528A5-20-502 Boiler Replacement_Plans_Part 1.pdf
PDF 15 MB Posted
- Attached to
- Z1DA--528A5-20-502 BOILER REPLACEMENT PROJECT Federal contract opportunity
- Solicitation number
- 36C24224R0032
About this file
This document is a solicitation (Solicitation # 36C24224R0032) for a boiler replacement project. The key details are:
The procurement is a 100% Service-Disabled Veteran Owned Small Business (SDVOSB) set-aside with a business size standard of $19M. The solicitation is issued by the Department of Veterans Affairs, Veterans Health Administration, Veterans Integrated Service Network 2. The project involves the replacement of boilers. The proposal due date is Friday, June 28, 2024. A site visit is scheduled for Thursday, June 6, 2024 at 11:00 AM Eastern. Offerors are required to provide details of three previous similar contracts within the past ten years. A copy of the amendment must be included with the proposal.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
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 100% STAMPED FINAL
DESIGN
FULLY SPRINKLERED
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
GI001
BLDG 12
528A5-20-502
DGA CJR
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
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
N
INTERIOR ELEVATION
DD###
DD###
X
DD###
X
SCALE: 1'-0" = 1'-0"
DETAIL TITLEX
1 / DD###
DD###
X
DD###
X
TRUE NORTH
PLAN NORTH
VIEWING
DIRECTION
SHEET REF NUMBER
SHEET REF NUMBER
DRAWING INDEX
DRAWING
NUMBER DRAWING TITLE
GENERAL
GI001 TITLE SHEET
GC101 GENERAL PHASING PLAN
GC102 GENERAL PHASING PLAN
GC103 GENERAL PHASING PLAN
GC601 CONDENSATE PHASING DIAGRAM
HAZARDOUS MATERIALS
H-101 HAZARDOUS ABATEMENT PLAN
CIVIL
C-001 CIVIL NOTES AND LEGENDS
CS101 CIVIL SITE PLAN
CU101 CIVIL UTILITY PLAN
CU501 CIVIL UTILITY DETAILS
STRUCTURAL
S-001 STRUCTURAL NOTES AND LEGENDS
SD101 STRUCTURAL FOUNDATION DEMOLITION PLAN
SD102 STRUCTURAL DEMOLITION PLAN
SD103 STRUCTURAL DEMOLITION PLAN - PLATFORM VARIES LEVELS
SB101 STRUCTURAL FOUNDATION PLAN
SF101 STRUCTURAL FRAMING PLAN - LOWER LEVEL
SF102 STRUCTURAL FRAMING PLAN - PLATFORM VARIOUS LEVELS
SF201 STRUCTURAL FRAMING INTERIOR ELEVATIONS
SF202 STRUCTURAL FRAMING INTERIOR ELEVATIONS
SF203 STRUCTURAL FRAMING INTERIOR ELEVATIONS
SF204 STRUCTURAL FRAMING INTERIOR ELEVATIONS
SF205 STRUCTURAL FRAMING INTERIOR ELEVATIONS
SF206 STRUCTURAL FRAMING EXTERIOR ELEVATIONS
SF301 STRUCTURAL FRAMING SECTIONS
SF302 STRUCTURAL FRAMING SECTIONS
SF303 STRUCTURAL FRAMING SECTIONS
SF304 STRUCTURAL FRAMING SECTIONS
SF305 STRUCTURAL FRAMING SECTIONS
SF306 STRUCTURAL FRAMING SECTIONS
SF401 STRUCTURAL FRAMING ENLARGED PLANS
SF402 STRUCTURAL FRAMING ENLARGED PLANS
SF403 STRUCTURAL FRAMING ENLARGED PLANS
SF404 STRUCTURAL FRAMING ENLARGED PLANS
SF405 STRUCTURAL FRAMING ENLARGED PLANS
SF406 STRUCTURAL FRAMING ENLARGED PLANS
S-501 STRUCTURAL TYPICAL CONCRETE DETAILS
S-502 STRUCTURAL TYPICAL STEEL DETAILS
S-503 STRUCTURAL TYPICAL STEEL DETAILS
S-504 STRUCTURAL TYPICAL STEEL DETAILS
S-505 STRUCTURAL TYPICAL STEEL DETAILS
S-506 STRUCTURAL TYPICAL DETAILS
S-507 STRUCTURAL TYPICAL DETAILS
S-601 STRUCTURAL SCHEDULES
ARCHITECTURAL
A-001 ARCHITECTURAL NOTES AND LEGENDS
A-002 ARCHITECTURAL LIFE SAFETY PLAN - INDUSTRIAL AREA
A-003 ARCHITECTURAL LIFE SAFETY PLAN - STORAGE AREA
AD101 ARCHITECTURAL DEMOLITION FLOOR PLAN - LOWER LEVEL
AD102 ARCHITECTURAL DEMOLITION ROOF PLAN
AD201 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS
AD202 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS
AD203 ARCHITECTURAL DEMOLITION INTERIOR DETAILS
AD401 ARCHITECTURAL ENLARGED DEMOLITION FLOOR PLAN
A-101 ARCHITECTURAL ROOF PLAN
A-102 ARCHITECTURAL FLOOR PLAN - LOWER LEVEL
A-103 ARCHITECTURAL FLOOR PLAN - STORAGE AREA
A-104 ARCHITECTURAL REFLECTED CEILING PLANS
A-201 ARCHITECTURAL EXTERIOR ELEVATIONS
A-202 ARCHITECTURAL EXTERIOR ELEVATIONS
A-203 ARCHITECTURAL INTERIOR ELEVATIONS
A-204 ARCHITECTURAL INTERIOR ELEVATIONS
A-401 ARCHITECTURAL ENLARGED FLOOR PLAN AND DETAILS
A-402 ARCHITECTURAL ENLARGED FLOOR PLANS
A-501 ARCHITECTURAL WALL DETAILS
A-502 ARCHITECTURAL BUILDING DETAILS
A-503 ARCHITECTURAL ROOF DETAILS
A-504 ARCHITECTURAL MASONRY RESTORATION DETAILS
A-601 ARCHTECTURAL DOOR SCHEDULE AND DETAILS
A-602 ARCHTECTURAL WINDOW SCHEDULE AND DETAILS
A-603 ARCHTECTURAL SCHEDULES
A-801 ARCHITECTURAL BOILER PLANT SIGNAGE
FIRE PROTECTION
F-001 FIRE PROTECTION NOTES AND LEGENDS
FD101 FIRE PROTECTION DEMOLITION PLAN
FD601 FIRE ALARM DEMOLITION RISER DIAGRAM
FA101 FIRE ALARM PLAN - LOWER LEVEL
FA102 FIRE ALARM PLAN - PIT LEVEL
FA601 FIRE ALARM RISER DIAGRAM
FX101 FIRE SPRINKLER PLAN - LOWER LEVEL
FX102 FIRE SPRINKLER PLAN - UPPER LEVEL
FX103 FIRE SPRINKLER PLAN - PIT LEVEL
FX501 FIRE SPRINKLER DETAILS
PLUMBING
P-001 PLUMBING NOTES AND LEGENDS
PD101 PLUMBING DEMOLITION PLAN
PP101 PLUMBING PLAN - SANITARY
PP102 PLUMBING PLAN - DOMESTIC
PP401 PLUMBING ENLARGED PLANS
PP601 PLUMBING DOMESTIC WATER RISER DIAGRAM
PP602 PLUMBING SANITARY RISER DIAGRAM
PROCESS
D-001 PROCESS NOTES AND LEGENDS
D-601 PROCESS FLOW DIAGRAM
D-611 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM- FUEL OIL
D-621 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - NATURAL GAS
D-631 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - FEEDWATER
D-632 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - FEEDWATER
D-633 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - FEEDWATER
D-641 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - STEAM
D-642 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - STEAM
D-651 PROCESS AND INSTRUMENTATION (P&ID) DIAGRAM - COMBUSTION AIR
DD601 PROCESS STEAM SYSTEM DEMOLITION - PHASE 2
DD602 PROCESS STEAM SYSTEM DEMOLITION - PHASE 4
MECHANICAL
M-001 MECHANICAL NOTES AND LEGENDS
MD101 MECHANICAL EQUIPMENT DEMOLITION PLAN - LOWER LEVEL
MD102 MECHANICAL EQUIPMENT DEMO PLAN - UPPER LEVEL & PIT
MD103 MECHANICAL EQUIPMENT DEMOLITION PLAN - ROOF
MD901 MECHANICAL DEMOLITION - REFERENCE PHOTOS
MD902 MECHANICAL DEMOLITION - REFERENCE PHOTOS
MH101 MECHANICAL HVAC PLAN - LOWER LEVEL
MH102 MECHANICAL ROOF PLAN
MH103 MECHANICAL HVAC PLAN - STORAGE A001
MH401 MECHANICAL HVAC ENLARGED PLAN
MH501 MECHANICAL HVAC DETAILS
MH601 MECHANICAL HVAC SCHEDULES
MI601 MECHANICAL CONTROLS DIAGRAMS
MI602 MECHANICAL CONTROLS DIAGRAMS CONT.
