36C25220B0011-005.pdf

PDF Posted Jan 21, 2020

Attached to: 676-16-103: Remove Asbestos from Crawl Spaces Federal contract opportunity
Solicitation number: 36C25220B0011
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction contract opportunity to remove asbestos from crawl spaces at the Tomah VA Medical Center in Wisconsin. The project involves removing asbestos insulation from existing piping and fibers from soil in four building crawl spaces totaling approximately $500,000 to $1,000,000. The period of performance is 182 calendar days from the notice to proceed. The North American Industry Classification Code is 238220 and the size standard for small businesses is $16.5 million. In accordance with VAAR 819.7003(b), the solicitation is set aside for service-disabled veteran-owned small businesses. Offerors must represent their SDVOSB eligibility and small business size status at time of bid submission and prior to award. The solicitation and pre-bid site conference details will be available on SAM.gov in January 2020, with responses due in February.

From the source

36C25220B0011 S02 36C25220B0011 Att3 DWGS 2019.11.05 676.16.103 Asbestos Crawlspace.pdf

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Other files for this federal contract opportunity

Other files attached to 676-16-103: Remove Asbestos from Crawl Spaces, newest first.
File	Type	Posted
36C25220B0011-0006001.pdf	PDF	Mar 3, 2020
36C25220B0011-0006000.docx	DOCX document	Mar 3, 2020
36C25220B0011-0006002.docx	DOCX document	Mar 3, 2020
36C25220B0011-0005000.docx	DOCX document	Feb 21, 2020
36C25220B0011-0005001.pdf	PDF	Feb 21, 2020
36C25220B0011-0004000.docx	DOCX document	Feb 19, 2020
36C25220B0011-0004002.docx	DOCX document	Feb 19, 2020
36C25220B0011-0004001.pdf	PDF	Feb 19, 2020
36C25220B0011-0003001.pdf	PDF	Feb 14, 2020
36C25220B0011-0003000.docx	DOCX document	Feb 14, 2020
36C25220B0011-0002002.pdf	PDF	Jan 29, 2020
36C25220B0011-0002003.pdf	PDF	Jan 29, 2020
36C25220B0011-0002001.pdf	PDF	Jan 29, 2020
36C25220B0011-0002004.pdf	PDF	Jan 29, 2020
36C25220B0011-0002000.docx	DOCX document	Jan 29, 2020
36C25220B0011-0001000.docx	DOCX document	Jan 24, 2020
36C25220B0011-008.pdf	PDF	Jan 21, 2020
36C25220B0011-007.pdf	PDF	Jan 21, 2020
36C25220B0011-006.pdf	PDF	Jan 21, 2020
36C25220B0011-003.pdf	PDF	Jan 21, 2020
36C25220B0011-002.docx	DOCX document	Jan 21, 2020
36C25220B0011-004.pdf	PDF	Jan 21, 2020

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PROJECT NO.: 676-16-103

LOCATION MAP

PROJECT TEAM

PROJECT LEADER/ARCHITECT

PENN CONSTRUCTION GROOP

VETERANS AFFAIRS MEDICAL CENTER

500 E VETERANS ST

TOMAH, WI 54660

CAMPUS MAP SHEET INDEX

IN THE CASE OF CONFLICTS OR DISCREPANCIES

WITHIN OR AMONG THE CONTRACT DRAWINGS, THE

BETTER QUALITY, MORE STRINGENT REQUIREMENTS

OR GREATER QUANTITY OF WORK, AS DETERMINED

BY THE GOVERNMENT, SHALL BE PROVIDED.

