S02 02 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf
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- 36C78626R0058
About this file
This document set contains construction and hazardous materials abatement drawings and specifications for the Camp Nelson National Cemetery FCA Deficiencies Correction project located in Kentucky, under National Cemetery Administration (NCA) authority. The project number is 833CM3030, with a bid set date of January 7, 2026.
The project involves renovation and construction work across five buildings: Building A (Public Restroom/Wash Bay—2,032 sq ft concrete block structure), Building B (Equipment Storage Garage—777 sq ft concrete block), Building C (Historic Brick Stable—512 sq ft), Building D (Maintenance Storage Garage—1,175 sq ft concrete block), and Building E (Historic Maintenance Garage—1,066 sq ft brick structure). Work is phased sequentially, beginning with historic structure restoration, followed by renovation of two pink CMU garages and the public restroom building, then site concrete work, and concluding with optional scope items including section replacement, catch basin replacement, and roadway reconstruction. The contractor must provide temporary office and restroom facilities during construction, including accessible connections, water, electric connections, and sewage holding tank services. Hazardous materials abatement is a significant component, requiring removal and disposal of asbestos-containing materials (ACM) identified in window frame caulking on the historic stable building and lead-based paint (LBP) on multiple structures throughout the facility. The contractor must comply with EPA 40 CFR Part 61 Subpart M, OSHA regulations (29 CFR 1926.1101), and state of Georgia requirements, including advance notification to Georgia EPD at least 10 business days prior to any asbestos abatement activities. Contractor qualifications, insurance, health and safety plans, and personnel credentials must be approved by the Contracting Officer's Representative (COR) prior to work commencement.
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Building "A"
PUBLIC RESTROOM/WASH BAY BUILDING
[CNNew3] 1 Story Concrete Block Structure
Foot Print = 2032 SqFt
FFE
North Side = 942.79' South Side = 940.83'
Building Height = Ceiling Height
North Side First Floor = 8.0' South Side Second Floor = 18.3'
Building "E"
HISTORIC MAINTENANCE GARAGE
[3002] 1 Story Brick Structure Foot Print = 1066 SqFt
FFE = 939.06'
Building Height =
Ceiling Height First Floor = 9.1'
Second Floor = 12.3' Top of Vault = 19.4'
Building "D"
MAINTENANCE STORAGE GARAGE
[3001] 1 Story Concrete Block Structure
Foot Print = 1175 SqFt
FFE = 938.28'
Building Height = Ceiling Height = 15.6'
Building "C"
HISTORIC BRICK STABLE
[HA2]
1 Story Brick Structure Foot Print = 512 SqFt
FFE = 936.97'
Building Height =
Ceiling Height = 12.0' Top of Vault = 19.2'
Building "B"
EQUIPMENT STORAGE GARAGE
[CNNew1] 1 Story Concrete Block Structure
Foot Print = 777 SqFt
FFE = 937.20'
Building Height = Ceiling Height
First Floor = 9.7' Second Floor = 12.5' Top of Vault = 21.1'
D D D D D D D D D D D D D D
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Concrete "D" Curb
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Concrete "D" Curb
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P. Tank
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RESTROOM TRAILER
1 ADA, 2 STANDARD
20' x 8' - 4"
3.2
3.1
OPTION: STONE WALL REPAIR
AND REPOINT. SEE SEPARATE
DRAWING SET.
56' CONSTRUCTION
TRAILER, POWER
CONNECTION BY
CONTRACTOR
6' Chain Link Fence
NIS
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LOW LOW
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EXISTING
GARAGE
IRRIGATION
TANK
EXISTING 6' CHAIN LINK FENCE
PARKING
40' SHIPPING CONTAINER FOR TOOL STORAGE
TEMPORARY FUEL TANKS (250/250)
OPTION: 3-BAY MATERIAL SPOILS SHED.
SEE CIVIL DRAWINGS FOR DETAILS
CONTRACTOR TO PROVIDE TEMPORARY OFFICE TRAILER. SEE 3/GI-104 FOR
NOTES AND GENERAL LAYOUT.