MP101 MECHANICAL PIPING - STEAM
MP102 MECHANICAL PIPING - FEEDWATER
MP103 MECHANICAL PIPING - FUEL
MP501 MECHANICAL PIPING DETAILS
MP502 MECHANICAL PIPING DETAILS
MP503 MECHANICAL TYPICAL PIPING DETAILS
MK101 MECHANICAL EQUIPMENT PLAN - LOWER LEVEL
MK201 MECHANICAL ELEVATIONS
MK202 MECHANICAL ELEVATIONS
MK203 MECHANICAL ELEVATIONS
MK204 MECHANICAL ELEVATIONS
MK601 MECHANICAL EQUIPMENT SCHEDULES
MJ101 MECHANICAL MACHINERY PLAN - STORAGE A101
RM101 MECHANICAL EQUIPMENT PLAN - EXIST BOILER PLANT LOWER LEVEL
RM102 MECHANICAL EQUIPMENT PLAN - EXIST BOILER PLANT UPPER LEVEL
ELECTRICAL
E-001 ELECTRICAL NOTES AND LEGENDS
E-201 ELECTRICAL ELEVATIONS
E-401 ELECTRICAL ENLARGED PLAN
ED101 ELECTRICAL DEMOLITION POWER PLAN - LOWER LEVEL
ED102 ELECTRICAL DEMOLITION POWER PLAN - UPPER LEVEL
ED103 ELECTRICAL DEMOLITION LIGHTING PLAN - LOWER LEVEL
ED104 ELECTRICAL DEMOLITION LIGHTING PLAN - UPPER LEVEL
ED112 ELECTRICAL DEMOLITION SECURITY PLAN - LOWER LEVEL
ED601 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM
ED602 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM
EL101 ELECTRICAL LIGHTING PLAN - LOWER LEVEL
EL102 ELECTRICAL LIGHTING PLAN - UPPER LEVEL
EL103 ELECTRICAL LIGHTING PLAN -STORAGE A001
EL501 ELECTRICAL LIGHTING DETAILS
EP101 ELECTRICAL POWER PLAN - LOWER LEVEL
EP102 ELECTRICAL POWER PLAN - UPPER LEVEL
EP103 ELECTRICAL POWER PLAN - ROOF
EP104 ELECTRICAL POWER PLAN - STORAGE A001
EP401 ELECTRICAL POWER ENLARGED PLAN - LOWER LEVEL
EP402 ELECTRICAL POWER ENLARGED PLAN - LOWER LEVEL
EP501 ELECTRICAL POWER DETAILS
EP601 ELECTRICAL POWER ONE-LINE DIAGRAM
EP602 ELECTRICAL POWER ONE-LINE DIAGRAM
EP603 ELECTRICAL POWER ONE-LINE DIAGRAM
EP611 ELECTRICAL POWER SCHEDULES
EP612 ELECTRICAL POWER SCHEDULES
EP613 ELECTRICAL POWER SCHEDULES
EP614 ELECTRICAL POWER SCHEDULES
EP615 ELECTRICAL CABLE AND CONDUIT SCHEDULES
EI101 ELECTRICAL INSTRUMENTATION PLAN - LOWER LEVEL
EI102 ELECTRICAL INSRUMENTATION PARTIAL PLAN - UPPER LEVEL
EI103 ELECTRICAL INSRUMENTATION PLAN - ROOF
EI111 ELECTRICAL INSTRUMENTATION - GAS DETECTION SYSTEM
EI501 ELECTRICAL INSTRUMENTATION DETAILS
EI701 BOILER PLANT SUPERVISORY NETWORK TOPOLOGY
EY101 ELECTRICAL SECURITY PLAN - PIT LEVEL
EY102 ELECTRICAL SECURITY PLAN - LOWER LEVEL
EY103 ELECTRICAL SECURITY PLAN - UPPER LEVEL
6/23/2023
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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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
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AutoCAD SHX Text 6"
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
CANANDAIGUA VAMC
AutoCAD SHX Text
BOILER REPLACEMENT 400 FORT HILL AVE CANANDAIGUA, NY 14424
AutoCAD SHX Text N
CO
NC
W
AL
K S
W
XX
X
X X
X X
CONC WALK
CO
CO
BUSHWOOD LANE
TANK
50000 GALLON FUEL OIL
ABOVE GROUND
BUILDING 16
BUILDING 10
BUILDING 11
WAREHOUSE
BUILDING 12
BOILER PLANT
METAL STORAGE
BUILDING
METAL
BUILDING
N62°58'15"E 714.94'
N27°38'33"W 241.21'
S74°17'31"W473.01'
GRAVEL AREATRUCK PARKING
PAVED PARKING LOT
TANK#020
1000 GALLON DIESEL
ABOVE GROUND WITH PUMP ON
CONC PAD WITH WOODEN ROOF
G
AL
T
AN
K
BUILDING 13
X
X X
X X
X X
X X
X X
X X
X X
CONTRACTOR LAYDOWN
AREA. COORDINATED AREA
WITH COR/VA.
