIONAL CONTRACTOR'S STAGING AREA ADDITIONAL CONTRACTOR'S STAGING AREA (AS NEEDED).

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VA FORM 08-6231

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SITE DETAILS

6-GS-501

SRMRFK 5

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

HVAC AND ROOF

VA CWM

ARCHITECT/ENGINEERS: BUILDING NO. 6 631-16-020

MARCH 30, 2017 77

Office of Construction and Facilities Management

MARCH 31, 2022

CONSTRUCTION DOCUMENT

FULLY SPRINKLERED

6 GREEN TREE DRIVE

S. BURLINGTON, VT 05403

TEL: (802) 878-7661

FAX: (866) 783-7101

www.dubois-king.com

RANDOLPH, VT · SPRINGFIELD, VT · BRANDON, VT LACONIA, NH · BEDFORD, NH

97 PARK STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING)

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36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

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FLOW

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UNDISTURBED GROUND

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EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.

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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH

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36" MIN. FENCE POST

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FLOW

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COMPACTED SOIL

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PERSPECTIVE VIEW

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SECTION VIEW

AutoCAD SHX Text SILT FENCE NOTES: 1. SILT FENCE SHALL BE PLACED ON DOWN-SLOPE SIDE OF SILT FENCE SHALL BE PLACED ON DOWN-SLOPE SIDE OF EXCAVATED AREAS AND AROUND SOIL STOCKPILES. 2. SILT FENCE MUST BE REPAIRED WHEN THE ENDS ARE FRAYED SILT FENCE MUST BE REPAIRED WHEN THE ENDS ARE FRAYED AND WORN. WHEN ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT WILL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA (SILT DISPOSAL SHALL BE FULLY COORDINATED WITH COR). 3. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 4. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 14 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 6. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

AutoCAD SHX Text SEDIMENT AND EROSION CONTROL NOTES: 1. PREPARE A DETAILED PLAN, PRIOR TO START OF ANY CONSTRUCTION. THIS PLAN SHALL PREPARE A DETAILED PLAN, PRIOR TO START OF ANY CONSTRUCTION. THIS PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. IT MUST BE IN PLACE PRIOR TO CONSTRUCTION START-UP FOR EACH CONSTRUCTION PHASE. AT A MINIMUM, THESE MEASURES SHALL CONSIST OF SILT FENCING AS A MINIMUM. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED AND/OR REPLACED AS NECESSARY, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS STABILIZED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AND MAINTAINED BY THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT IS INSTALLED AND THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER. THE PROPERTY OWNER WILL ASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S) THEREAFTER. 3. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. SITE PREPARATION INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. ALL UNNECESSARY REMOVAL OF WOODY VEGETATION SHALL BE AVOIDED. 4. TRENCH DEWATERING WILL BE CONDUCTED USING A PORTABLE PUMP AND HOSE, AS TRENCH DEWATERING WILL BE CONDUCTED USING A PORTABLE PUMP AND HOSE, AS NECESSARY.

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 Jun 28, 2022.