MECHANICAL

PENN CONSTRUCTION GROUP

PLUMBING

REMOVE ASBESTOS FROM CRAWL SPACE

SHEET NUMBER SHEET NAME

ISSUED FOR

DRAFT SUBMITTAL

09/30/2019

PENN CONSTRUCTION GROUP

GENERAL INFORMATION

GI001 TITLE SHEET X

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-16-103

Office of

Facilities

Management

100% CONSTRUCTION DOCS

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

Remove Asbestos From

Crawl Space

3770 S. PENNSYLVANIA AVE., UNIT 8

MILWAUKEE, WI 53235

November 5, 2019

W7748 CTY HWY V

LAKE MILLS, WI 53551

GI001

TITLE SHEET

KAB

PROJECT

LOCATION

ST. FRANCIS LOCATION

3770 S. PENNSYLVANIA AVE., UNIT 8

ST. FRANCIS,WI 53235

PHONE: (414) 391-2797

PENN CONSTRUCTION GROUP

ST. FRANCIS LOCATION

3770 S. PENNSYLVANIA AVE., UNIT 8

ST. FRANCIS,WI 53235

PHONE: (414) 391-2797

ST. FRANCIS LOCATION

3770 S. PENNSYLVANIA AVE., UNIT 8

ST. FRANCIS,WI 53235

PHONE: (414) 391-2797

HAZARDOUS ABATEMENT

HAZARDOUS MATERIALS

ENVIRONMENTAL MANAGEMENT CONSULTING

W7748 COUNTY HIGHWAY V

LAKE MILLS,WI 53551

PHONE: (920) 648-6343

ISSUED FOR

FINAL SUBMITTAL

11/05/2019

HA001

HA101

HA102

HA103

HA104

HAZARDOUS ABATEMENT ABBREVIATIONS, NOTES, AND DETAILS

HAZARDOUS ABATEMENT B400 CRAWL SPACE PLAN

HAZARDOUS ABATEMENT B401 CRAWL SPACE PLAN

HAZARDOUS ABATEMENT B403 CRAWL SPACE PLAN

HAZARDOUS ABATEMENT B424 CRAWL SPACE PLAN

MECHANICAL

M001

MP101

MP102

MP103

MP104

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

MECHANICAL B400 CRAWL SPACE PLAN

MECHANICAL B401 CRAWL SPACE PLAN

MECHANICAL B403 CRAWL SPACE PLAN

MECHANICAL B424 CRAWL SPACE PLAN

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text 6"

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VA FORM 08-6231, OCT 1978

SOIL BELOW POLY SHEETING

MAY BE CONTAMINATED WITH

ASBESTOS CONTAINING DEBRIS.

DO NOT DISTURB WITHOUT

PROPER TRAINING AND

EQUIPMENT.

CAUTION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-16-103

Office of

Facilities

Management

100% CONSTRUCTION DOCS

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

Remove Asbestos From

Crawl Space

3770 S. PENNSYLVANIA AVE., UNIT 8

MILWAUKEE, WI 53235

November 5, 2019

W7748 CTY HWY V

LAKE MILLS, WI 53551

HAZARDOUS ABATEMENT,

ABBREVIATIONS, NOTES, AND

DETAILS

KAB

HA001

1/2" = 1'-0"

POLY CRITICAL BARRIER FOR ABATEMENT

1-1/2" = 1'-0"

10 MIL. POLY SHEETING INSTALLATION DETAIL

3" = 1'-0"

SIGNAGE DETAIL

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FINISH FACE OR FIRST FLOOR

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FURNITURE, FIXTURE, AND EQUIPMENT

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FABRIC WALLCOVERING

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NFPA

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NATIONAL FIRE PROTECTION ASSOCIATION

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NIC

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NOT IN CONTRACT

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NUMBER

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NOM

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NOISE REDUCTION COEFFICIENT

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NATIONAL ROOFING CONTRACTORS ASSOCIATION

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ON CENTER

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OUTSIDE DIMENSION OUTSIDE DIAMETER