GATE 10' WIDE
CONSTRUCTION FENCE
CONSTRUCTION FENCE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
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 PHASING PLAN 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
GC101
BLDG 12
528A5-20-502
DGA CJR
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
SCALE: 1" = 250'
PHASE 1 - MOBILIZATION PLAN1
N
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AREA AND LAY DOWN FENCING AREAS.
MAINTAIN SAFE AND CLEAN CONDITIONS THROUGHOUT DURATION OF PROJECT. COORDINATE
FINAL LOCATION/LAYOUT/DIMENSIONS WITH VA FOR FINAL APPROVAL.
2. PHASING NOTES INDICATE GENERAL WORK ITEMS TO BE PERFORMED. PHASE NOTES DO NOT
IMPLY SEQUENCE OF OPERATION. CONTRACTOR IS RESPONSIBLE FOR CREATING
CONSTRUCTION SCHEDULE AND COORDINATION OF SCHEDULE AMONGST TRADES.
3. ANY SITE WORK BELOW SURFACE WILL REQUIRE THIRD PARTY UTILITY COMPANY ANALYSIS.
CONTRACTOR SHALL PROVIDE PROOF OF COMPLETION BEFORE COMMENCING WORK.
4. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
5. WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE PHASED
WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND BETWEEN ANY AND ALL
SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND INTENT SHOWN THROUGHOUT
THIS DRAWING SET.
6. REFER TO SPECIFICATION 010000 GENERAL REQUIREMENTS FOR ADDITIONAL PHASING
INFORMATION.
PHASE 1 NOTES - MOBILIZATION
1 ESTABLISH CONTRACTOR LAY DOWN AREA. COORDINATE AREA WITH COR/VA.
2 INSTALL 6' HIGH CHAIN LINK FENCING AROUND WORK AREAS. SECURE FENCE TO RESIST A 50 LB
HORIZONTAL FORCE ALONG TOP OR BOTTOM.
3 MAINTAIN OPERATION OF THE TWO PUMP STATIONS LOCATED TO THE NORTH AND SOUTH OF
THE FUEL BUNKER FOR THE DURATION OF THE PROJECT. THESE PUMPS ARE ESSENTIAL FOR
FOUNDATION DRAINAGE AROUND THE FUEL BUNKER.
6/23/2023
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
GV
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
DN
DN
UP
UP
MLKJHGFEDCBA
7.1
8 8
4.4
1 2
MLKJHGFEDCBA
7.1
8 8
4.4
CONTROL ROOM
A105
JANITOR
A109
WOMEN
A108
MEN
A107
ELECTRICAL ROOM
A103
3 5
73 5
PHASE 2 NOTES - DEMOLITION OF EXISTING
BOILERS 4 & 5
REMOVE BOILER PLANT EQUIPMENT IN AREA SHOWN ON DRAWING. REFER TO MD101 AND MD102
FOR MECHANICAL EQUIPMENT DEMOLITION PLAN. REFER TO SD101 FOR STRUCTURAL
DEMOLITION PLAN.
HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE ENCOUNTERED DURING THIS PHASE.
PHASE 3 NOTES - INSTALL AND COMMISSION
NEW BOILER PLANT EQUIPMENT
1 RELOCATE GENERATOR INSIDE BUILDING 12.
2 INSTALL UNDERGROUND NATURAL GAS LINE.
3 INSTALL BOILER EQUIPMENT, HVAC EQUIPMENT, LOCKER ROOMS, AND BATHROOMS.
3 CONTRACTOR TO COORDINATE LOCKOUT/TAGOUT OF THE STEAM SYSTEM WITH THE VA BOILER
PLANT SUPERVISOR BEFORE STARTING DEMOLITION. REFER TO DD601 FOR DETAILS.
COMMISSION NEW BOILER PLANT EQUIPMENT. THE NEW BOILER PLANT SYSTEM MUST OPERATE
CONTINUOUSLY FOR 30 DAYS BEFORE MOVING TO PHASE 4. THE EXISTING BOILER PLANT SHALL
REMAIN FULLY OPERATIONAL DURING THIS PERIOD.
6 INFILL THE OPENING IN THE 2 HOUR FIREWALL BETWEEN THE NEW BOILER PLANT AND THE
FUEL BUNKER BEFORE OPERATING NEW BOILER PLANT EQUIPMENT.
7 REMOVE FIREPUMP AND COMPLETE THE INSTALLATION OF THE SPRINKLER SYSTEM BEFORE
OPERATING NEW BOILER PLANT EQUIPMENT.
4 INSTALL CONDENSATE RECIEVER PER CG601.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/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 ei gh th in ch o ne fo ot t h re e in ch es o ne fo ot
6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" t h re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot t h re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
528A5-20-502
2023-06-23
GC102
GENERAL PHASING PLAN
BLDG 12
BEH CJR
FULLY SPRINKLERED
SCALE: 1/16" = 1'-0"1
PHASE 2 - DEMOLITION OF EXISTING BOILERS 4 & 5
SCALE: 1/16" = 1'-0"2
PHASE 3 - INSTALL & COMMISSION NEW BOILER PLANT
N N
6.
REFER TO SPECIFICATION 010000 GENERAL REQUIREMENTS FOR ADDITIONAL PHASING
INFORMATION.
5.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE PHASED WORK.
CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND BETWEEN ANY AND ALL
SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND INTENT SHOWN THROUGHOUT
THIS DRAWING SET.
4. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
3.
ANY SITE WORK BELOW SURFACE WILL REQUIRE THIRD PARTY UTILITY COMPANY ANALYSIS.
CONTRACTOR SHALL PROVIDE PROOF OF COMPLETION BEFORE COMMENCING WORK.
2.
PHASING NOTES INDICATE GENERAL WORK ITEMS TO BE PERFORMED. PHASE NOTES DO NOT
IMPLY SEQUENCE OF OPERATION. CONTRACTOR IS RESPONSIBLE FOR CREATING
CONSTRUCTION SCHEDULE AND COORDINATION OF SCHEDULE AMONGST TRADES.
1.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AREA AND LAY DOWN FENCING AREAS.
MAINTAIN SAFE AND CLEAN CONDITIONS THROUGHOUT DURATION OF PROJECT. COORDINATE
FINAL LOCATION/LAYOUT/DIMENSIONS WITH VA FOR FINAL APPROVAL.
GENERAL NOTES
Revisions: Date: 6/23/2023
DN
UP
UP
T
T
MLKJHGFEDCBA
7.1
8 8
4.4
2 3
MLKJHGFEDCBA
7.1
8 8
4.4
CONTROL ROOM
A105
JANITOR
A109
WOMEN
A108
MEN
A107
ELECTRICAL ROOM
A103
1 INSTALL NEW DECK AS SHOWN ON A-402 AND SF404.
PHASE 4 NOTES - DEMOLITION OF EXISTING
BOILERS 1,2, & 3
REMOVE EXISTING BOILERS 1, 2, & 3 EQUIPMENT AS SHOWN ON MD101 AND MD102.
HAZARDOUS MATERIALS ARE PRESENT IN THIS AREA. REFER TO HAZARDOUS MATERIALS PLAN
H-101.
