P01 - Drawings - VA 528A6-20-633 Combined Dwg Set.pdf

PDF 33 MB Posted Nov 22, 2024

Attached to: Z1DA--NRM-CONST 528A6-20-633 RENOVATE BUILDING 9
Solicitation number: 36C24225B0006
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Nov 22, 2024

This document is a Solicitation (Solicitation Number: 36C24225B0006) issued by the Department of Veterans Affairs (VA) for the renovation of Building 9 at the Bath VA Medical Center. The project scope includes complete interior and exterior renovation of the building, which will serve as the campus temporary police station once completed. Key elements of the work include demolition, structural repairs, new interior construction, replacement of mechanical, electrical, plumbing, and fire protection systems, and site work such as a new parking lot and lighting. The total project duration is not to exceed 365 days from submittal approval to final punch list completion. Submittals are required for all items outlined in the specification, and at least 14 calendar days are planned for the Contracting Officer's Representative (COR) review of each submittal. The contractor must adhere to VA standards, codes, and regulations, and provide a 1-year warranty on all work.

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232113 - Hydronic Piping.REV02.pdf	PDF	Jan 8, 2025
S06 - 0004 - 36C24225B0006 - Renovate Building 9.docx	DOCX document	Jan 8, 2025
232213 - Steam and Condensate Heating Piping.REV02.pdf	PDF	Jan 8, 2025
S06 - 0003 - 36C24225B0006 - Renovate Building 9.docx	DOCX document	Jan 7, 2025
36C24225B0006 0003.docx	DOCX document	Jan 7, 2025
Submittal Log Example - Renovate Building 9 - Bath.pdf	PDF	Dec 31, 2024
Crawlspace Photos Attachment - Renovate Building 9 - Bath.pdf	PDF	Dec 31, 2024
S06 - 0002 - 36C24225B0006 - Renovate Building 9.docx	DOCX document	Dec 31, 2024
S06 - 0001 - 36C24225B0006 - Renovate Building 9 1.pdf	PDF	Dec 6, 2024
Pre bid sign in sheet - Renovate Building 9 - Bath 1.pdf	PDF	Dec 6, 2024
S02 - Solicitation - 36C24225B0006 - Renovate Building 9.docx	DOCX document	Nov 27, 2024
36C24225B0006_1.docx	DOCX document	Nov 22, 2024
P01 - Parking Lot Drawings - BLDG 9 PARKING_CD_100924.pdf	PDF	Nov 22, 2024
P01 - Specs - 528A6-20-633 Renovate Building 9.pdf	PDF	Nov 22, 2024
LOS certification - 1.2023.docx	DOCX document	Nov 22, 2024

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET & DRAWING INDEX CONTRACT DOCUMENTS

FULLY SPRINKLERED

DESIGN RENOVATE BUILDING 9

76 VETERANS AVE BLDG 9

BATH, NY 14810

2024/09/27

GI001

528A6-20-633

AJW CCW

REV 0 - CONTRACT DOCUMENTS 2024/07/10

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

REV 1 - BID SUBMISSION 2024/09/27

Bath VAMC

FIREPLACE

SHED

GARDEN PLOT

SHED

EMPTY TRANSFORMER

BLOCK BUILDING

DUGOUT

CONCRETE WALL

DUGOUT

DESIGN RENOVATE

BUILDING 9

NORTH ARROW

DETAIL NUMBER

DETAIL IDENTIFIER

DETAIL TITLE NUMBER /

SHEET REF NUMBER

SECTION IDENTIFIER

SHEET REF NUMBER

DETAIL

IDENTIFIER

SHEET REF

NUMBER

DETAIL SECTION IDENTIFIER

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

EXTERIOR ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

INTERIOR ELEVATION

DD###

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

DETAIL TITLEX

1 / DD###

DD###

TRUE NORTH

PLAN NORTH

VIEWING

DIRECTION

SHEET REF NUMBER

PROJECT

LOCATION

DRAWING INDEX

DRAWING

NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET & DRAWING INDEX

GI002 LIFE SAFETY PLAN - FIRST FLOOR

GC101 GENERAL BUILDING 9 SITE PLAN - EXCAVATION LIMITS

GC102 GENERAL BUILDING 9 SITE PLAN - GRASS RESTORATION

HAZARDOUS MATERIALS

HM100 HAZARDOUS MATERIALS ABATEMENT PLAN - CRAWLSPACE

HM101 HAZARDOUS MATERIALS ABATEMENT PLAN - FIRST FLOOR

HM102 HAZARDOUS MATERIALS ABATEMENT PLAN - MECHANICAL PLATFORM

HM103 HAZARDOUS MATERIALS ABATEMENT PLAN - ATTIC

STRUCTURAL

S-001 STRUCTURAL NOTES AND LEGENDS

SD100 STRUCTURAL DEMOLITION PLAN - FOUNDATION

SD101 STRUCTURAL DEMOLITION PLAN - FIRST FLOOR

SD102 STRUCTURAL DEMOLITION PLAN - MECHANICAL PLATFORM

SD104 STRUCTURAL DEMOLITION PLAN - ROOF

SB100 STRUCTURAL FOUNDATION PLAN - CRAWL SPACE

SB501 STRUCTURAL FOUNDATION SECTIONS AND DETAILS

SB502 STRUCTURAL FOUNDATION SECTIONS AND DETAILS

SF101 STRUCTURAL FRAMING PLAN - FIRST FLOOR

SF102 STRUCTURAL FRAMING PLAN - MECHANICAL PLATFORM

SF103 STRUCTURAL FRAMING PLAN - ROOF

SF201 STRUCTURAL FRAMING ELEVATIONS

SF501 STRUCTURAL FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES AND LEGENDS