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%%UFIRE AND SAFETY NOTES

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%%UGENERAL NOTES

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1. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. A MINIMUM OF 10-HOUR OSHA TRAINING IS REQUIRED FOR ALL CONTRACT WORKERS ON SITE. TRAINING MUST BE CURRENT WITHIN THE LAST TWO YEARS. 2. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. 3. ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE DEPARTMENT. PERMIT IS VALID ALL HOT WORK PERMITS MUST BE OBTAINED FROM THE VA FIRE DEPARTMENT. PERMIT IS VALID FOR ONE WEEK. 4. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. FAILURE VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT. 5. ALL SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND ATTEND A PRE-BID WALK THRU TO ALL SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND ATTEND A PRE-BID WALK THRU TO INSPECT THE EXISTING AREA AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ACTUAL JOB CONDITIONS BEFORE SUBMITTING BID. 6. WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING AREA HAS BEEN WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING AREA HAS BEEN INDICATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE, CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES, FIRE ALARM, ROOF DRAINS, ACCESS COVERS, AND OTHER STRUCTURES NOT PARTICULARLY SHOWN ON PLAN AT NO EXTRA COST. BEFORE CONSTRUCTION, INSPECT PREMISES AND MAKE A DETAILED EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE INSTALLED. EXAMINE EXISTING PIPING, CONDUITS, STRUCTURAL SUPPORTING BEAMS, AND OTHER CONDITIONS. 7. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE PROJECT. 8. CONTRACTOR IS TO COORDINATE ALL WORK WITH THE THE VA CONTRACTING OFFICER'S CONTRACTOR IS TO COORDINATE ALL WORK WITH THE THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) 9. DO NOT INTERFERE WITH EXISTING BUILDING'S MECHANICAL, ELECTRICAL, AND SECURITY SYSTEMS DO NOT INTERFERE WITH EXISTING BUILDING'S MECHANICAL, ELECTRICAL, AND SECURITY SYSTEMS OPERATIONS. IF IT IS NECESSARY TO SHUT DOWN FACILITY SYSTEMS AT ANY TIME, CONSULT VA COR TO MAKE ARRANGEMENTS TO DO SO DURING OFF-HOUR WORKING PERIODS AT THE VA'S CONVENIENCE. PRIOR NOTICE SHALL BE GIVEN TO THE VA AND ARCHITECT/ENGINEER (14) DAYS IN ADVANCE OF THE DESIRED SHUT-DOWN TIME. ANY PREMIUM OR OVERTIME COSTS NECESSARY TO ACCOMPLISH THE ABOVE SHALL BE INCLUDED IN THIS BID. FAILURE TO PROCEED WITHOUT PROPER PRIOR NOTIFICATION MAY RESULT IN THE ASSESSMENT OF A CREDIT TO THE CONTRACT. 10. CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK ON CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK ON THE LAWN AREAS; THE ONLY EXCEPTION IS TO LOAD AND UNLOAD SUPPLIES OR EQUIPMENT. 11. CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT ARE NOT TO BE LEFT UNATTENDED AND ARE TO BE SECURED AT ALL TIMES WHEN THE CONTRACTOR IS NOT PRESENT. 12. CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY ERECTING CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY ERECTING A DUST BARRIER AND VENTILATION WITH HEPA FILTERS. IF VENTING TO OUTSIDE, THE CONTRACTOR WILL INSURE NEGATIVE AIR PRESSURE IS MAINTAINED IN ENCAPSULATED WORK AREA. WHEN TRANSPORTING DEBRIS, WET DOWN SUFFICIENTLY TO PREVENT DUST SPREADING. 13. IF SCAFFOLDING IS USED, IT MUST BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS AND IS IF SCAFFOLDING IS USED, IT MUST BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS AND IS TO BE ENCLOSED FOR THE FIRST EIGHT FEE ABOVE GROUND AT END OF EACH WORKING DAY, UNTIL DISMANTLED. LADDERS MUST BE REMOVED AND LOCKED UP AT THE END OF EACH WORKING DAY TO PREVENT UNAUTHORIZED PERSONS FROM HAVING ACCESS. 14. ALL CRANE LIFT OPERATIONS MUST HAVE A LIFT PLAN DRAWING AND AN OUTAGE SCHEDULE TO ALL CRANE LIFT OPERATIONS MUST HAVE A LIFT PLAN DRAWING AND AN OUTAGE SCHEDULE TO ALLOW THE VA TO EVACUATE TWO FLOORS BELOW LIFT SWING ARC. 15. PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE REPLACED PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE REPLACED TO MATCH ORIGINAL ITEM, OR REPAIRED TO MATCH EXISTING OR ADJACENT MATERIAL AS APPROVED BY THE VA COR. 16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE RESTORATION WILL BE PERFORMED BY A LANDSCAPE CONTRACTOR THAT REGULARLY DOES SODDING AS PART OF THEIR BUSINESS. ALL DAMAGED LAWN WILL BE OVERCUT BY 6" OR MORE TO ACCOMMODATE FULL WIDTH ROLLS OF SOD. TOPSOIL TO BE TILLED AND GRADED TO A SMOOTH MATCHING GRADE OF UNDAMAGED LAWN. SOD TO BE THOROUGHLY SATURATED WITH WATER UPON PLACEMENT. THE CONTRACTOR IS RESPONSIBLE FOR WATERING NEW SOD UNTIL PROJECT ACCEPTANCE BY THE COR. 17. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE TO THE SATISFACTION OF THE VA COR. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE TO THE SATISFACTION OF THE VA COR. 18. WORK HOURS: WORK HOURS: DAYTIME 8 AM - 4:30 PM - NORMAL WORK THAT DOES NOT CREATE VIBRATION, LOUD NOISE - NORMAL WORK THAT DOES NOT CREATE VIBRATION, LOUD NOISE OR ODORS OR REQUIRE LOADING DOCK / TRUCK SPACE. 8 PM - 6 AM - WORK REQUIRING OUTAGES, TRUCK SPACE. - WORK REQUIRING OUTAGES, TRUCK SPACE. WEEKENDS - WORK THAT CREATES LOUD NOISE, VIBRATIONS, ODORS, OUTAGES AND/OR TRUCK - WORK THAT CREATES LOUD NOISE, VIBRATIONS, ODORS, OUTAGES AND/OR TRUCK SPACE / CRANES. 19. CONTRACTOR TO PROVIDE "SUBMITTAL EXCHANGE" SECURE ONLINE SYSTEM FOR EXCHANGING, CONTRACTOR TO PROVIDE "SUBMITTAL EXCHANGE" SECURE ONLINE SYSTEM FOR EXCHANGING, REVIEWING AND ARCHIVING SUBMITTALS, RFIS, AND OTHER CONSTRUCTION COMMUNICATIONS ELECTRONICALLY.

