613-22-128 Replace Steam Main B320_dwgs - Copy.pdf
PDF 10 MB Posted
- Solicitation number
- 36C24525R0052
About this file
These are bid documents for a mechanical steam piping repair project at the Veterans Affairs Medical Center (VAMC) in Martinsburg, West Virginia. The project, designated as 613-22-128, involves repairing steam piping between Buildings 500, 217, 318, and 328 to the Boiler Plant in Phase-1, with work primarily focused on replacing existing high-pressure steam (HPS), medium-pressure steam (MPS), and pumped condensate (PC) piping systems.
The comprehensive set of technical drawings details extensive infrastructure modifications, including direct-buried piping, tunnel piping modifications, demolition of existing steam infrastructure, installation of new steam traps, pressure reducing valves, and expansion compensators. The project involves multiple phases of construction, with specific requirements for excavation, utility protection, pipe supports, insulation, and system testing. The work will be performed in an active hospital environment, requiring careful coordination, minimal system disruptions, and adherence to strict construction and safety protocols. The bid documents are dated June 13, 2023, and include mechanical, electrical, and civil engineering drawings with detailed specifications for the steam system repair and replacement.
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| 36C24525R0052 0003.docx | DOCX document | |
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| RFIs - 36C24525R0052 Technical Questions.docx | DOCX document | |
| 36C24525R0052 0002.docx | DOCX document | |
| Site Visit Sign-In Sheet.pdf | ||
| 36C24525R0052 0001.docx | DOCX document | |
| Contractor Response Postures_040716 - Copy.docx | DOCX document | |
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| 613-22-128 Steam Phase I_Past Performance Questionaire.docx | DOCX document | |
| 613-22-128 Replace Steam Main B320 to B500__ISLMPCRA - Copy.pdf |
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Text version
GENERAL
MECHANICAL PHASE-1
TUNNEL AREA
WORK AREAS
CONTRACTOR
STORAGE AND
STAGING AREA
ELECTRICAL PHASE-1
CIVIL PHASE-1
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
BID DOCUENTS
SUBMISSION
97 8654321
BID DOCUMENTS SUBMISSION
1G0.01
COVER SHEET
06/13/2023
BK JCH
06/13/2023
REPAIR STEAM PIPING
BUILDINGS 500, 217, 318, & 328
TO BOILER PLANT - PHASE-1
FOR
VETERANS ADMINISTRATION
VAMC
MARTINSBURG, WV
STATE MAP VICINITY MAP CAMPUS MAP
SHEET
NUMBER SHEET TITLE S
D
T E
A M
S E
T
/0
/2
S C
H E
M A
T
IC
D E
S
IG
N
/0
/2
D E
S
IG
N D
E V
E L
O P
M E
N T
/0
/2
C D
S U
B M
IS
S
IO
N
/2
/2
B
ID
D O
C U
M E
N T
S U
B M
IS
S
IO
N
/1
/2
1G0.01 COVER SHEET X X X X X
1G0.02 MECHANICAL TUNNEL OVERALL PLAN X X X X X
1M0.01 MECHANICAL LEGENDS, ABBREVIATIONS, AND NOTES X X X X X
1M1.00 CAMPUS STEAM SYSTEM PLAN X X X
1M1.01 MECHANICAL ROUTING OVERALL PLAN X X X X X
1M1.02 MECHANICAL PIPE DEMOLITION PLAN - PHASE-1 X X X
1M1.03 MECHANICAL PIPE PLAN - PHASE-1 X X X X X
1M1.03A MECHANICAL PIPE PLAN - PHASE-1 - AREA-A X X X
1M1.03B MECHANICAL PIPE PLAN - PHASE-1 - AREA-B X X X