AD101 ARCHITECTURAL DEMOLITION PLAN - CRAWL SPACE

AD102 ARCHITECTURAL DEMOLITION PLAN - FIRST FLOOR

AD103 ARCHITECTURAL DEMOLTION PLAN- MECHANICAL PLATFORM

AD104 ARCHITECTURAL DEMOLITION PLAN - ATTIC

AD105 ARCHITECTURAL DEMOLITION PLAN - ROOF

AD111 ARCHITECTURAL DEMOLITION RCP - FIRST FLOOR

AD201 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS

AE101 ARCHITECTURAL PLAN - CRAWL SPACE

AE102 ARCHITECTURAL PLAN - FIRST FLOOR

AE103 ARCHITECTURAL PLAN - MECHANICAL PLATFORM

AE104 ARCHITECTURAL PLAN - ATTIC

AE105 ARCHITECTURAL PLAN - ROOF

AE111 ARCHITECTURAL RCP - FIRST FLOOR

AE112 ARCHITECTURAL RCP - MECHANICAL PLATFORM

AE201 ARCHITECTURAL EXTERIOR ELEVATIONS

AE202 ARCHITECTURAL EXTERIOR ELEVATIONS

AE203 ARCHITECTURAL INTERIOR ELEVATIONS

AE401 ARCHITECTURAL ENLARGED PLANS

AE501 ARCHITECTURAL WALL TYPES

AE502 ARCHITECTURAL DETAILS

AE503 ARCHITECTURAL DETAILS

AE504 ARCHITECTURAL DETAILS

AE505 ARCHITECTURAL ROOF DETAILS

AE506 ARCHITECTURAL ROOF DETAILS

AE601 ARCHITECTURAL DOOR SCHEDULE AND DETAILS

AE602 ARCHITECTURAL WINDOW SCHEDULE AND DETAILS

AE603 ARCHITECHTUAL WINDOW DETAILS

AE604 ARCHITECTURAL FINISH SCHEDULE

AE605 ARCHITECTURAL FINISH SCHEDULE

AI101 ARCHITECTURAL INTERIOR FURNISHING PLAN

AI102 ARCHITECTURAL SIGNAGE PLAN AND SCHEDULE

AI301 ARCHITECTURAL INTERIOR SECTIONS

AI302 ARCHITECTURAL INTERIOR SECTIONS

FIRE PROTECTION

F-001 FIRE PROTECTION NOTES AND LEGENDS

FD100 FIRE PROTECTION DEMOLITION PLAN - CRAWL SPACE

FD101 FIRE PROTECTION DEMOLITION PLAN - FIRST FLOOR

FD102 FIRE PROTECTION DEMOLITION PLAN - MECHANICAL PLATFORM

FD103 FIRE PROTECTION DEMOLITION PLAN - ATTIC

FA101 FIRE ALARM PLAN - FIRST FLOOR

FA501 FIRE ALARM COMPONENT DETAILS

FX100 FIRE SUPPRESSION PLAN - CRAWL SPACE

FX101 FIRE SUPPRESSION PLAN - FIRST FLOOR

FX102 FIRE SUPPRESSION PLAN - MECHANICAL PLATFORM

FX103 FIRE SUPPRESSION PLAN - ATTIC

FX201 FIRE PROTECTION ELEVATIONS

FX501 FIRE SUPRESSION TYPICAL DETAILS

PLUMBING

P-001 PLUMBING NOTES AND LEGENDS

PD100 PLUMBING DEMOLITION PLAN - CRAWL SPACE

PD101 PLUMBING DEMOLITION PLAN - FIRST FLOOR

PP100 PLUMBING PIPING PLAN - CRAWL SPACE

PP101 PLUMBING PIPING PLAN - FIRST FLOOR

PP201 PLUMBING ELEVATION - HOUSEKEEPING ROOM

PP601 PLUMBING DOMESTIC WATER RISER DIAGRAM

MECHANICAL

M-001 MECHANICAL NOTES AND LEGENDS

MD100 MECHANICAL DEMOLITION PLAN - CRAWL SPACE

MD101 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

MH101 MECHANICAL HVAC PLAN - FIRST FLOOR

MH102 MECHANICAL HVAC PLAN - MECHANICAL PLATFORM

MH104 MECHANICAL HVAC PLAN - ROOF

MH201 MECHANICAL ELEVATIONS - MECHANICAL PLATFORM

MH501 MECHANICAL HVAC DETAILS

MH601 MECHANICAL EQUIPMENT SCHEDULE

MI601 MECHANICAL CONTROL DIAGRAMS

MI602 MECHANICAL CONTROLS DIAGRAMS

MP100 MECHANICAL PIPING PLAN - CRAWL SPACE

MP101 MECHANICAL PIPING PLAN - FIRST FLOOR

MP102 MECHANICAL PIPING PLAN - MECHANICAL PLATFORM

MP501 MECHANICAL PIPING DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES AND LEGENDS