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1. MAINTAINING THE INTEGRITY OF THE FIRE AND SAFETY SYSTEMS IN PLACE IN THE MEDICAL MAINTAINING THE INTEGRITY OF THE FIRE AND SAFETY SYSTEMS IN PLACE IN THE MEDICAL CENTER AND ALL OF ITS OUT BUILDINGS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. IN ADDITION TO ALL VA MEDICAL CENTER POLICIES & REGULATIONS, ALL FEDERAL GOVERNMENT, IN ADDITION TO ALL VA MEDICAL CENTER POLICIES & REGULATIONS, ALL FEDERAL GOVERNMENT, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO ALL OF THEIR CONTRACTORS AND SUB-CONTRACTORS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PERTINENT OSHA SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PERTINENT OSHA SAFETY REQUIREMENTS. 4. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS FOR DURATION OF CONSTRUCTION. PROVIDE CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS FOR DURATION OF CONSTRUCTION. PROVIDE ADEQUATE NUMBER OF STANDARD ABC 10 LB EXTINGUISHERS FOR COVERAGE OF ENTIRE SPACE. EACH EXTINGUISHER SHALL HAVE MONTHLY SIGN-OFF. 5. FIRE WATCH IS REQUIRED FOR ALL HOT WORK UNTIL 30 MINUTES AFTER HOT WORK IS FIRE WATCH IS REQUIRED FOR ALL HOT WORK UNTIL 30 MINUTES AFTER HOT WORK IS COMPLETED. FOLLOW STANDARD VA FIRE WATCH PROCEDURE. 6. ALL EXTENSION CORDS USED BY CONTRACTOR SHALL BE IN GOOD WORKING ORDER. NO FRAYED ALL EXTENSION CORDS USED BY CONTRACTOR SHALL BE IN GOOD WORKING ORDER. NO FRAYED CORDS; NO CORDS PLUGGED IN WHILE NOT IN USE; NO TANGLED CORDS.