1M1.04 MECHANICAL PIPING - BASEMENT HOSPITAL - PHASE-1 X X X
1M1.05 MECHANICAL PIPING - BASEMENT HOSPITAL LOADING DOCK - PHASE-1 X X X
1M1.06 MECHANICAL PIPE - 306-310 TUNNEL - PHASE 1 X
1M1.07 MECHANICAL PIPE DEMOLITION PLAN - PHASE-1 X X X
1M1.08 MECHANICAL DEMOLITION PIPING - BASEMENT HOSPITAL - PHASE-1 X X X
1M1.09 MECHANICAL DEMOLITION PIPING - BASEMENT HOSPITAL LOADING DOCK - PHASE-1 X X X
1M2.01 ENLARGED MECHANICAL DIRECT BURIED PLANS - PHASE-1 X X X X X
1M2.02 ENLARGED MECHANICAL DIRECT BURIED PLANS - PHASE-1 X X X
1M2.03 ENLARGED MECHANICAL DIRECT BURIED DEMOLITION PLANS - PHASE-1 X X X
1M2.04 ENLARGED MECHANICAL DIRECT BURIED DEMOLITION PLANS - PHASE-1 X X X
1M3.01 MECHANICAL TUNNEL SECTIONS - PHASE-1 X X X
1M3.02 MECHANICAL TUNNEL SECTIONS - PHASE-1 X X X X X
1M5.01 MECHANICAL DETAILS X X X X
1M5.02 MECHANICAL DETAILS X X X
1M5.03 MECHANICAL DETAILS X X X
1M5.04 MECHANICAL DETAILS X X X
1M5.05 MECHANICAL DETAILS X X X
1M5.06 MECHANICAL DETAILS X X X
1M5.07 MECHANICAL DETAILS X X X
1M5.08 MECHANICAL DETAILS X X X
1E0.01 ELECTRICAL LEGENDS, ABBREVIATIONS, AND NOTES X X X X X
1E1.01 ELECTRICAL SITE PLAN - PHASE-1 X X X X X
1C4.01 EXISTING CIVIL TUNNEL UTILITIES - PHASE-1 X X X
PHASE 1
PHASE 2 PHASE 3
PHASE 4
304302
CURRENT PHASE
IN CONSTRUCTION
IN CONSTRUCTION
IN CONSTRUCTION
PIPE IN EXISTING
CEILING
DIR
ECT-B
URIE
D P
IP
E
DIRECT-BURIED PIPE
DIRECT-BURIED PIPE
T U
N N
E L P
IP
E
+/-4'-6"
BELOW
GRADE
PHASE CONSTRUCTION SCOPE
PHASE-3
IN CONSTRUCTION
PHASE-4 COMPLETE
PHASE-1
PHASE-2
SCOPE IN THIS DWG SET
COMPLETE
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
BID DOCUENTS
SUBMISSION
97 8654321
BID DOCUMENTS SUBMISSION
1G0.02
MECHANICAL TUNNEL OVERALL PLAN
06/13/2023
BK JCH
06/13/2023
SCALE: 1" = 50'-0"
MECHANICAL TUNNEL OVERALL PLAN
DECON
TANK (ED)
DECON
TANK (ED)
N th
S t.
4" NAT. GAS TO LAUNDRY IN SAME
TRENCH AS SOFT WATER
6" SOFT WATER TO LAUNDRY IN
SAME TRENCH AS NATURAL GAS
4' STORM
INVERT
3' STORM
INVERT
2' STORM
INVERT
1' STORM
INVERT
2' STORM
INVERT
1' STORM
INVERT
4' STORM
INVERT
1' STORM
INVERT
3' STORM
INVERT
2' STORM
INVERT
PWR(4)
SIF. (6)
LOADING DOCKS
STORM WATER
LIFT STATION
8" HPS-3" CPD STEAM 4" CHR 4"CHS
EMERG. GEN.
FH
POWER E-15
STEAM VENT
EP
C H
R
C H
S
ALL VALVES
IN ASPHALT
EP
12" STORM
STEAM
8" HPS 4" CPD IN
22" CONDUIT
SOFT WATER
W A
T E
R
FMS STORAGE FMS STORAGE
M P
S
H P
S
C P
DEXISTING
STEAM
TUNNEL
12" MPS
5" HPS
2" CPD
STEAM
TUNNEL
BOILER
PLANT
UNDER
CONSTR.
6" WATER
8" HPS4" CPDIN 22" C.
SOLAR
CHARGING
STATION
ENGINEERING / M&R SHOPS
STEAM
PIT
USMH-1
/2
M P
S
C P
D
GAS6" WATER
SOFT WATER
SANITARY
S A
N
IT
A R
Y
DUCT BANK
DUCT
BANK
DUCT BANK
15" STORM
12" STORM
WATER
BILCO
DOOR
BILCO
DOOR
VENT
HOUSE
EXISTING PHASE TWO
STEAM TUNNEL FOR
REFERENCE.
FIBER OPTIC CABLE
SEE GENERAL NOTE 2
FIBER OPTIC CABLE
SEE GENERAL NOTE 2
UTILITY LEGEND
GENERAL NOTES
1. THE CURRENT VA UTILITY MASTER PLAN IS PROVIDED AS AN OVERLAY TO THE
AREA OF WORK TO BE PERFORMED UNDER THIS CONTRACT. DEPTHS OF THE
SHOWN SERVICES ARE NOT KNOWN, AND SHOULD BE HAND-DUG UNTIL
LOCATIONS CAN BE DETERMINED. LOCATIONS SHOULD NOT BE SCALED, DUE TO
POSSIBLE INACCURACY.