E-201 ELECTRICAL ELEVATIONS

ED100 ELECTRICAL DEMOLITION PLAN - CRAWL SPACE

ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

ED102 ELECTRICAL DEMOLITION PLAN - MECHANICAL PLATFORM

ES101 ELECTRICAL SITE PLAN - LIGHTING

EL101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR

EL102 ELECTRICAL LIGHTING PLAN- MECHANICAL PLATFORM

EL501 ELECTRICAL LIGHTING DETAILS

EL601 ELECTRICAL LIGHTING FIXTURE SCHEDULE

EP101 ELECTRICAL POWER PLAN - FIRST FLOOR

EP102 ELECTRICAL POWER PLAN- MECHANICAL PLATFORM

EP103 ELECTRCIAL LIGHTNING PROTECTION PLAN

EP601 ELECTRICAL PANEL SCHEDULES

EP602 ELECTRCIAL ONE-LINE DIAGRAM

ET101 ELECTRICAL TELECOM DATA NETWORK PLAN

ET501 ELECTRICAL TELECOMMUNICATIONS DETAILS

ET601 ELECTRICAL TELECOM NETWORK ARCHITECTURE

ET602 ELECTRICAL TELECOM SECURITY ARCHITECTURE

Exp.: 02/28/2025 09/27/2024

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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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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AutoCAD SHX Text one quarter inch = one foot

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DRAWING INDEX

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DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A6-20-633 BUILDING #9 BATH, NY

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SCALE: NONE

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SITE PLAN

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SCALE: NONE

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SITE LOCATION

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COHOCTON RIVER

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AVENUE A

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VETERANS AVENUE

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SAN JUAN AVENUE

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GETTYSBURG AVENUE

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RIVER ROAD

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GETTYSBURG AVENUE

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LAUNDRY SERVICE ROAD

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ARGONNE AVENUE

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AutoCAD SHX Text 29A

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COHOCTON RIVER

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BELFAST STREET

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NATIONAL CEMETERY

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31 BOILER PLANT

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30 SECTION 6 - ADMINISTRATION BUILDING

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18 VOLUNTEER SERVICES

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114 GAUGE HOUSE

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113 METER HOUSE

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7 INTERN HOUSING

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4 LUMBER SHED

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103 SUPPLY WAREHOUSE

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97 BLEACHERS - NORTH

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94 PARADE GROUND - FLAG POLE

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106 CANTEEN PATIO

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104 SECTION 1 - DOMICILIARY

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112 GAZEBO

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98 COVERED PICNIC AREA

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96 BLEACHERS - EAST

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95 CEMETERY FLAG POLE

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108 HEAVY EQUIPMENT STORAGE

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44 STATION POLICE

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1301 NATIONAL CEMETERY SERVICE

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84 COMPENSATED WORK THERAPY

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75 ENGINEERING SHOPS: HVAC, PAINT, ELECT., PLUMBING

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41 FISCAL, CONTRACTING

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32 RESEARCH PSYCHOLOGY, SOCIAL WORK

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24 MAIN DINING ROOM, KITCHEN

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15 GARAGES, MASONRY STORAGE

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76 HOSPITAL

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56 QUARTERS

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57 THREE CAR GARAGE

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53 THREE CAR GARAGE

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55 QUARTERS

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54 QUARTERS

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51 QUARTERS

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52 QUARTERS

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50 QUARTERS

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42 HONOR GUARD

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35 SECTION 3 - PERSONNEL, CANTEEN

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39 MAIN CHAPEL

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38 NY STATE VETERANS REPRESENTATIVE

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78 SECTION 2 - COMMUNITY LIVING CENTER (CLC)

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79 BRIDGE

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93 FIELD HOUSE

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92 RECREATION & EMPLOYEE EDUCATION

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81 UNDERGROUND RESERVOIR

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16 CARPENTER SHOP

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17 LAUNDRY, PRINTING SHOP

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14 FIRE DEPARTMENT, GARAGE

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10 DAY TREATMENT (PRRC)

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9 VACANT

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34 SECTION 4 - DOMICILIARY

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20 SEWER PUMP HOUSE

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33 SECTION 5 - INFORMATION TECHNOLOGY (IT)

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29A MUSEUM, UPHOLSTERY, EMS, ENGINEERING

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6 ENGINEERING STORAGE

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3 EQUIPMENT STORAGE

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115 GREENHOUSE

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119 SMOKE SHELTER (ANNEX)

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121 SMOKE SHELTER (B35)

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116 IMPOUND YARD

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120 SMOKE SHELTER (B24)

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122 SMOKE SHELTER (B92)

B C D

62'/86''

79'

COVERED PORCH

DISPATCH/OPERATOR

ADMIN. ASSISTANT

CHIEF/ DEPUTY CHIEF

INVESTIGATOR

WOMEN'S LOCKER

MEN'S LOCKER

EVIDENCE

106A

ARMORY

BREAK ROOM

VESTIBULE

HOLDING AREA

TOILET

IT ROOM

UTILITY ROOM

HOUSEKEEPING

AE502

LEGEND

BUSINESS

A'/B'