GSA VEHICLE FENCED-IN PARKING
3 SPACES
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LOW
LIMITS OF WORK; INSTALL CONSTRUCTION
FENCE PER 01 00 02
CONTRACTOR PRIMARY CONSTRUCTION
ACCESS
LIMITS OF UNDERBRUSH REMOVAL
PROPERTY LINE, APPROXIMATE
EXISTING FENCE TO BE REFINISHED
PRE-ENGINEERED/OUTFITTED
MODULAR OFFICE TRAILER
SYSTEM.
SEE ELECTRIC AND TELECOM
DRAWINGS FOR INFORMATION ON
POWER AND IT, CONTRACTOR TO
PROVIDE AND MAINTAIN FOR THE
DURATION OF ITS USE.
CONTRACTOR TO PROVIDE AND
MAINTAIN SANITARY AND
WATER TANKS FOR THE
DURATION OF ITS USE.
ACCESS PANEL ACCESS PANEL
18'-0 12"
RECEPTIONBREAK/CONFERENCE
RE
F.
FILE
STORAGE
AREA
FILE
STORAGE
AREA
13'-3"
PHASE PLAN
GI-104
0 30 60 120 180
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE
KEY
1/16" = 1'-0"1 PHASE PLAN
1/32" = 1'-0"2 SPOILS AREA
PHASING NOTES
· EXISTING FURNITURE/FF&E, TOOLS, LOCKERS,
REFRIGERATOR(S), AND MICROWAVE TO BE RELOCATED TO
TEMPORARY FACILITY BY CONTRACTOR, COORDINATED WITH
CEMETERY STAFF.
1. PERFORM WORK ASSOCIATED WITH HISTORIC STRUCTURES
1.1. HISTORIC FINISHES AND RESTORATIONS WILL INCUR LONG
LEAD TIMES.
1.2. UPON COMPLETION, WORK FORCE CAN UTILIZE RESTROOM
AND LOUNGE FOR TEMPORARY BREAK ROOM.
2. PERFORM WORK ASSOCIATED WITH THE TWO PINK CMU
GARAGES.
3. PERFORM WORK ASSOCIATED WITH PUBLIC RESTROOM BUILDING
3.1. INSTALL TEMPORARY RESTROOMS TRAILER. CONTRACTOR
TO PROVIDE AND MAINTAIN ACCESSIBLE CONNECTION
FROM EXISTING SIDEWALK TO ACCESSIBLE TEMPORARY
RESTROOM.
3.1.1. PROVIDE WATER IN TANK
3.1.2. PROVIDE ELECTRIC CONNECTION(S)
3.1.3. INSTALL TEMPORARY SIGNAGE
3.1.4. PROVIDE AND SERVICE SEWAGE HOLDING TANK
3.2. COMMENCE WORK ON PUBLIC RESTROOM BUILDING.
4. AFTER BUILDINGS ARE COMPLETE, THE SITE CONCRETE WORK
CAN TAKE PLACE
4.1. TEMPORARY STORAGE FOR MATERIALS AT TOP OF DRIVE
AISLE.
5. OPTION: PERFORM SECTION C-C IDENT. LAYER REPLACEMENT.
6. OPTION: CONSTRUCT CATCH BASIN REPLACEMENT AND
ROADWAY A & B RECONSTRUCTION.
7. PAVING IN CONTRACTOR TRAILER AREA TO BE DONE LAST.
8. REMOVE TEMPORARY OFFICE TRAILER.
9. OPTION: CONSTRUCT MATERIALS SPOILS SHED.
· SITE WORK AT FLAG POLE, ENTRANCE, AND RETENTION POND
CAN BE DONE CONCURRENTLY WITH ANY PHASE. SEE SITE
PLAN G-103.
GENERAL LAYOUT 3" = 1' - 0"3 TEMPORARY OFFICE TRAILER
32'-6"
'-5
Bid Set DateDateDate
JANUARY 7, 2026
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
HAZARDOUS MATERIALS
ABATEMENT NOTES
AND SCHEDULES
HA-001
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE1 GENERAL LEAD AND ASBESTOS ABATEMENT NOTES
GENERAL NOTES:
ASBESTOS NOTES:
ASBESTOS ABATEMENT PHASING:
HISTORIC BRICK STABLE BUILDING
ASBESTOS MATERIALS LOCATIONS QUANTITY
Exterior window frame caulk (original tan caulking)
Window frames on 1st floor & attic (under new caulk in replacement windows) 9 windows
HISTORIC BRICK STABLE BUILDING
LEAD PAINTED BUILDING
COMPONENTS LOCATIONS PAINT
COLOR
Window frames & trim (int.
and ext.)