PHASE 5 NOTES - RENOVATE ORIGINAL BOILER
PLANT AND FUEL BUNKER
VERIFY THE DE-ENERGIZATION OF THE STEAM SYSTEM FOR EXISTING BOILERS 1, 2, & 3 BEFORE STARTING DEMOLITION. CONTRACTOR TO COORDINATE WITH THE VA BOILER PLANT SUPERVISOR
TO LOCKOUT/TAGOUT THE SYSTEM. REFER TO DD602 FOR DETAILS AND ISOLATION POINTS.
2 RENOVATE OFFICE ON MEZZANINE LEVEL AS SHOWN ON A-403 .
3 PAINT AND WINDOW REPLACEMENT IN ORIGINAL BOILER PLANT. REFER TO ARCHITECTURAL
DRAWINGS.
4 HAZARDOUS MATERIALS ARE PRESENT IN THIS AREA. REFER TO HAZARDOUS MATERIALS PLAN H-101.
INSTALL NEW PLATFORM, STAIRS, AND HYDRAULIC LIFT IN THE FUEL BUNKER AREA. WORK IN THIS AREA WILL NOT AFFECT THE BOILER PLANT INSTALLATION, SO IT CAN BE PERFORMED AT
ANYTIME AFTER PHASE 2. INFILL OF THE 2 HOUR FIRE WALL SHALL BE COMPLETED BEFORE
OPERATING THE NEW BOILER PLANT EQUPIMENT.
4 REMOVE THE EXISTING FUEL OIL BACKPRESSURE REGULATOR AS SHOWN ON DD603.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/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 ei gh th in ch o ne fo ot t h re e in ch es o ne fo ot
6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" t h re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot t h re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
528A5-20-502
2023-06-23
GC103
GENERAL PHASING PLAN
BLDG 12
BEH CJR
FULLY SPRINKLERED
SCALE: 1/16" = 1'-0"1
PHASE 4 - DEMOLITION OF EXISTING BOILERS 1,2, & 3
SCALE: 1/16" = 1'-0"2
PHASE 5 - RENOVATE ORIGINAL BOILER PLANT AND FUEL BUNKER
6.
REFER TO SPECIFICATION 010000 GENERAL REQUIREMENTS FOR ADDITIONAL PHASING
INFORMATION.
5.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE PHASED WORK.
CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND BETWEEN ANY AND ALL
SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND INTENT SHOWN THROUGHOUT...
4. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA #
3.
ANY SITE WORK BELOW SURFACE WILL REQUIRE THIRD PARTY UTILITY COMPANY ANALYSIS.
CONTRACTOR SHALL PROVIDE PROOF OF COMPLETION BEFORE COMMENCING WORK.
2.
PHASING NOTES INDICATE GENERAL WORK ITEMS TO BE PERFORMED. PHASE NOTES DO NOT
IMPLY SEQUENCE OF OPERATION. CONTRACTOR IS RESPONSIBLE FOR CREATING
CONSTRUCTION SCHEDULE AND COORDINATION OF SCHEDULE AMONGST TRADES.
1.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AREA AND LAY DOWN FENCING AREAS.
MAINTAIN SAFE AND CLEAN CONDITIONS THROUGHOUT DURATION OF PROJECT. COORDINATE
FINAL LOCATION/LAYOUT/DIMENSIONS WITH VA FOR FINAL APPROVAL.
GENERAL NOTES
N N
TE
31816
PG
31810A
PG
31809B
M M
GRAVITY CONDENSATE
RECEIVER
VENT
YC
31809B
YC
31809A
12-B101-PMP-303
12-B101-PMP-304
CONDENSATE RECEIVER
FE
31813
FIT
31813
3" LPR
1 1/2" LPRM
TG
31804
V-31801
TE
31802
V-31810B
V-31811B V-31812B
V-31811A V-31812A
V-31810A
NC
NC
V-31808
V-31807
WATER LEVEL GAUGE
NC
FLUSHING
CONNECTION
V-31806 V-31813A V-31813B
V-31814
V-31815
3/4 " D
R
TIT
31816
TI
31816
FI
31813
FQI
31813
TIT
31802
TI
31802
LS
31809
LSH
31809
LAH
31809
LG
31805
CP-9
CP-9
CP-9
LC
31809
CP-9
CP-9 CP-9
F-31803
YIR
31809A
YA
31809A
YI
31809AA
YI
31809AB
YI
31809AC
YIR
31809B
YA
31809B
YI
31809BA
YI
31809BB
YI
31809BC
12-B101-TK-107
TO SURGE TANK 12-A102-TK-102
AS SHOWN ON DWG D-631
EXISTING DEAERATOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CONDENSATE PHASING DIAGRAM 100% STAMPED FINAL
DESIGN
FULLY SPRINKLERED
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
GC601
BLDG12
528A5-20-502
EAG CJR
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
GENERAL NOTES
1. THIS DRAWING IS INTENDED TO INDICATE PIPING/PUMP CONFIGURATION TO ALLOW FOR SIMULTANEOUS
CONDENSATE RETURN TO BOTH EXISTING AND NEW BOILERS DURING BOILER COMMISSIONING PERIOD.
2. ALL VALVE BODIES AND FITTINGS IN THE BOILER PLANT SHALL BE CAST OR FORGED STEEL. CAST IRON, DUCTILE IRON, AND BRONZE ARE PROHIBITED, WITH THE EXCEPTION OF DOMESTIC WATER SERVICES.
3. ON COMPLETION OF BOILER COMMISSIONING, DISCONNECT 3" LINE FROM DEAERATOR, CONNECT
CONDENSATE RECEIVER TO SOUTH CONDENSATE LOOP RETURN PER D-631.
KEYED NOTES
1 INSTALL CONDENSATE RECEIVER FOR SOUTH CONDENSATE LOOP.
2 PIPE PUMP DISCHARGE TO NEW SURGE TANK AS SHOWN ON DWG D-631.
PIPE FROM EXISTING DEAERATOR 3" OUTLET TO INLET OF CONDENSATE RECEIVER. PROVIDE 3" DIA MOTORIZED VALVE. WIRE TO SURGE TANK CONTROLLER. VALVE TO OPEN ON SURGE TANK CALL FOR
WATER ADDITION.
6/23/2023 one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DN
UP
NO ASBESTOS DETECTED
IN THIS AREA
NO ASBESTOS DETECTED
IN THIS AREA
AA-1 AA-1
AA-1
AA-1
AA-1
AA-1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
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 ABATEMENT PLAN 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23 H-101
BLDG 12
528A5-20-502
BEH CJR
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
GENERAL NOTES
1. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL RULES, REGULATIONS, GUIDELINES, VARIANCES AND THE CONTRACT DOCUMENTS.
2. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFICATION.
3. IF UNANTICIPATED SUSPECT ASBESTOS-CONTAINING MATERIALS ARE IDENTIFIED DURING CONSTRUCTION, CEASE OPERATIONS AND NOTIFY COR FOR FURTHER DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF COR.
4. THE LOCATION OF SITE STORAGE OF ALL MATERIAL, EQUIPMENT, DECONTAMINATION UNITS, AND THE WASTE
TRAILER/DUMPSTER SHALL BE COORDINATED WITH AND APPROVED BY COR.
5. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. COR WILL NOT BE LIABLE FOR THEFT OR
DAMAGE.
6. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION. CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL AND/OR UNAUTHORIZED VISITORS DO NOT ENTER THE REGULATED ABATEMENT WORK AREA OR THE ADJACENT RESTRICTED CONSTRUCTION AREA. CAREFULLY PERFORM WORK TO PREVENT DAMAGE TO FINISHES/MATERIALS SCHEDULED TO REMAIN. REPAIR OF DAMAGE CAUSED AS A RESULT OF IMPROPER TEMPORARY PROTECTION OR CONTRACTOR ACTIVITIES WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
7. ALL PROJECT-RELATED REMOVAL/DEMOLITION ACTIVITIES SHALL BE PERFORMED BY THE ABATEMENT CONTRACTOR INSIDE THE REGULATED ABATEMENT WORK AREA AS PART OF THE ASBESTOS ABATEMENT PROJECT, FOLLOWED BY A THOROUGH CLEANING OF ALL ACCESSIBLE SURFACES/CAVITIES. COORDINATE ALL WORK ACTIVITIES WITH THE CONTRACT DOCUMENTS AND COR TO ENSURE REMOVAL ACTIVITIES ARE SUFFICIENT TO ACCOMMODATE THE
PROJECT OBJECTIVES.
8. ALL ASBESTOS-CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM THE REGULATED WORK AREA(S). ASBESTOS WARNING LABELS SHALL BE APPLIED TO THE ASBESTOS WASTE BAGS. ALL ASBESTOS MATERIALS THAT ARE REMOVED FROM THE SITE SHALL BE ACCOMPANIED BY A WASTE SHIPMENT RECORD AND SIGNED ASBESTOS WASTE MANIFEST. COMPLETED WASTE SHIPMENT RECORDS MUST BE PROVIDED TO COR AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE PROVIDED WITHIN 30
DAYS OF THE WASTE LEAVING THE SITE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION TO KEEP THE BUILDING IN A WATERTIGHT CONDITION AND TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES FOR THE DURATION OF THE PROJECT. REPAIRING DAMAGE CAUSED AS A RESULT OF IMPROPER TEMPORARY PROTECTION SHALL BE THE
RESPONSIBLE OF THE CONTRACTOR.
10. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, LIFTS, ETC. REQUIRED TO REMOVE ALL MATERIALS.
11. WHERE FEASIBLE, NON-POROUS CLEANABLE MATERIALS REMOVED DURING ASBESTOS ABATEMENT ACTIVITIES (SUCH AS CABINETS, CEILING TILE GRID WORK, METAL STUDS, CONDUITS, WINDOWS, ETC.) SHALL BE PROPERLY CLEANED AND RECYCLED OR DISPOSED OF AS C&D DEBRIS, AS APPROPRIATE. THE PROJECT MONITOR SHALL VISUALLY INSPECT ALL SUCH MATERIALS TO ENSURE PROPER CLEANING/DECONTAMINATION HAS OCCURRED PRIOR TO BEING
REMOVED FROM THE REGULATED ABATEMENT WORK AREA.
12. REFER TO SPECIFICATION 024100 FOR A SURVEY REPORT OF REGULATED BUILDING MATERIALS IN BUILDING 12.
LEAD AWARENESS NOTES
1. CONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH OSHA 29 CFR 1926.62: LEAD EXPOSURE IN CONSTRUCTION;
INTERIM FINAL RULE FOR ALL ACTIVITIES DURING WHICH AN EMPLOYEE MAY BE OCCUPATIONALLY EXPOSED TO LEAD.
2. PRIOR TO THE PREPARATION OF THE CONTRACT DOCUMENTS, TESTING HAS BEEN PERFORMED ON REPRESENTATIVE BUILDING COMPONENTS THAT MAY BE DISTURBED BY THIS PROJECT. THE FOLLOWING MATERIALS ARE EXPECTED TO BE
COVERED WITH LEAD-BASED PAINT:
· STRUCTURAL STEEL THROUGHOUT THE BUILDING (INCLUDING ROOF DECK)
· MASONRY WALLS THROUGHOUT
3. REFER TO DRAWINGS OF THE SPECIFIC TRADES FOR LOCATIONS WHERE WORK OF THE CONTRACT WILL NECESSITATE
DISTURBANCE OF LEAD.
4. FURNISHING OF THIS INFORMATION IS NOT INTENDED TO RELIEVE CONTRACTORS OF THEIR RESPONSIBILITIES UNDER OSHA TO DETERMINE THE LEAD-CONTAINING MATERIALS THAT THEIR EMPLOYEES AND SUBCONTRACTORS MAY BE EXPOSED TO, AND TO WARN THEIR EMPLOYEES OF THE POTENTIAL DANGERS OF THE DISTURBANCE OF LEAD-CONTAINING MATERIALS. CONTRACTOR IS RESPONSIBLE FOR CHARACTERIZING ALL WASTE USING EPA METHOD 1311, TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP). SUBMIT COPIES OF ALL LABORATORY RESULTS, WASTE
TRANSPORTER, AND LANDFILL PERMITS, PRIOR TO REMOVING WASTE FROM THE SITE.
ASBESTOS ABATEMENT NOTES
AA-1 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF WINDOW SASH WITH ASBESTOS-CONTAINING GLAZING
COMPOUND, AS INDICATED. REMOVE ENTIRE WINDOW SASH INCLUDING GLASS. AFTER WINDOW SASH AND ASBESTOS-CONTAINING GLAZING COMPOUND HAS BEEN REMOVED, THE CONTRACTOR SHALL PROVIDE TEMPORARY
PROTECTION IN ACCORDANCE WITH GENERAL NOTE I.
AA-2 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ALL ASBESTOS-CONTAINING THERMAL SYSTEM INSULATION (TSI) AND ASSOCIATED MUDDED FITTINGS, AS INDICATED. ASBESTOS-CONTAINING TSI IS ATTACHED TO EQUIPMENT THROUGHOUT THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF UNITS AND ALL ASSOCIATED PIPE INSULATION. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL INSULATION, PIPING AND ASSOCIATED DEBRIS AS ACM WASTE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO
ACCESS TSI INCLUDING CEILING SYSTEMS, HVAC AND MECHANICAL EQUIPMENT.
ANTICIPATED QUANTITIES OF PIPING INSULATION:
2"-3 1/2" DIA - 1200LF
4"-6" DIA - 400LF
8"-14" DIA - 200LF
ENVIRONMENTAL AWARENESS NOTES
1. CONTRACTOR SHALL REMOVE AND PROPERLY PACKAGE ALL FLUORESCENT BULBS AND BALLASTS SCHEDULED FOR
REMOVAL THROUGHOUT THE PROJECT LIMITS AND TURN THE PACKAGES OVER TO COR FOR DISPOSAL. THE BULBS MAY CONTAIN MERCURY AND THE BALLASTS MAY CONTAIN DEHP. NOTE: FLUORESCENT BULBS BROKEN DURING CONSTRUCTION SHALL BE DISPOSED OF AS HAZARDOUS WASTE. CONTRACTOR SHALL NOT REMOVE BULBS AND/OR
BALLASTS FROM THE SITE.