PATH OF TRAVEL

ALTERNATE PATH OF TRAVEL

A= PRIMARY DISTANCE OF TRAVEL

B= SECONDARY DISTANCE OF TRAVEL

BATH VA RENOVATE BUILDING 9 PROJECT NO: 22169

BUILDING DATA AND CODE REVIEW

FACILITY: BUILDING 9 NAME: POLICE STATION

APPLICABLE CODE NFPA 101, LIFE SAFETY CODE (2021); VAMC FIRE PROTECTION DESIGN MANUAL

DESCRIPTION CLASSIFICATION CODE REFERENCE PROVIDED

POLICE STATION BUSINESS NFPA 101, CHAPTER 39 YES

CLASSIFICATION OF WORK

DEMOLITION NFPA 241

RECONSTRUCTION NFPA 101, & 4.6.7

CONSTRUCTION CLASSIFICATION

DESCRIPTION TYPE CONSTRUCTION CODE REFERENCE PROVIDED (YES/NO)

ALL AREAS TYPE III N/A YES

BUILDING AREA AND OCCUPANT LOAD

AREA OCCUPANCY LOAD FACTOR PROVIDED (YES/NO)

POLICE STATION BUSINESS 150FT²/PERSON 17 OCCUPANTS

FIRE PROTECTION SYSTEM

SYSTEM TYPE DESCRIPTION CODE REFERENCE PROVIDED (YES/NO)

SUPPRESSION WET-PIPE SPRINKLER SYSTEMS NFPA 101 AND VAMC FIRE PROTECTION DESIGN MANUAL YES

FIRE ALARM AND DETECTION ADDRESSABLE INTERFACED TO MFACU NFPA 101 AND VAMC FIRE PROTECTION DESIGN MANUAL YES

MEANS OF EGRESS ELEMENTS

ELEMENTS CRITERIA REFERENCE PROVIDED (YES/NO)

NUMBER OF EXITS MINIMUM 2 NFPA 101 YES

EXIT TRAVEL DISTANCE 250' NFPA 101 YES

DEAD END CORRIDORS 50' NFPA 101 YES

EXIT ACCESS WIDTH 36" NFPA 101 YES

COMMON PATH OF TRAVEL 100' NFPA 101 YES

EXIT SIGNAGE YES NFPA 101 YES

EMERGENCY LIGHTING YES NFPA 101 YES

BUILDING INFORMATION

BUILDING INFORMATION HEIGHT

BUILDING OCCUPIED SPACE 2944 SF

BUILDING HEIGHT 26 FT FROM F.F. TO RIDGE

BUILDING HEIGHT 28 FT +/- FROM F.F TO APPROXIMATELY FINISHED GRADE AT EAST ELEVATION

NOTES

1.) HEIGHT OF BUILDING IS 31' +/- FROM F.F TO RIDGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD "Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".CONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

CONTRACT DOCUMENTS DESIGN RENOVATE BUILDING 9

76 VETERANS AVE BLDG 9

BATH, NY 14810

528A6-20-633

2024/09/27

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GI002

LIFE SAFETY PLAN - FIRST FLOOR

ANL KRL

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 LIFE SAFETY PLAN - FIRST FLOOR

AREA OF

WORK

SAN JUAN AVENUE

GETTYSBURG AVENUE GETTYSBURG AVENUELAUNDRY SERVICE ROAD

29A

KEYPLAN

2. FLOOR AREA IS 2.971 SF AND HEIGHT IS 23 FT ABOVE FINISHED FLOOR.

1. SEE A-001 FOR A-SERIES NOTES AND LEGENDS.

GENERAL NOTES

Revisions: Date:

REV 0 - CONTRACT DOCUMENTS 2024/07/10

REV 1 - BID SUBMISSION 2024/09/27

Exp.: 02/28/2025 09/27/2024

3'-9 7/8"

15'-11 3/4"

CATCH BASIN

RIM EL 1127.08

INV EL (W) 1124.88'

8" CONCRETE

S S

FAUT

BUILDING 9

62'-4 5/8"

15'-9 1/8"

46'-7 1/2"

1'-5 3/4"

12'-0 1/2"

31'-7 7/8"

13'-10 1/4"

18'-7"

3'-0"

MAX

11'-7 1/8"

14'-11 3/8"

3'-8 1/8"

1'-0 1/4"

3'-3 7/8"

6'-5 7/8"

9'-7"

3'-0"MAX

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2

:1 SL

OPE

1-1/2:1 SLOPE

1-1/2:1

SLOPE

1-1/2:1 SLOPE

11'-5 3/8"

10'-0 3/16"

22'-6 1/2"

10'-8"

12'-5 5/16" 1'-0"

8'-0 1/4"

21'-0"

33'-9 7/8"