Original wood windows (attic and shower room) WHITE
Door frames and trim (int.
and ext.)
Wood entry doors for attic and front sliding doors WHITE
Exterior roof trusses and trim Wood roof trusses and trim boards WHITE
Sliding garage doors Wood doors WHITE
HISTORIC MAINTENANCE GARAGE
LEAD PAINTED BUILDING
COMPONENTS LOCATIONS PAINT
COLOR
Window frames & trim (int.
and ext.) Wood windows on 1st floor & attic WHITE
Door frames and trim (int.
and ext.) Wood entry doors on 1st floor and attic WHITE
Exterior roof trusses and trim Wood roof trusses and trim boards WHITE
Garage door trim Wood trim WHITE
PAINT CONTAINING LEAD:
GENERAL: THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND LIABILITY FOR
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING
TO WORK PRACTICES, HAULING, DISPOSAL, AND PROTECTION OF WORKERS, VISITORS TO THE
SITE, AND PERSONS OCCUPYING AREAS ADJACENT TO THE SITE.
ASBESTOS WAS FOUND IN THE WINDOW FRAME CAULKING ON THE HISTORIC HORSE STABLE
BUILDING. SEE ARCHITECTURAL DRAWINGS AND SCHEDULE FOR FURTHER DETAILS.
1. THE FOLLOWING REGULATIONS PUBLISHED BY THE ENVIRONMENTAL PROTECTION
AGENCY (EPA):
a. "NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR POLLUTANTS ASBESTOS," 40
CFR PART 61, SUBPART M.
b. "GENERAL PROVISIONS," 40 CFR PART 61, SUBPART A.
c. "GUIDANCE FOR CONTROLLING ASBESTOS-CONTAINING MATERIALS IN BUILDINGS"
JUNE 1985. (EPA # 560/5-85-024).
d. "ASBESTOS-CONTAINING MATERIALS IN SCHOOLS," 40 CFR PART 763, SUBPART E
INCLUDING APPENDICES.
2. THE FOLLOWING REGULATIONS PUBLISHED BY THE U.S. DEPARTMENT OF LABOR, OSHA:
a. “OCCUPATIONAL EXPOSURE TO ASBESTOS, TREMOLITE, ANTHOPHYLLITE, AND
ACTINOLITE; FINAL RULES,” TITLE 29, PART 1910, SECTION 1001 AND PART 1926,
SECTION 1101 OF THE CODE OF FEDERAL REGULATIONS.
b. “RESPIRATORY PROTECTION,” TITLE 29, PART 1910, SECTION 134 OF THE CODE OF
FEDERAL REGULATIONS.
c. CONSTRUCTION INDUSTRY, TITLE 29, PART 1926, OF THE CODE OF FEDERAL
REGULATIONS.
d. “ACCESS TO EMPLOYEE EXPOSURE AND MEDICAL RECORDS,” TITLE 29, PART 1910, SECTION 20 OF THE CODE OF FEDERAL REGULATIONS.
e. “HAZARD COMMUNICATION,” TITLE 29, PART 1926, SECTION 59 OF THE CODE OF
FEDERAL REGULATIONS.
f. “SPECIFICATIONS FOR ACCIDENT PREVENTION SIGNS AND TAGS,” TITLE 29, PART 1910, SECTION 145 OF THE CODE OF FEDERAL REGULATIONS.
3. THE FOLLOWING DOCUMENTS PUBLISHED BY THE AMERICAN NATIONAL STANDARDS
INSTITUTE:
a. "FUNDAMENTALS GOVERNING THE DESIGN AND OPERATION OF LOCAL EXHAUST
SYSTEMS," Z9.2_1979.
b. "AMERICAN NATIONAL STANDARD FOR RESPIRATORY PROTECTION RESPIRATORY USE _
PHYSICAL QUALIFICATIONS FOR PERSONNEL," Z88.6_1984.
c. "PRACTICES FOR RESPIRATORY PROTECTION," Z88.2_1992.
4. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING OFFICES IN WRITING WITHIN THE TIME
FRAME SPECIFIED BY THE NESHAP REGULATIONS PRIOR TO BEGINNING ANY ASBESTOS
REMOVAL OPERATIONS. THE STATE OF GEORGIA REQUIRES A NOTIFICATION BE
SUBMITTED TO GEORGIA EPD 10 BUSINESS DAYS PRIOR TO ANY DEMOLITION,
RENOVATION, OR ASBESTOS ABATEMENT ACTIVITIES.
a. GEORGIA ENVIRONMENTAL PROTECTION DIVISION
ASBESTOS TECHNICAL ASSISTANCE DUTY OFFICER
404) 363-7026
5. MAINTAIN CURRENT LICENSES FOR CONTRACTOR AND ACCREDITATION FOR WORKERS
AND SUPERVISORS AS REQUIRED BY APPLICABLE STATE OR LOCAL JURISDICTIONS FOR
THE REMOVAL, TRANSPORTING, DISPOSAL, OR OTHER REGULATED ACTIVITY RELATIVE TO
THE WORK.
6. PROVIDE WORKERS WITH PERSONALLY ISSUED AND MARKED RESPIRATORY EQUIPMENT
APPROVED BY NIOSH AND MSHA AND SUITABLE FOR THE ASBESTOS EXPOSURE LEVEL IN
THE WORK AREAS ACCORDING TO OSHA STANDARD 29 CFR 1926.1101 AND OTHER
POSSIBLE CONTAMINANTS EMPLOYEES MIGHT BE EXPOSED TO DURING THE PROJECT.
7. PROVIDE RESPIRATORY PROTECTION FROM THE TIME THE FIRST OPERATION INVOLVED IN
THE PROJECT REQUIRES CONTACT WITH ASBESTOS-CONTAINING MATERIALS (INCLUDING
CONSTRUCTION OF DECONTAMINATION UNITS, CONSTRUCTION OF AIRTIGHT
BARRIERS/BARRICADES, AND PLACING OF PLASTIC SHEETING ON WALLS).
8. THE MINIMUM RESPIRATORY PROTECTION FOR THE PROJECT DURING GROSS REMOVAL
OF FRIABLE MATERIALS SHALL BE A HALF-FACE RESPIRATOR WITH REPLACEABLE HEPA
FILTERS, AS LONG AS PERTINENT NEGATIVE EXPOSURE ASSESSMENT CAN BE SUBMITTED
TO THE PROJECT DESIGNER. OTHERWISE, A POWERED AIR PURIFYING RESPIRATORY
(PAPR) MUST BE USED.
9. HALF-FACE RESPIRATORS WITH REPLACEABLE HEPA FILTERS CAN BE USED FOR
NON-FRIABLE REMOVAL.
10. FIT TESTING IS TO BE PERFORMED BY ONE OF THE METHODS LISTED IN THE 29 CFR
1926.1101, APPENDIX C.
11. DO NOT ALLOW THE USE OF SINGLE-USE, DISPOSABLE, OR QUARTER-FACE RESPIRATORS
FOR ANY PURPOSE.
HAZARDOUS MATERIALS GENERAL NOTES:
1. PROJECT INCLUDES HAZARDOUS MATERIALS. REFER TO DEMOLITION DRAWINGS
AND 02 83 33.13 LEAD-BASED PAINT REMOVAL AND HAZARDOUS MATERIALS
SURVEY, JULY 26, 2024, PROJECT MANUAL APPENDIX A FOR SPECIFIC
INFORMATION. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REQUIREMENTS. IF DISCREPANCIES ARISE BETWEEN PLANS, SPECIFICATIONS,
REPORT, AND APPLICABLE REQUIREMENTS, THE MORE CONSERVATIVE AND
STRINGENT REQUIREMENTS SHALL GOVERN.