KEYPLAN
B12
B11
PARKING
N
KEYPLAN
B12
B11
PARKING
N
SCALE: 1/8" = 1'-0"
LOWER LEVEL PLAN1 SCALE: 1/8" = 1'-0"
UPPER LEVEL PLAN2
6/23/2023
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL NOTES AND LEGENDS 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23 C-001
528A5-20-502 "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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP OF THE
CONSTRUCTION AREA ON A DAILY BASIS. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION.
2. PERFORM ALL EXCAVATION IN ACCORDANCE WITH OSHA "CONSTRUCTION STANDARDS FOR TRENCHING AND EXCAVATION, 29 CFR, PART 1926, SUBPART P" GUIDELINES AND SITE PROCEDURES.
3. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE COR AND REQUEST
CLARIFICATION.
4. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON PLANS ARE APPROXIMATE. OTHER UNDERGROUND UTILITIES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM TEST PITS TO VERIFY THE LOCATION AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED OR REQUIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE UTILITY WORK AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE DURING CONSTRUCTION AND TO DETERMINE REQUIRED CHANGES IN GRADE NECESSARY TO INSTALL THE
UTILITIES TO AVOID CONFLICTS.
5. ALL SAW CUTS ARE TO BE FULL DEPTH. CONTRACTOR TO MATCH PAVEMENT WITH EXISTING OR AS NOTED.
6. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT
PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO THE COR THAT ALL UTILITIES OPERATE AS REQUIRED.
7. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION.
8. ALL EXCAVATIONS, INCLUDING JACK AND BORE PITS SHALL BE SURROUNDED BY 8' HIGH CHAIN LINK FENCE.
9. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF
CONSTRUCTION.
10. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS, DITCHES, MANHOLES, AND CATCH BASINS DURING
CONSTRUCTION.
11. CONSTRUCTION STAKEOUT: THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT.
12. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE
ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION, TO THE EXTENT DELINEATED ON THE
PHASING DRAWINGS.
13. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY
REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS.
15. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.
16. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC.
SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE.
17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR
THE SITE.
18. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR
WRITTEN APPROVAL OF THE CONTRACTING 0FFICER.
19. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY COR. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
20. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF OFF-SITE.
21. TWO WEEKS NOTICE IS REQUIRED IN ADVANCE OF ALL WATER OUTAGES.
22. ASSUME TYPICAL WORK HOURS FROM 8:00 AM TO 4:30 PM WITH 10% OFF-SHIFT WORK.
23. SAFETY DATA SHEET TO BE SUBMITTED FOR ALL CHEMICALS BROUGHT TO SITE.
24. ALL MATERIALS TO BE PURCHASED IN ACCORDANCE WITH THE BUY AMERICAN ACT.
25. ALL TONNAGES OF RECYCLED MATERIALS AND TRIP TICKETS TO BE TURNED INTO THE ENVIRONMENTAL MANAGER.
ABBREVIATIONS
ABAND ABANDONED
BLDG BUILDING
CB CATCH BASIN
CONC CONCRETE
DI DUCTILE IRON
ELEC ELECTRICAL
ELEV ELEVATION
EX EXISTING
FF FINISHED FLOOR
FH FIRE HYDRANT
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE PIPE
HPS HIGH PRESSURE STEAM
HYD HYDRANT
INV INVERT
LF LINEAR FEET
LPR LOW PRESSURE RETURN
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MPS MEDIUM PRESSURE STEAM
RET RETAINING
SAN SANITARY
SMH SEWER MANHOLE
ST STORM
SW SIDEWALK
SWR SEWER
TYP TYPICAL
VVB VALVE IN VALVE BOX
WTR WATER
CIVIL SYMBOL LEGEND
STEAM MANHOLE
STORM MANHOLE
CONDENSER
GATE VALVE
SANITARY SEWER MANHOLE
TELEPHONE MH
POWER MH
PULL BOX
MOTOR
HANDHOLE
ABANDONED ELECT MH
XFMR
XFMR ROOM
HYDRANT
HANDHOLE
ELECTRIC MANHOLE
MANHOLE
TREE
FLAG POLE
LIGHT POST
POST
UTILITY POLE
CATCH BASIN
W
T
SS
AG
UE
RETURN AIR FLOW DIRECTION
CLEANOUT IN FLOOR
GREASE TRAP
MANHOLE BEND
SCREWED GATE VALVE
VALVE BOX
CAP
UNDERGROUND ELECTRIC
ABANDONED GAS
SANITARY SEWER
COMMUNICATIONS
SITE WATER
CIVIL LINETYPE LEGEND
CIVIL HATCH LEGEND
WATER MANHOLE
CWR
CWS CHILLED WATER
CHILLED WATER RETURN
MPS MEDIUM PRESSURE STEAM
CONCRETE
PAVEMENT
X X X DEMOLITION
■ ■ COMPOST FILTER SOCK
DEMOLITIONX
BUILDING
WATER VALVE
VALVE IN VALVE BOX
POST INDICATOR VALVE
EXISTING HYDRANT
DWS DOMESTIC WATER SUPPLY
FW FIRE WATER
AW ABANDONED WATER
OS&Y VALVE
ELK HMS
E OVERHEAD ELECTRIC
G GAS
SD STORM SEWER
HPS HIGH PRESSURE STEAM
FENCE
STONE
EXISTING DUCT BANK
POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK
LIMIT OF DEMOLITION
6/23/2023
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text w
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
VB
AREA OF PAVEMENT
RESTORATION ±990 SQFT
X
X X
BUILDING 12
BOILER PLANT
CONCRETERAMP
CONC
METAL
BUILDING
FF EL=781.15
FF EL=
779.66FF EL=774.87
FF EL=786.67
FF EL=789.40
FF EL=789.63
CO
NC
CO
NC
W
AL
K
CONC
RAMP
CB-1597
CB-1546
SMH-1443
DMH-1526
CB-1100
CB-1109
CB-1656
CB-1447
S74°17'31"W 473.01'
PAVED YARD
LOADING BAY
LOADING BAY
CB-1595
S
CO
NC
RE
TE
LO
AD
IN
G
DO
CK
W
IT
H
OV
ER
H
AN
G
BUILDING 11 WAREHOUSE
BUILDING 12
BOILER PLANT
SIGN
LOADING DOCK ROOF
6" STEEL VERTICAL VENT PIPES
G
AL
T
AN
K
VENT
CO
CO
NEW MANHOLE
CU501
CU501
CU501
CU501
AREA OF NEW CONCRETE
RESTORATION ±160 SQFT
CU501
CU501
CU501
RELOCATED
CATCH BASIN CU501
CU501
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL SITE PLAN 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
CS101
528A5-20-502 "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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
SCALE: 1" = 10'-0"
CIVIL SITE PLAN1
N
GENERAL NOTES
1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.
2.
PHASING NOTES INDICATE GENERAL WORK ITEMS TO BE PERFORMED. PHASE NOTES
DO NOT IMPLY SEQUENCE OF OPERATION. CONTRACTOR IS RESPONSIBLE FOR
CREATING CONSTRUCTION SCHEDULE AND COORDINATION OF SCHEDULE AMONGST
TRADES.