11'-5 3/8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

GENERAL BUILDING 9 SITE PLAN -

EXCAVATION LIMITS

CONTRACT DOCUMENTS

FULLY SPRINKLERED

DESIGN RENOVATE BUILDING 9

76 VETERANS AVE BLDG 9

BATH, NY 14810

2024/09/27

GC101

528A6-20-633

DJS CCW

REV 0 - CONTRACT DOCUMENTS 2024/07/10

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

REV 1 - BID SUBMISSION 2024/09/27

SCALE: 1"=5'-0"

GENERAL BUILDING 9 SITE PLAN - EXCAVATION LIMITS1

KEYPLAN

SAN JUAN AVENUE

GETTYSBURG AVENUE GETTYSBURG AVENUELAUNDRY SERVICE ROAD

29A

AREA OF

WORK

GENERAL NOTES

1. SEE S-001 & A-001 FOR GENERAL NOTES AND LEGENDS.

2. ANY ADDITIONAL SIDEWALK AND YARD AREA DAMAGED SHALL BE REPLACED AT

CONTRACTOR'S EXPENSE.

DEMOLITION OF CONCRETE REQUIRES INFECTION AND DUST CONTROL MEASURES

REFERENCED IN SPECIFICATION SECTION 013526 SAFETY REQUIREMENTS, PART

1.4.B.I.(24) CRYSTALLINE SILICA MONITORING (ASSESSMENT) AND PART 1.12.J.

EXTERIOR CONSTRUCTION. CONTRACTOR SHALL FOLLOW OSHA CFR 29 1926.1153

RESPIRABLE CRYSTALLINE SILICA STANDARD FOR CRYSTALLINE SILICA EXPOSURE

CONTROL METHODS.

4. EXCAVATION AT THE PERIMETER (WITHIN 1'-0") OF EXISTING FOUNDATION SHALL BE BY

HAND EXCAVATION ONLY.

SILT SOCK AND SECURITY FENCE ARE BEING PROVIDED AS PART OF THE VA

RENOVATION OF THE PARKING LOT NORTH OF BUILDING 9. IF THE CONTRACTOR

BELIEVES THIS AREA NEEDS TO BE EXPANDED FOR THIS SCOPE, WRITTEN

NOTIFICATION SHALL BE PROVIDED TO THE VA

6. FOR DEWATERING AT EXCAVATED AREAS REFERENCE SPECIFICATION 312319

DEWATERING.

7. CONCRETE SIDEWALKS TO BE CUT TO THE NEAREST CONTROL JOINTS BEYOND THE

LINES SHOWN.

KEYED NOTES

1 LIMITS OF EXCAVATION

2 UTILITIES ARE KNOWN TO BE IN THIS AREA. CONTRACTOR TO VERIFY UTILITIES AND

TAKE CARE DURING EXCAVATION

3 UNDERPINNING/STABILITY DESIGN REQUIRED, REFERENCE S-001 - FIELD ENGINEERING

AND DELEGATED SHORING, AND UNDERPINNING DESIGN REQUIREMENTS

4 REMOVE SIDEWALK TO LIMITS SHOWN ON PLAN (HATCHED AREAS)

EXCAVATE A TRENCH 12" DEEP BY WIDTH NECESSARY TO PERFORM THE WORK (WIDTH

APPROXIMATED AT 24") AROUND EXTERIOR OF BUILDING TO PERFORM STONE AND

CONCRETE FOUNDATION REPAIRS

6 SHORING/STABILITY DESIGN REQUIRED, REFERENCE S-001 - FIELD ENGINEERING AND

DELEGATED SHORING, AND UNDERPINNING DESIGN REQUIREMENTS

7. SAW CUT SIDEWALK PRIOR TO REMOVAL.

Exp.: 02/28/2025 09/27/2024

AutoCAD SHX Text F

AutoCAD SHX Text one eighth inch = one foot

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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

AutoCAD SHX Text

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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AutoCAD SHX Text one quarter inch = one foot

S S

FAUT

BUILDING 9

1-1/2:1 SLOPE

15'-11 3/4"

62'-4 5/8"

1'-5 3/4"

13'-10 1/4"

18'-7"

14'-11 3/8"

6'-5 7/8"

1'-0"

6'-6"

21'-0 1/4"

33'-9 7/8"

11'-5 3/8"

1(128 SF)

1(64 SF)

1(225 SF)

31'-7 7/8"

1 (75 SF)

1(75 SF)

1 (68 SF)

1 (24 SF)

1 (26 SF)

1 (380 SF)

1(14 SF)

11'-5 3/8"

10'-0 3/16"

22'-6 1/2"

10'-8"

12'-5 5/16" 1'-0"

8'-0 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

GENERAL BUILDING 9 SITE PLAN -

GRASS RESTORATION

CONTRACT DOCUMENTS

FULLY SPRINKLERED

DESIGN RENOVATE BUILDING 9

76 VETERANS AVE BLDG 9

BATH, NY 14810

2024/09/27

GC102

528A6-20-633

MPS CCW

REV 0 - CONTRACT DOCUMENTS 2024/07/10

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

REV 1 - BID SUBMISSION 2024/09/27

SCALE: 1"=5'-0"

GENERAL BUILDING 9 SITE PLAN - GRASS RESTORATION1

KEYPLAN

SAN JUAN AVENUE

GETTYSBURG AVENUE GETTYSBURG AVENUELAUNDRY SERVICE ROAD

29A

AREA OF

WORK

GENERAL NOTES

1. SEE S-001 & A-001 FOR GENERAL NOTES AND LEGENDS.

2. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED

IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.

3. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO

REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL.

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,

SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO

SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. FILL SHALL NOT BE PLACED ON

SATURATED OR FROZEN SURFACES. ALL FILL TO BE PLACED AND COMPACTED IN

LAYERS NOT TO EXCEED 6 INCHES IN THICKNESS.

FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR

OTHER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE

WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. FROZEN MATERIALS OR

SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED IN

FILLS.

6. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING

FINISHED GRADING.

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PROPOSED RIM ELEVATIONS IN

RELATION TO PROPOSED GRADE PRIOR TO INSTALLATION AND NOTIFYING DESIGN

ENGINEER OF ANY DISCREPANCIES.

STRIPPED TOPSOIL SHALL BE STOCKPILED IN AREAS SHOWN ON PLANS OR AS

DIRECTED BY OWNER'S REPRESENTATIVE. THE PILE(S) SHALL BE SEEDED TO PREVENT

EROSION AND CONTROL SEDIMENT.

9. RESTORATION AREA TO BE PLANTED WITH PERMANENT VEGETATION SEED MIXTURE

AND MAINTAINED AT A 6"+/- HEIGHT.

10. CONTRACTOR TO KEEP SITE PAVEMENT FREE OF DIRT AND DEBRIS AT ALL TIMES

DURING CONSTRUCTION.

11.

CONTRACTOR SHALL DISPOSE OF ANY DEMOLITION OR CONSTRUCTION DEBRIS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,

ORDINANCES AND STATUTES.

12.

ANY AREAS OF THE LAWN OUTSIDE OF THE RESTORATION LIMITS THAT ARE

DISTURBED OR COMPACTED BY EQUIPMENT OR OTHER CONSTRUCTION ACTIVITIES

SHALL BE RESTORED TO ORIGINAL CONDITION, INCLUDING AERATION IF NECESSARY.

13.

ANY AREAS OF LAWN OUTSIDE OF THE RESTORATION LIMITS THAT ARE COMPACTED

BY EQUIPMENT OR OTHER CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO

ORIGINAL CONDITION, INCLUDING AERATION AS NECESSARY.

KEYED NOTES

RESTORATION AREA; EXCAVATED AREAS AND ALL DISTURBED GRASS TO BE

RESTORED TO PREVIOUS/ SUITABLE ELEVATION WITH GRASS SEED RESTORATION

COMPLETED.

Exp.: 02/28/2025 09/27/2024

AutoCAD SHX Text F

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

A B C D

SS SS

SCALE: 1/4" = 1'-0"1 HAZARDOUS MATERIALS ABATEMENT PLAN - CRAWLSPACE

GENERAL DRAWING NOTES:

A. PERFORM ALL WORK, INCLUDING AREA CONTAINMENT MEASURES AND REMOVAL, IN STRICT

ACCORDANCE WITH: THE PROJECT SPECIFICATION, ALL FEDERAL, STATE AND LOCAL REGULATIONS, AND ANY APPROPRIATE APPLICABLE VARIANCES AND SITE-SPECIFIC VARIANCES. APPLICABLE

REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO: OSHA 29 CFR 1926 SUBPART Z, 40 CFR PART 763 (AHERA), 40 CFR PART 61 SUBPART M (NESHAP STANDARD FOR DEMOLITION AND RENOVATION), AND

NEW YORK STATE INDUSTRIAL CODE RULE 56.

B. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL, OR SUSPECT MATERIAL, SHALL BE

PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR.

C. AREAS UNDER ABATEMENT SHALL BE PROPERLY POSTED WITH WARNING SIGNS AND SECURED TO

PREVENT UNAUTHORIZED ENTRIES.

D. KEEP THE WORK AREA IN A CLEAN AND SAFE CONDITION, PROVIDE TEMPORARY PROTECTION, PROTECT BUILDING MATERIALS SCHEDULED TO REMAIN, AND PREVENT UNAUTHORIZED ACCESS

DURING THE DURATION OF THE PROJECT. CLEAN UP ALL CONTAINMENT WORK AREAS; SPECIFICALLY

TAPE/ADHESIVES RESIDUE FROM ALL SURFACES. REPAIR DAMAGE CAUSED AS A RESULT OF

INADEQUATE TEMPORARY PROTECTION OR PREPARATION AND ABATEMENT ACTIVITIES, INCLUDING

DAMAGE TO FINISHES RESULTING FROM CONTAINMENT MEASURES.

E. REFER TO THE ENTIRE SET OF CONTRACT DOCUMENTS FOR COORDINATION OF SCOPE.

F. THE LOCATION OF ANY ON-SITE STORAGE OF MATERIALS, EQUIPMENT DUMPSTER/WASTE TRAILER

AND DECONTAMINATION FACILITIES SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER'S

REPRESENTATIVE.

G. PROVIDE ALL TOOLS, EQUIPMENT, AND SUPPLIES. THE OWNER'S REPRESENTATIVE WILL NOT BE

LIABLE FOR THEFT OR DAMAGE.