2. NOT LESS THAN 30 DAYS PRIOR TO MOBILIZATION, PROVIDE CONTRACTOR'S AND
SUBCONTRACTORS' PROOF OF INSURANCE DEMONSTRATING ASBESTOS AND
LEAD-BASED PAINT ABATEMENT LIABILITY INSURANCE AND LIMITS, INCLUDING
PROTECTION AGAINST THIRD-PARTY CLAIMS OF BODILY INJURY AND PROPERTY
DAMAGE FROM ABATEMENT RELATED TO BOTH WORK IN PROGRESS AND
COMPLETED PROJECTS. OBTAIN COR'S APPROVAL PRIOR TO COMMENCEMENT OF
WORK.
3. PROVIDE A LIST OF PROPOSED CONTRACTOR AND SUBCONTRACTOR PERSONNEL
WHO WILL BE INVOLVED WITH AND PERFORM THE WORK. INCLUDE COMPLETE
HAZARDOUS MATERIALS QUALIFICATIONS AND CREDENTIALS. OBTAIN COR'S
APPROVAL PRIOR TO COMMENCEMENT OF WORK.
4. ANY PROPOSED CHANGES TO THE APPROVED SUBCONTRACTORS AND ASSIGNED
PERSONNEL SHALL REQUIRE RESUBMISSION OF THE ABOVE NOT LESS THAN 15
DAYS PRIOR TO EACH SUCH PROPOSED CHANGE. ACCEPTANCE OF ANY SUCH
PROPOSED CHANGE SHALL BE SUBJECT TO COR'S APPROVAL.
5. PROVIDE WITH BID SUBMISSION THE FOLLOWING:
a. NARRATIVE PLAN OF HAZARDOUS MATERIALS WORK, SIGNED AND DATED BY
THE GENERAL CONTRACTOR'S PROJECT MANAGER AND AN OFFICER IN THE
COMPANY, WITNESSED BY A STATE-CERTIFIED NOTARY PUBLIC. INCLUDE
HOW CONTRACTOR WILL HANDLE EACH HAZARDOUS MATERIAL. INCLUDE A
WRITTEN ACKNOWLEDGEMENT THAT CONTRACTOR HAS REVIEWED THE
ENTIRETY OF THE CONTRACT DOCUMENTS, INCLUDING ALL ITEMS RELEVANT
AND POTENTIALLY RELEVANT TO HAZARDOUS MATERIALS, THAT PLAN AND
FEES INCLUDE ALL WORK REQUIRED UNDER THE CONTRACT DOCUMENTS,
WHETHER DIRECTLY OR INDIRECTLY BY REFERENCE SUCH AS NATIONALLY-
AND INDUSTRY- RECOGNIZED STANDARDS AND THE RULES, REGULATIONS,
AND LAWS OF LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING
JURISDICTION.
b. DRAFT, PROJECT-SPECIFIC HEALTH AND SAFETY PLAN, INCLUDING
IDENTIFICATION AND CREDENTIALS OF THE COMPANY'S SAFETY
PROFESSIONAL(S) AND PROJECT SAFETY OFFICER ASSIGNED TO THIS PROJECT.
1. THESE DRAWINGS ARE DIAGRAMMATIC AND FOR GENERAL IDENTIFICATION OF
ASBESTOS-CONTAINING MATERIALS (ACM) AND LEAD-BASED PAINT (LBP) SUBJECT
TO REMOVAL OR DISTURBANCE. THEIR ACCURACY IS NOT GUARANTEED.
LOCATIONS AND QUANTITIES SHOWN OF ACM AND LBP TO BE REMOVED ARE
REPRESENTATIVE BASED ON RECENT AND PREEXISTING SITE SURVEY
INFORMATION. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR
FIELD VERIFYING ALL MATERIAL LOCATIONS AND REMOVAL QUANTITIES, AND
EXISTING SITE CONDITIONS. NO CONTRACT MODIFICATIONS WILL BE
CONSIDERED FOR UNEXPECTED SITE CONDITIONS OR ABATEMENT
QUANTITIES. BY BIDDING THE PROJECT, THE ABATEMENT CONTRACTOR
ACKNOWLEDGES AND ACCEPTS ALL RISKS ASSOCIATED WITH SITE CONDITIONS
AND CONCEALED ACMS.