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6 MIL. POLY CRITICAL BARRIER CEILING PENETRATION

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NOTE: ALL CORNERS TO BE 90 DEGREE ANGLE WITH NO RADIUS

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CEILING

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FLOOR

AutoCAD SHX Text SEAL ALL CRACKS WITH DUCT TAPE & 6 MIL. POLY CRITICAL BARRIER OVER DOORS & WINDOWS

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WINDOW

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DOOR

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6 MIL. POLY OVER EQUIPMENT OR FURNISHING

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6 MIL. POLY WALL OPENING CRITICAL BARRIER

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WALL PROTRUSION SEAL WITH DUCT TAPE ALL SIDES

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2'-0" MIN.

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2'-0" MIN.

AutoCAD SHX Text 10 MIL FIRE-RETARDANT REINFORCED POLYETHYLENE SHEET OVER DIRT FLOOR THROUGHOUT CRAWL SPACE.

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EXIST. FOUNDATION WALL/COLUMN/INTERIOR WALL

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ABATED SOIL

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24" MIN.

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24" MIN.

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PROVIDE SPRAY GLUE & SEAMING TAPE @ JOINTS AS RECOMMENDED BY POLY SHEET MFR.

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10 MIL FIRE-RETARDANT REINFORCED POLY SHEET.

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TAPCON FASTENERS 24" O.C.; MIN. 2 PER SIDE OF COLUMN.

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CONTINUOUS POLY FURRING STRIPS.

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10 MIL FIRE-RETARDANT REINFORCED POLY SHEET.

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EXTEND POLY SHEET 6" BEYOND FASTENERS

AutoCAD SHX Text PROVIDE 14" X 10" SIGN AT EACH ENTRANCE TO CRAWL SPACE. FABRICATE FROM ENAMEL-COATED 1 MM ALUMINUM W/ HEAVY DUTY MAGNETIC BACKING. PROVIDE MOUNTING HOLES IN EACH CORNER.

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HEAT EXCHANGERS

CHILLER

SUMP

HA101

HAZARDOUS ABATEMENT

B400 CRAWL SPACE PLAN

KAB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-16-103

Office of

Facilities

Management

100% CONSTRUCTION DOCS

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

Remove Asbestos From

Crawl Space

3770 S. PENNSYLVANIA AVE., UNIT 8

MILWAUKEE, WI 53235

November 5, 2019

W7748 CTY HWY V

LAKE MILLS, WI 53551

1/8" = 1'-0"

B400 CRAWL SPACE PLAN

NORTH

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4" DRAIN LINE

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C.W. SERVICE

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GAS LINE

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SPRINKLER

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TO THERMO VALVE & FIXTURES ABOVE

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GENERAL NOTES

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B400 SCOPE OF WORK

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1. THE ENTIRE CRAWL SPACE SHALL BE THE ENTIRE CRAWL SPACE SHALL BE ESTABLISHED AS A NEGATIVE PRESSURE CONTAINMENT AREA. 2. CONTRACTOR SHALL INSTALL ENOUGH HEPA CONTRACTOR SHALL INSTALL ENOUGH HEPA FILTERED EXHAUST FANS TO PROVIDE A MINIMUM OF 4 AIR EXCHANGES PER HOUR, AND CONTINUOUSLY MAINTAIN A PRESSURE DIFFERENTIAL OF -0.02” WATER COLUMN GAUGE. WATER COLUMN GAUGE. 3. ABATEMENT CONTRACTOR SHALL COORDINATE ALL ABATEMENT CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VA CONTRACTING OFFICER'S REPRESENTATIVE (C0R).