H. ALL ABATEMENT AND/OR REMOVAL OF ASBESTOS CONTAINING MATERIALS MUST PASS VISUAL

INSPECTION AND CLEARANCE PROCEDURES PER 12NYCRR56 BEFORE GENERAL CONSTRUCTION

WORK MAY COMMENCE.

I. A SITE SPECIFIC VARIANCE FOR THIS PROJECT HAS NOT BEEN APPLIED FOR. ANY VARIANCE APPLICATION PREPARED BY THE CONTRACTOR OR ITS AGENT MUST BE SUBMITTED TO THE OWNER

FOR APPROVAL PRIOR TO SUBMISSION TO THE STATE OF NEW YORK DEPARTMENT OF LABOR

ENGINEERING SERVICES FOR PROCESSING, THE OWNER SHALL BEAR NO ADDITIONAL COST AS A RESULT OF THE APPROVAL OF, THE DENIAL OF, AND/OR CONDITIONS SET FORTH WITHIN THE SITE

SPECIFIC VARIANCE.

J. THE PROJECT MANUAL INCLUDES EXISTING HAZARDOUS MATERIAL INFORMATION FOR REFERENCE.

MAINTAIN A COPY OF THE REPORT ON-SITE FOR THE DURATION OF THE PROJECT. QUANTITIES REPORTED WITHIN THE REPORT ARE APPROXIMATED. ASBESTOS CONTAINING MATERIALS IDENTIFIED IN THE REPORT ARE TO BE ABATED PRIOR TO ANY CONSTRUCTION THAT COULD DISTURB THESE

MATERIALS.

K. IF ADDITIONAL ASBESTOS AND/OR SUSPECT MATERIAL NOT PREVIOUSLY IDENTIFIED ARE

DISCOVERED AND/OR DISTURBED DURING CONSTRUCTION, ALL OPERATIONS SHALL CEASE AND THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY FOR FURTHER DIRECTION. DO NOT COLLECT AND/OR ANALYZE BULK SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF THE

OWNER'S REPRESENTATIVE.

L. COORDINATE THE DE-ENERGIZING OF ALL DEVICES, EQUIPMENT, AND FIXTURES TO BE REMOVED OR WHICH REMAIN WITHIN CONTAINMENT, PRIOR TO THE COMMENCEMENT OF ABATEMENT ACTIVITIES.

M. PROVIDE ALL REMOVALS REQUIRED TO ACCESS AND ABATE MATERIALS SCHEDULED FOR REMOVAL.

N. ALL ASBESTOS-CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED

FROM THE WORK AREA(S). ASBESTOS WARNING LABELS SHALL BE APPLIED TO THE ASBESTOS WASTE

BAGS.

O. NON-POROUS CLEANABLE MATERIALS SCHEDULED FOR REMOVAL, SALVAGE, AND/OR DISPOSAL THAT ARE REMOVED DURING ABATEMENT ACTIVITIES (SUCH AS DOOR FRAMING, PARTITIONS, ACCESS PANELS, FIXTURES, ETC.) SHALL BE PROPERLY CLEANED, RECYCLED, OR DISPOSED OF AS C&D

DEBRIS, AS APPROPRIATE.

GENERAL ASBESTOS NOTES:

A. NOT ALL REMOVAL NOTES ARE UTILIZED ON EVERY SHEET.

B. REFERENCE SPECIFICATION 028214.

KEYED ASBESTOS REMOVAL NOTES:

1 REMOVE AND PROPERLY DISPOSE OF ASBESTOS-CONTAINING 9" X 9" FLOOR TILE - RED. ASSOCIATED MASTIC WAS CONFIRMED NON-ASBESTOS CONTAINING. REMOVAL IS CONSIDERED OSHA CLASS II

WORK. ALL WASTE GENERATED SHALL BE CONSIDERED EPA CATEGORY I NON-FRIABLE.

2 REMOVE AND PROPERLY DISPOSE OF SINK IN IT'S ENTIRETY INCLUDING ASBESTOS-CONTAINING SINK SOUND DEADENER - BLACK. REMOVAL IS CONSIDERED OSHA CLASS II WORK. ALL WASTE SHALL BE

CONSIDERED EPA CATEGORY II NON-FRIABLE.

3 REMOVE AND PROPERLY DISPOSE OF ASBESTOS CONTAINING WATER MAIN GASKET IN IT'S ENTIRETY.

REMOVAL IS CONSIDERED OSHA CLASS II WORK. ALL WASTE SHALL BE CONSIDERED EPA CATEGORY I

NON-FRIABLE.

4 REMOVE AND PROPERLY DISPOSE OF ASSUMED ASBESTOS CONTAINING TEXTURED POPCORN

CEILING SKIM COAT IN ITS ENTIRETY. REMOVAL IS CONSIDERED OSHA CLASS I WORK. ALL WASTE

SHALL BE CONSIDERED EPA REGULATED ASBESTOS CONTAINING MATERIAL.