2. ASBESTOS REMOVAL IS BEING PERFORMED PURSUANT TO RENOVATION OF THE
PROJECT AREAS. REMOVE AND DISPOSE OF ALL ACM IN ACCORDANCE WITH
APPLICABLE REGULATIONS, PROJECT SPECIFICATIONS, AND THE APPROVED
ASBESTOS HAZARD ABATEMENT PLAN (AHAP). IF SUSPECT ACMS ARE
ENCOUNTERED DURING CONSTRUCTION AND DEMOLITION THAT ARE NOT
IDENTIFIED ON THE ASBESTOS ABATEMENT DRAWINGS, STOP WORK AND
CONTACT THE PROJECT MANAGER AND VPIH.
3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE, AND LOCAL REGULATIONS; PROJECT SPECIFICATIONS, THE APPROVED
WORK PLAN, AND ACCEPTED INDUSTRY PRACTICE. WHEN REQUIREMENTS
OVERLAP OR CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL APPLY. ALL
WORK SHALL BE CRAFTSMAN-LIKE AND SUBJECT TO INSPECTION BY THE OWNER,
THE OWNER'S CONSULTANTS, AND REGULATORY PERSONNEL.
4. DEMOLITION OF NON-ACM BUILDING MATERIALS MAY BE REQUIRED TO
ACCESS REGULATED MATERIALS, INCLUDING, BUT NOT LIMITED TO, CABINETS,
RAISED FLOORING, GYPSUM WALLBOARD, EXPANDED METAL OR WOOD LATH
AND PLASTER WALLS AND CEILINGS, WALL FRAMING, CARPET, CERAMIC AND
VINYL FLOOR COVERINGS, WOOD, ETC. THE ABATEMENT CONTRACTOR SHALL
BE RESPONSIBLE FOR DEMOLITION OF NON-ACM MATERIALS AS NEEDED TO
ACCESS REGULATED MATERIALS FOR ABATEMENT, AND FOR COORDINATING
THE LIMITS OF DEMOLITION AND ABATEMENT WITH THE GENERAL
CONTRACTOR.
5. ALL COSTS ASSOCIATED WITH EXPLORATORY DEMOLITION AND DEMOLITION OF
NON-ACM MATERIALS NEEDED TO ACCOMPLISH ABATEMENT SHALL BE
INCLUDED IN THE ABATEMENT CONTRACTOR'S LUMP SUM PRICE FOR THE
PROJECT. NO ADDITIONAL COMPENSATION SHALL BE CONSIDERED FOR THIS
WORK.
HAZARDOUS MATERIALS - ASBESTOS REMOVAL:
1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR ACM. REFER TO THE
ASBESTOS & LEAD PAINT SAMPLING REPORT BY CASTLE HILL ASSOCIATES,
REVISED JULY 26, 2024, FOR MORE INFORMATION ABOUT ACMS IDENTIFIED IN
THE PROJECT AREA.
2. CONCEALED ACM PIPE INSULATION (TSI) MAY EXIST WITHIN WALLS AND
CHASES AND ABOVE RIGID CEILINGS. COORDINATE ACCESS WITH DEMOLITION
DRAWINGS AND THE GENERAL CONTRACTOR. SOME EXPLORATORY
DEMOLITION MAY BE REQUIRED TO DETERMINE IF CONCEALED ACM IS
PRESENT.
3. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES
(NPE) WHERE APPLICABLE AND PERFORM REMOVAL IN ACCORDANCE WITH
APPLICABLE SPECIFICATION SECTIONS: SEC 02 82 13-13, GLOVEBAG ASBESTOS
ABATEMENT; SEC 02 82 11, TRADITIONAL ASBESTOS ABATEMENT; SEC 02 82
13-19, ASBESTOS FLOOR TILE AND MASTIC ABATEMENT; 02 82 13-31
ASBESTOS TRANSITE AND CLASS II ABATEMENT. FINALIZE LIMITS OF
REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), (PDF),
PERSONAL DECONTAMINATION FACILITIES AND WASTE DECONTAMINATION
FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST PRACTICES AND PHASING
REQUIREMENTS.
4. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR
ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER
THAN -0.02" WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO
MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE
NEGATIVE AIR DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR,
OWNER'S REPRESENTATIVE , AND VPIH, IF NEEDED.