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KEYED NOTES

AutoCAD SHX Text CRAWL SPACE VENT - TO BE SEALED AND/OR UTILIZED FOR EXHAUST OF HEPA FILTERED EXHAUST FANS. DECONTAMINATION SUITE/BAG OUT SYSTEM. REMOVE DEBRIS AND PROVIDE POLY SHEETING PER SCOPE OF WORK IN ENTIRE CRAWL SPACE AREA. SEE DETAIL 2/HA001. SEE DETAIL 1/HA001 FOR BARRIER DETAIL.

AutoCAD SHX Text ABATEMENT CONTRACTOR SHALL REMOVE ALL DEBRIS AND ALL FOREIGN OBJECTS THROUGHOUT THE CRAWL SPACE. REMOVE ALL MATERIALS AND DEBRIS THAT ARE NOT ATTACHED TO STRUCTURE. ANY LOCATION WHERE VISIBLE DEBRIS IS MIXED IN WITH LOOSE SOIL, CONTRACTOR SHALL REMOVE ANY SOIL WITH VISIBLE DEBRIS. ALL DEBRIS, SOIL AND FOREIGN OBJECTS REMOVED SHALL BE TREATED AS REGULATED ASBESTOS CONTAINING WASTE. CONTRACTOR SHALL RAKE SURFACE OF SOIL TO INSPECT FOR VISIBLE DEBRIS. ABATEMENT CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING PIPE/FITTING INSULATION THROUGHOUT THE CRAWL SPACE, MARKED IN RED. ALSO, CONDUCT A THOROUGH INSPECTION OF THE EXISTING PIPE INSULATION, AND REMOVE ANY SUSPECT ASBESTOS CONTAINING INSULATION FOUND THAT IS NOT MARKED IN RED. APPROXIMATE QUANTITY OF ASBESTOS CONTAINING PIPE/FITTING INSULATION TO BE REMOVED: - 2 LINEAR FEET PIPE INSULATION - 180 FITTINGS - 180 FITTINGS AT THE COMPLETION OF THE DEBRIS REMOVAL, THE CPIH SHALL CONDUCT A THOROUGH INSPECTION TO CONFIRM THAT NO VISIBLE DEBRIS REMAINS. IF THIS INSPECTION IS SUCCESSFUL, THE VPIH SHALL CONDUCT AN INDEPENDENT INSPECTION TO CONFIRM THAT NO VISIBLE DEBRIS REMAINS. AFTER SUCCESSFUL COMPLETION OF VISUAL INSPECTIONS, ABATEMENT CONTRACTOR SHALL INSTALL A POLY FLOOR THROUGHOUT THE CRAWL SPACE FLOOR. THE POLY SHEETING USED SHALL BE A MINIMUM OF 10 MIL THICK, REINFORCED, AND FIRE RETARDANT: "DURA-SKRIM 10FR" OR EQUIVALENT. POLY PRODUCT DATA SHEET SHALL BE SUBMITTED TO THE VA COR FOR APPROVAL PRIOR TO INSTALLATION. POLY SHEETING SHALL BE INSTALLED: 1. POLY SHEETS SHALL BE SEAMED WITH SPRAY POLY SHEETS SHALL BE SEAMED WITH SPRAY GLUE AND TAPE. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF 24”. . 2. POLY SHEETING SHALL BE CONTINUOUS FROM POLY SHEETING SHALL BE CONTINUOUS FROM WALL TO WALL THROUGHOUT THE CRAWL SPACE. 3. AT ALL EDGES AND AT COLUMNS, POLY AT ALL EDGES AND AT COLUMNS, POLY SHALL BE SECURED TO CONCRETE STRUCTURE WITH POLY FURRING STRIPS AND TAPCON FASTENERS. FURRING STRIPS SHALL BE CONTINUOUS FOR ENTIRE EDGE. TAPCON FASTENERS SHALL BE APPLIED AT 24” SPACING, MINIMUM 2 TAPCON SPACING, MINIMUM 2 TAPCON FASTENERS PER SIDE OF COLUMN. 4. SLACK SHALL BE LEFT IN POLY SHEETING TO SLACK SHALL BE LEFT IN POLY SHEETING TO ALLOW FOR MOVEMENT. 5. INSTALL PERMANENT SIGNAGE AT ALL INSTALL PERMANENT SIGNAGE AT ALL ENTRANCES TO THE CRAWL SPACE WITH THE FOLLOWING WORDING: “SOIL BELOW POLY SOIL BELOW POLY SHEETING MAY BE CONTAMINATED WITH ASBESTOS CONTAINING DEBRIS. DO NOT DISTURB WITHOUT PROPER TRAINING AND EQUIPMENT” ANY CONCRETE FLOOR AREAS THROUGHOUT THE CRAWL SPACE SHALL BE THOROUGHLY CLEANED BY HEPA VACUUMING AND WET CLEANING. AFTER SUCCESSFUL VISUAL INSPECTION BY THE CPIH AND VPIH, FINAL CLEARANCE PROCEDURES WILL BE CONDUCTED PER SPECIFICATION SECTION 02 82 11, ARTICLE 3.6.4.