KEYPLAN
B12
B11
PARKING
N
ELK CJR
KEYED NOTES
1 CONTRACTOR TO CUT/ GRIND ALL EQUIPMENT TO FLUSH WITH TOP OF SLAB.
2 DEMOLISH AND REMOVE CONCRETE SIDEWALK AND STEP. REGRADE AS REQUIRED.
3 ADD NEW CONCRETE SIDEWALK TO EXISTING ASPHALT ROAD. MATCH EXISTING.
4 NEW 5'x5' CONCRETE PAD AT NEW EXIT DISCHARGE.
5 DEMOLISH AND REMOVE CLEANOUTS.
6 REMOVE BOLLARD
7 SAWCUT PAVEMENT FULL DEPTH. MATCH EXISTING.
8 RESTORE CONCRETE
9 NEW 6'x5' CONCRETE PAD
10 SEE DWG A-201FOR LOCATION OF DOWNSPOUTS
11 DEMOLISH AND REMOVE EXISTING CATCH BASIN.
CU501
6/23/2023
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AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text one half inch = one foot
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UE
UE
UE
UE
UE
UE
UE
UE
AST
AST
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
AW
AW
AW
AW
HPS
HPS
HPS
HPS
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HPS
HPS
W W
W W
W W
W W
W
W
W
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HPS
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AG
AG
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AST
AST
AST
BUILDING 12
BOILER PLANT
CONCRETERAMP
CONC
METAL
BUILDING
FF EL=781.15
FF EL=
779.66FF EL=774.87
FF EL=786.67
FF EL=789.40
FF EL=789.63
CO
NC
CO
NC
W
AL
K
CONC
RAMP
CB-1597
CB-1546
SMH-1443
DMH-1526
CB-1100
CB-1109
CB-1656
CB-1447
S74°17'31"W 473.01'
PAVED YARD
LOADING BAY
LOADING BAY
STEAM
CB-1595
S
ABANDONED STEAM
STEAM
CO
NC
RE
TE
LO
AD
IN
G
DO
CK
W
IT
H
OV
ER
H
AN
G
BUILDING 11 WAREHOUSE
BUILDING 12
BOILER PLANT
SIGN
LOADING DOCK ROOF
6" STEEL VERTICAL VENT PIPES
G
AL
T
AN
K
VENT
NEW SAN MANHOLE
RIM: 779.4
INV N: 773.22
INV W: 773.22
INV NW: 773.42
CU501
CU501
1,2
CU501
NEW OIL WATER SEPARATOR
INV IN: 773.61
INV OUT: 773.64
EX SAN MANHOLE
RIM: 779.0
INV N: 772.65
INV E: 772.65
INV S: 771.68 CU501
15 LF 4" SDR35 SEWER @ 2% MIN
11 LF SDR35 SEWER @ 2%
BLDG CONNECTION : 774.11
5 CU501
EXISTING 12"
STORM DRAIN LINE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY PLAN 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
CU101
528A5-20-502
ELK HMS
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
SCALE: 1" = 10'-0"
CIVIL UTILITY PLAN1
N
GENERAL NOTES
1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.
2.
PHASING NOTES INDICATE GENERAL WORK ITEMS TO BE PERFORMED. PHASE NOTES
DO NOT IMPLY SEQUENCE OF OPERATION. CONTRACTOR IS RESPONSIBLE FOR
CREATING CONSTRUCTION SCHEDULE AND COORDINATION OF SCHEDULE AMONGST
TRADES.
KEYED NOTES
1 NEW GAS SERVICE TO BE TIED IN UPSTREAM OF SHUTOFF VALVE FOR EXISTING
BOILERS.
2 NEW 6" A53 STEEL NATURAL GAS SUPPLY.
3 ABANDON EXISTING GAS LINE IN PLACE.
4 SEE EP101 FOR MODIFICATIONS TO GENERATOR DUCT BANK.
5 PLACE NEW CATCH BASIN OVER EXISTING PIPE. MATCH INVERTS.
6 RELOCATE EXISTING DOWNSPOUT AND TIE TO EXISTING 12" STORM DRAIN. SEE A-201
FOR COORDINATION.
KEYPLAN
B12
B11
PARKING
N
6/23/2023
AutoCAD SHX Text
GV
AutoCAD SHX Text E
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AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text D
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AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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2 3
INSTALL NEW SPOOL WITH
NEW ISOLATION VALVE
TO A102 EQUIPMENT
REMOVE VALVE AND CAP PIPE
ENDS AFTER DECOMMISSIONING
OF EQUIPMENT IN B101
ISOLATE GAS SERVICE
AND REMOVE SPOOL
2 1 /2"
5 1 /2"
2" 1"
TOP COURSE
NYSDOT TYPE 7
BINDER COURSE
NYSDOT TYPE 3
BASE COURSE
NYSDOT TYPE 7
REGRADE AND
PROOF ROLL
SUB-GRADE
NOTE:
1. SUBGRADE TO BE PROOF-ROLLED AND SLOPED
TO DRAIN PER GRADING PLAN.
PIPE OD + 2"
GAS LINE
SUITABLE
EXCAVATED
MATERIAL
TOPSOIL & SEED 4" FINISHED GRADE
6" MIN #1 STONE ABOVE
AND BELOW PIPE
LAWN/ FIELD PAVEMENT/ DRIVEWAY
MATCH EXISTING
PAVEMENT SECTION.
SAWCUT ALL JOINTS IN
EXISTING PAVEMENTS.
6-WAY (3X2)
4" DUCTBANK
EX GROUND
BOILER PLANT
BLDG
UTILITY SHED
NEW 6" GASLINE 24
MI
N
ABANDONED GAS
12" STORM DRAIN
0+00 0+04 0+06
24" CAST IRON COVER
RIM AT TOP OF PAVEMENT
CAST IRON FRAME
(BOLTED AND GASKETED)
RISER RINGS
TYP
5 3/4" DIA
PLUG COVER
24" CLEAR OPENING
8" KNOCKOUT
5'-0" 6"
5'- 1"
4'-
" 5'- 0"
6" 6"
6'- 0"
8" KNOCKOUT
4'-0" 6"
FLOW LINE
1'- 6"
4'- 3"
6"
SECTION A-A
STRUCTURAL FILL
NATIVE SOIL
EXISTING GROUND
773.81 IN 773.64 OUT
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB
OR OTHER ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT
LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT
A SPACING THAT MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.
5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH
OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH
A FINE BRUSH IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.
1% MIN,
2% MAX
1% MIN,
2% MAX
6" M
IN
VARIES PER PLANS 0' MIN
10.5' MAX
TYPICAL SECTION
EXPANSION AND SCORED JOINT DETAIL
60' MAX
EXPANSION JOINT TO EXPANSION JOINT
60' MAX
EXPANSION JOINT TO EXPANSION JOINT
SEE NOTE 7
(TYP) PL
AN
S
P
ER
P
ER
PL
AN
S
PLAN
CLASS "B" CONCRETE
1" SCORED OR SAWCUT
CONTRACTION JOINT
1/4" R (TYP) FORMED
JOINTS ONLY
1/4" DEEP
SCORED
JOINTS3/1
6"
4" (T
YP
EXPANSION JOINT WITH 1/4"
BITUMINOUS JOINT FILLER
TOP OF CURB
SECTION B-B
ECCENTRIC CONE
GRADE 1
"O" RING JOINT, TYLOX SUPERSEAL, OR EQUAL
ASTM C478 (LATEST DATE)
REINFORCED CONCRETE (4000 PSI)
TONGUE AND GROOVE SECTIONS
WITH ROUND NEOPRENE GASKETS
OR TYLOX SUPERSEAL.