5. TSI ABATEMENT FROM SECTIONS OF PIPE AND FITTINGS TO BE DEMOLISHED MAY
BE PERFORMED USING WRAP AND CUT METHODS IF APPROVED BY THE GENERAL
CONTACTOR. COORDINATE WITH MECHANICAL DEMOLITION DRAWINGS AND
THE MECHANICAL CONTRACTOR.
6. ALL WASTE LOADOUT SHALL OCCUR AFTER HOURS. COORDINATE LOADOUT
ROUTES AND TIMES WITH THE GENERAL CONTRACTOR, OWNER'S
REPRESENTATIVE, AND VPIH.
1. ASBESTOS: THE ASBESTOS CONTAINING MATERIALS THAT WILL BE IMPACTED BY
THE PLANNED RENOVATIONS MUST BE REMOVED AND DISPOSED BY A KENTUCKY
LICENSED ASBESTOS CONTRACTOR. MATERIALS THAT WILL NOT BE DISTURBED
CAN REMAIN IN-PLACE INDEFINITELY UNTIL REMOVAL IS REQUIRED PRIOR TO
DEMOLITION OR RENOVATIONS.
2. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL
CONTRACTOR, OFFICER, CONTRACTING OWNER OR OWNER'S REPRESENTATIVE,
AND/OR THE VPIH TO COORDINATE REMOVAL OF ACM IN ACCORDANCE WITH
PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. SOME
AFTER HOURS AND WEEK-END WORK MAY BE REQUIRED. PHASING IS
SUBJECT TO CHANGE TO ACCOMMODATE SITE CONDITIONS AND FACILITY
OPERATIONS.
1. LEAD-BASED PAINT: THE IDENTIFIED LEAD PAINTED COMPONENTS CAN REMAIN
IN-PLACE INDEFINITELY AND DO NOT REQUIRE ABATEMENT IF THEY REMAIN
IN-PLACE. IF THE COMPONENTS ARE TO BE REMOVED, DISTURBED, OR REPAINTED
DURING THE RENOVATIONS, THEN PERSONAL AIR MONITORING FOR THE
WORKERS MUST BE CONDUCTED TO COMPLY WITH OSHA REQUIREMENTS FOR
LEAD EXPOSURE IN CONSTRUCTION TO ESTABLISH A NEGATIVE EXPOSURE
ASSESSMENT. ALL PAINT CHIP DEBRIS AND DUST MUST BE COLLECTED THEN
DISPOSED OF IN ACCORDANCE WITH KENTUCKY AND RCRA DISPOSAL STANDARDS.
2. LEAD-BASED PAINT (LBP) ARE PAINTS THAT CONTAIN LEAD ≥ 0.5 PERCENT BY
WEIGHT. PAINT CONTAINING LEAD (PCL) IS PAINT WITH A DETECTABLE LEVEL OF
LEAD. LBP AND PCL ARE KNOWN TO EXIST ON MATERIALS, COMPONENTS,
AND SURFACES THAT MAY BE DISTURBED, PENETRATED, REFINISHED, OR
DEMOLISHED. PERFORM DEMOLITION OF MATERIALS AND COMPONENTS
WITH LBP AND/OR PCL IN ACCORDANCE WITH APPLICABLE REGULATIONS AND
THE APPROVED WORK PLAN.
3. FLAKING AND PEELING LBP AND/OR PCL ON SURFACES TO REMAIN SHALL BE
REMOVED AND STABILIZED USING METHODS IN ACCORDANCE WITH SECTION 02
83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.
4. REFER TO THE ASBESTOS & LEAD PAINT SAMPLING REPORT BY CASTLE HILL
ASSOCIATES, REVISED JULY 26, 2024, FOR INFORMATION CONCERNING THE
PRESENCE OF LBP AND PCL IN THE PROJECT AREAS.
1. THE ASBESTOS CONTAINING MATERIAL SAMPLED AS CAMP NELSON NATIONAL
CEMETERY IS CATEGORY I NON-FRIABLE ACM THAT WILL BE OR HAS BEEN
SUBJECTED TO SANDING, GRINDING, CUTTING, OR ABRADING
Bid Set DateDateDate
JANUARY 7, 2026
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File details come from the government source that posted it. Updated .