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CRITICAL BARRIER

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INSTALL CRITICAL BARRIER AT TOP OF STAIRS

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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CRITICAL BARRIER

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CRITICAL BARRIER

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INSTALL CRITICAL BARRIER AT TOP OF STAIRS

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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MECHANICAL ROOM

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HA102

HAZARDOUS ABATEMENT

B401 CRAWL SPACE PLAN

KAB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-16-103

Office of

Facilities

Management

100% CONSTRUCTION DOCS

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

Remove Asbestos From

Crawl Space

3770 S. PENNSYLVANIA AVE., UNIT 8

MILWAUKEE, WI 53235

November 5, 2019

W7748 CTY HWY V

LAKE MILLS, WI 53551

1/8" = 1'-0"

B401 CRAWL SPACE PLAN

NORTH

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BA100

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AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

10" H.P. STEAM

AutoCAD SHX Text

5" PUMP RET..

AutoCAD SHX Text

3" M.P. STEAM

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

2" VAC. RET.

AutoCAD SHX Text

1/2" DRIP RET.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

5" PUMP RET.

AutoCAD SHX Text

10" H.P. STEAM

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text

1 1/2" M.P. STEAM

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 4"

AutoCAD SHX Text

6" C.I. STORM SEWER

AutoCAD SHX Text 6"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

1/2" CU

AutoCAD SHX Text

1/2" CU

AutoCAD SHX Text

1"CU

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

1/2" CU

AutoCAD SHX Text

3/4" CALV.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

3/4" CW

AutoCAD SHX Text

1" CW

AutoCAD SHX Text

3/8" CU

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3/4"