ADJUST TO GRADE WITH APPROVED PRE-CAST EXTENSION RINGS.
(A) THE JOINTS BETWEEN THE CONE SECTION AND THE
EXTENSION RINGS SHALL BE MORTARED IN PLACE.
(B) THE INDIVIDUAL RINGS SHALL NOT EXCEED 6" IN THICKNESS.
THE TOTAL NUMBER PLACED SHALL BE LIMITED TO 2 OR A
MAXIMUM OF 12" IN HEIGHT.
(C) THE ENTIRE OUTSIDE SURFACE FROM THE FRAME CASTING
TO THE CONE SECTION SHALL BE COATED WITH AN
APPROVED COATING MATERIAL SUCH AS PRECO-PATCH",
ROCK MOUNT", WATER PLUG", OR APPROVED EQUAL.
FIRST MANHOLE STEP SHALL BE
6" FROM THE TOP OF THE CONE.
AFTER THE BARREL SECTIONS ARE ASSEMBLED, THE EXCESS JOINT
COMPOUND SHALL BE TROWELED OFF THE INSIDE AND OUTSIDE FACES.
THE INSIDE FACE OF THE JOINT SHALL THEN BE TROWELED WITH
PRECO-PATCH" OR APPROVED EQUAL, THE OUTSIDE WITH DEWITT NO. 10,
DURASEAL 3101, PIONEER 301 OR APPROVED EQUAL.
SEWER PIPE SHALL NOT BE CLOSER THAN
6" TO MANHOLE JOINT SURFACES FOR
BASE AND BARREL SECTIONS.
THE JOINT BETWEEN THE MANHOLE FRAME AND THE EXTENSION
RING TO BE MADE WITH AN APPROVED COMPOUND SUCH AS
DEWITT NO.10, DURASEAL 3101, PIONEER 301 OR EQUAL.
EARTHFILL RIM ELEVATION OF THE COVER TO BE FLUSH
WITH EXISTING PAVEMENT OR LAWN AREAS. IN
UNDEVELOPED AREAS THE RIM ELEVATION
SHALL BE SET ACCORDING TO THE PROFILES.
WATERTIGHT MANHOLE BOOT SEAL (PSX:DIRECT DRIVE OR
APPROVED EQUAL) OR LINK-SEAL CONSISTING OF SOLID
SYNTHETIC RUBBER LINKS CONNECTED WITH HEAVY
ELONGATED WASHERS, BOLTS AND NUTS, AS MANUFACTURED
BY THE THUNDERLINE CORP. OF WAYNE, MICHIGAN OR
APPROVED EQUAL. AFTER INSTALLATION, THE LINK SEAL
ASSEMBLIES AT THE WALL PENETRATIONS OF THE MANHOLE
SHALL BE COATED WITH "PRECO-PATCH" OR APPROVED EQUAL.
4000 PSI CONCRETE FILL
#4 6" EW (12' DEPTH OR LESS)
#5 5" EW (12' DEPTH OR MORE)
THE CHANNEL WIDTHS OF ALL BENCH
TROUGHS SHALL BE EQUAL TO THE
DIAMETER OF THE PIPE.
FOR "O" RING JOINTS, ASPHALTIC JOINT
COMPOUND (60-100MIL) SHALL BE BUTTERED
ON SPIGOTS AND BELLS PRIOR TO
ASSEMBLING THE MANHOLE SECTIONS.
2° TAPER
70"
6" MI
N6" 6"
4'-0" 5"
8" 2'-0" 8"
6"
2'- 6"
(M
IN
4'
-0
MA
X)
2 1 /2"
3'- 0"
(M
IN
6'
-0
MA
X)
1"
8"
12"
6" CLASS 1, NO 1 STONE COMPACTED
TO THE PROPER ELEVATION , REQUIRED
UNDER ALL MANHOLE BASES
1'- 0"
6" 6"
CONCRETE
PAVEMENT
SUB-BASE COURSE
FILL VOIDS AND LEVEL WITH
CRUSHED NO 1 STONE
1/4" SAW CUT
CONTRACTION JOINT
X X X
3"
#16 HOT DIP GALVANIZED
MASONRY HORIZONTAL
TRUSS REINFORCEMENT
SAWCUT & PATCH
EXISTING SLAB
6" MIN EMBEDMENT
ALL SIDES (TYP)
EXISTING SLAB
WELDED WIRE FABRIC
DRILL AND GROUT #4
@ 12" OC 1'-6" LONG
X
SECTION "A"-"A"
"A"
30" SQ.
5'- 0"
M
IN
TOP VIEW
"A"
NOTES:
CONCRETE: 4000 PSI @ 28 DAYS
STEEL: ASTM A496-A615 GRADE
60-60 KSI
USE KISTNER PRECAST OR
APPROVED EQUAL
6"
5" DIA
DRAIN HOLE
FRAME W/ NEENAH
R-3561 GRATE, OR
APPROVED EQUAL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY DETAILS 100% STAMPED FINAL
DESIGN
DESIGN BOILER REPLACEMENT -
CANANDAIGUA VAMC
400 FORT HILL AVENUE
CANANDAIGUA, NY 14424
2023-06-23
CU501
528A5-20-502
ELK HMS
"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".
REV 0 - 100% STAMPED FINAL DESIGN 2023-06-23
SCALE: NTS
NATURAL GAS MANIFOLD DEMOLITION1
CU101
SCALE: NTS
NATURAL GAS MANIFOLD MODIFICATION2
CU101
KEYED NOTES
1 DISCONNECT AT FACE OF METER BUILDING
2 NEW BOILER FUEL FEED ISOLATION VALVE
3 ROUTE ALONG SOUTH FACE OF METER BUILDING AND DROP TO GRADE
SCALE: NO SCALE
NEW PAVEMENT SECTION7
CS101
SCALE: NTS
GAS LINE TRENCH CROSS-SECTION4
CS101
SCALE: NTS
GAS LINE PROFILE3
CU101
SCALE: NTS
OIL WATER SEPARATOR6
CU101
SCALE: NTS
TYPICAL CONCRETE SIDEWALK DETAIL9
CS101
SCALE: NTS
PRECAST 4' MANHOLE11
CS101
CU101
SCALE: NO SCALE
NEW CONCRETE SLAB SECTION8
CS101
SCALE: NO SCALE
TYP UTILITY TRENCH IN EXISTING SLAB ON GRADE DETAIL5
CS101
SCALE: NTS
TYPICAL CATCH BASIN DETAIL10
CS101
CU101
6/23/2023
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MPS CJR
GENERAL SYMBOLS
X ROOF LEGEND KEY
X KEYED NOTE
ELE…
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