MOLD GENERAL NOTES:

NOTIFY THE OWNER IMMEDIATELY IF SUSPECT MOLD GROWTH IS DISCOVERED ON SURFACES TO BE IMPACTED DURING THE PROJECT. NO DISTURBANCES TO THESE SURFACES SHALL OCCUR UNTIL THE OWNER ADDRESSES THE SITUATION AND DETERMINES THE PROPER COURSE OF ACTION TO TAKE.

LEAD AWARENESS NOTE:

A. GENERAL NOTE TO ALL TRADES - VARIOUS BUILDING MATERIALS HAVE BEEN IDENTIFIED AS BEING LEAD CONTAINING. A LISTING OF LEAD PAINTED BUILDING COMPONENTS CAN BE FOUND IN THE

PROJECT DESIGN MANUAL AS PART OF THE PRE-RENOVATION INSPECTION REPORT.

B. CONDUCT ALL WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL

REQUIREMENTS, INCLUDING OSHA 29 CFR 1926 (LEAD IN CONSTRUCTION STANDARD), AND TAKE

PRECAUTIONS TO ENSURE THAT WORKERS ARE NOT EXPOSED TO LEAD IN EXCESS OF THE

PERMISSIBLE EXPOSURE LIMIT. DISPOSAL OF GENERATED PAINT CHIPS SHALL BE IN COMPLIANCE

WITH ALL APPLICABLE FEDERAL AND STATE REGULATIONS REGARDING LEAD.

C. THE FOLLOWING TYPICAL COMPONENTS TESTED POSITIVE FOR LEAD-BASED PAINT OR AS

CONTAINING LEAD. REFER TO THE REPORT FOR A COMPLETE LISTING:

1. BLUE WOOD BASEBOARD

2. BLUE WOOD WINDOW

3. GRAY WOOD DOOR FRAME

4. GRAY WOOD WINDOW FRAME

5. GRAY WOOD WINDOW

6. LEADED METAL FLASHING

7. RED METAL SPRINKLER LINE

8. RED METAL WATER MAIN

9. WHITE CERAMIC SINK

10. WHITE METAL PIPE

11. WHITE METAL SPRINKLER LINE

12. WHITE PLASTER CEILING

13. WHITE PLASTER COLUMN

14. WHITE PLASTER WALL

15. WHITE WOOD DOOR

16. WHITE WOOD CEILING

17. WHITE WOOD COLUMN

18. WHITE WOOD DOOR FRAME

19. WHITE WOOD EAVE

20. WHITE WOOD GUARD RAIL

21. WHITE WOOD RAFTER

22. WHITE WOOD THRESHOLD

23. WHITE WOOD UNDERDECK

24. WHITE WOOD UPPER WINDOW

25. WHITE WOOD WINDOW

26. YELLOW PLASTER COLUMN

GENERAL LEAD REMOVAL NOTE:

A. FLAME CUTTING, HIGH SPEED GRINDING OR WELDING IS PROHIBITED ON LEAD PAINTED

SURFACES. LEAD PAINT MUST BE REMOVED PRIOR TO DISTURBANCE.

B. REMOVAL METHODS ARE PROHIBITED FROM SUBJECTING THE PAINTED SUBSTRATE TO

TEMPERATURE OVER 1,100 DEGREES FAHRENHEIT.

C. ANY USE OF POWER TOOLS MUST EMPLOY A HIGH-EFFICIENCY PARTICULATE AIR (HEPA)

EXHAUST SYSTEM.

D. ALL PAINT CHIPS, DUST, AND DEBRIS MUST BE PROPERLY CONTAINED, COLLECTED, AND

CONTAINERIZED. DROP CLOTHS ARE REQUIRED BELOW ALL REMOVALS. REINFORCED

CURTAINS OR ENCLOSURE SUFFICIENT TO CONTAIN CHIPS, DUST AND DEBRIS FROM

MIGRATING FROM THE WORK AREA ARE TO BE CONSTRUCTED.

E. ALL WASTE GENERATED IS TO BE PROMPTLY CONTAINERIZED DURING WORK. AT THE END

OF EACH WORK SHIFT ALL DROP CLOTHS ARE TO BE CLEANED; LEAVING DEBRIS ON DROP

CLOTHS BETWEEN SHIFTS IS PROHIBITED.

# KEYED LEAD REMOVAL NOTE:

1. REMOVE BY CHEMICAL STRIPPING LEAD BASED PAINT ON PIPING AT LOCATIONS OF PIPE

DEMOLITION OF ATLEAST 2" FROM EACH CUT LOCATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

HAZARDOUS MATERIALS

ABATEMENT PLAN - CRAWL SPACE

CONTRACT DOCUMENTS

FULLY SPRINKLERED

DESIGN RENOVATE BUILDING 9

76 VETERANS AVE BLDG 9

BATH, NY 14810

2024/09/27

HM100

528A6-20-633

REV 0 - CONTRACT DOCUMENTS 2024/07/10

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

REV 1 - BID SUBMISSION 2024/09/27

KEYPLAN

SAN JUAN AVENUE

GETTYSBURG AVENUE GETTYSBURG AVENUELAUNDRY SERVICE ROAD

29A

AREA OF

WORK

RJH SPF

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

A B C D

WOMEN'S

HAC

MEN'S

VESTIBULE

STORAGE CLOSET

106A VACANT

VACANT