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GENERAL NOTES

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B401 SCOPE OF WORK

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KEYED NOTES

AutoCAD SHX Text ABATEMENT CONTRACTOR SHALL REMOVE ALL DEBRIS AND ALL FOREIGN OBJECTS THROUGHOUT THE CRAWL SPACE. REMOVE ALL MATERIALS AND DEBRIS THAT ARE NOT ATTACHED TO STRUCTURE. ANY LOCATION WHERE VISIBLE DEBRIS IS MIXED IN WITH LOOSE SOIL, CONTRACTOR SHALL REMOVE ANY SOIL WITH VISIBLE DEBRIS. ALL SHALL BE TREATED AS REGULATED ASBESTOS CONTAINING WASTE. CONTRACTOR SHALL RAKE SURFACE OF SOIL TO INSPECT FOR VISIBLE DEBRIS. ABATEMENT CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING PIPE/FITTING INSULATION THROUGHOUT THE CRAWL SPACE, MARKED IN RED. ALSO, CONDUCT A THOROUGH INSPECTION OF THE EXISTING PIPE INSULATION, AND REMOVE ANY SUSPECT ASBESTOS CONTAINING INSULATION FOUND THAT IS NOT MARKED IN RED. APPROXIMATE QUANTITY OF ASBESTOS CONTAINING PIPE FITTING INSULATION TO BE REMOVED: - 120 FITTINGS AT THE COMPLETION OF THE DEBRIS REMOVAL, THE CPIH SHALL CONDUCT A THOROUGH INSPECTION TO CONFIRM THAT NO VISIBLE DEBRIS REMAINS. IF THIS INSPECTION IS SUCCESSFUL, THE VPIH SHALL CONDUCT AN INDEPENDENT INSPECTION TO CONFIRM THAT NO VISIBLE DEBRIS REMAINS. AFTER SUCCESSFUL COMPLETION OF VISUAL INSPECTIONS, ABATEMENT CONTRACTOR SHALL INSTALL A POLY FLOOR THROUGHOUT THE CRAWL SPACE FLOOR. THE POLY SHEETING USED SHALL BE A MINIMUM OF 10 MIL THICK, REINFORCED, AND FIRE RETARDANT: "DURA-SKRIM 10FR" OR EQUIVALENT. POLY PRODUCT DATA SHEET SHALL BE SUBMITTED TO THE VA COR FOR APPROVAL PRIOR TO INSTALLATION. POLY SHEETING SHALL BE INSTALLED: 1. POLY SHEETS SHALL BE SEAMED WITH SPRAY POLY SHEETS SHALL BE SEAMED WITH SPRAY GLUE AND TAPE. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF 24”. . 2. POLY SHEETING SHALL BE CONTINUOUS FROM POLY SHEETING SHALL BE CONTINUOUS FROM WALL TO WALL THROUGHOUT THE CRAWL SPACE. 3. AT ALL EDGES AND AT COLUMNS, POLY AT ALL EDGES AND AT COLUMNS, POLY SHALL BE SECURED TO CONCRETE STRUCTURE WITH POLY FURRING STRIPS AND TAPCON FASTENERS. FURRING STRIPS SHALL BE CONTINUOUS FOR ENTIRE EDGE. TAPCON FASTENERS SHALL BE APPLIED AT 24” SPACING, MINIMUM 2 TAPCON SPACING, MINIMUM 2 TAPCON FASTENERS PER SIDE OF COLUMN. 4. SLACK SHALL BE LEFT IN POLY SHEETING TO SLACK SHALL BE LEFT IN POLY SHEETING TO ALLOW FOR MOVEMENT. 5. INSTALL PERMANENT SIGNAGE AT ALL INSTALL PERMANENT SIGNAGE AT ALL ENTRANCES TO THE CRAWL SPACE WITH THE FOLLOWING WORDING: “SOIL BELOW POLY SOIL BELOW POLY SHEETING MAY BE CONTAMINATED WITH ASBESTOS CONTAINING DEBRIS. DO NOT DISTURB WITHOUT PROPER TRAINING AND EQUIPMENT” ANY CONCRETE FLOOR AREAS THROUGHOUT THE CRAWL SPACE SHALL BE THOROUGHLY CLEANED BY HEPA VACUUMING AND WET CLEANING. AFTER SUCCESSFUL VISUAL INSPECTION BY THE CPIH AND VPIH, FINAL CLEARANCE PROCEDURES WILL BE CONDUCTED PER SPECIFICATION SECTION 02 82 11, ARTICLE 3.6.4.

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CRITICAL BARRIER

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INSTALL CRITICAL BARRIER AT TOP OF STAIRS

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CRITICAL BARRIER

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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LIMIT OF AREA UNDER NEGATIVE PRESSURE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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CRAWL SPACE

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MECHANICAL ROOM

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Au…

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 Jan 21, 2020.