2. EXISTING FIBER OPTIC CABLE IS BELIEVED TO BE BURIED ADJACENT TO THE
ACCESS ROAD BETWEEN BUILDING 310 AND 314. LOCATE DURING UTILITY SURVEY
AS INDICATED IN SPECIFICATIONS AND EXERCISE DUE CAUTION WHEN
EXCAVATING IN THIS AREA.
001 '2 '
302 304
217 Parking Lot "T"
Parking
Lot "Z"
Patient / Visitor
Parking
B u tl e r
A v e
N th S t.
"B" Ave.
SPILL CONTAINMENT
WALLS 54" AG
SOLAR CHARGING
STATION
2-STORYOUTPATIENTADDITION
LAUNDRY WATER
SOFTENING
EQUIP.
C
C O
R R
ID
O
R C
N
,4
S .F
C
C
C3
C13
CORRIDOR C4N
4,942 S.F.
STEAM TUNNEL
/ 2
M P
S
C
P D
/2
M P
S
C P
D
STEAM
STEAM
S T
E A
M
S T
E A
M
STEAM PIT
2" UP
4" UP
VENT
M P
S
H P
S
C P
D
M P
S
H P
S
C P
D
8" H P S4" C
P D
IN
22" C
8" HPS
4" CPD
IN 22" CONDUIT
M P
S
P
C D
M
P S
P C
D
4" MPS
2" CPD
STEAM TUNNEL 4" MPS 2" CPD
8" HPS-3" CPD STEAM
12" MPS 5" HPS 2" CPD
STEAM VENT
O N
LY
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
ONLY
ONLY
STEAM
H
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
KEY PLAN
BID DOCUENTS
SUBMISSION
97 8654321
PHASE 1
CONTRACTOR
STORAGE AND
STAGGING AREA
BID DOCUMENTS SUBMISSION
1C4.01
EXISTING CIVIL TUNNEL UTILITIES -
PHASE-1
06/13/2023 3 06/13/2023
SCALE: 1" = 20'-0"
EXISTING PHASE-1 UTILITY SITE PLAN
M
GENERAL
DUCTWORK AND ACCESSORIES
PIPING
PIPE FITTINGS
VALVE SYMBOLS
CONTROLS
MECHANICAL LEGEND
VAV BOX WITH HOT WATER COIL
AIR FLOW STATIONAFS
VOLUME DAMPER W/ REMOTE
DAMPER OPERATORR
REGISTER/GRILLE/DIFFUSER (MARK/CFM)
PRESSURE SWITCH
FLOW SWITCH
UNION
ECCENTRIC PIPE REDUCER/INCREASER
CONCENTRIC PIPE REDUCER/INCREASER
TEE DOWN
"NEW CONSTRUCTION AT
THIS POINT" SYMBOL
"DEMOLITION TO THIS POINT" SYMBOL
ACCESS DOOR, VERTICAL OR HORIZONTAL
SMOKE DETECTOR
STEAM
MEDIUM PRESSURE CONDENSATE
MEDIUM PRESSURE STEAM
HIGH PRESSURE STEAM
HIGH PRESSURE CONDENSATE
SOFT WATER
REFRIGERANT SUCTION
PIPE CAP
TEE UP
TEE AND ELBOW DOWN
TEE AND ELBOW UP
PIPE TURNING DOWN
PIPE TURNING UP
REFRIGERANT LIQUID
FUEL OIL TANK VENT
FUEL OIL RETURN
FUEL OIL SUCTION
NATURAL GAS
SUPPLY DUCT SECTION
(POSITIVE PRESSURE)
EXHAUST DUCT SECTION
(NEGATIVE PRESSURE)
RETURN DUCT SECTION
(NEGATIVE PRESSURE)
SUPPLY DIFFUSER 3-WAY
SUPPLY DIFFUSER 1-WAY
SUPPLY DIFFUSER 2-WAY CORNER
SUPPLY DIFFUSER 2-WAY
FLEXIBLE DUCT
RADIANT CEILING PANEL
EXHAUST GRILLE
RETURN GRILLE
MOTOR OPERATED DAMPER
ROUND DUCT SIZE (INCHES)
3/4" DOOR UNDERCUT
DOOR GRILLE
VOLUME DAMPER
ITEM TO BE PROVIDED
EXISTING
EXISTING TO BE REMOVED
CONDENSER WATER SUPPLY
CHILLED WATER RETURN
CHILLED WATER SUPPLY
PUMPED CONDENSATE
LIQUEFIED PETROLEUM GAS (PROPANE)
LOW PRESSURE CONDENSATE
HEATING WATER SUPPLY
HEATING WATER RETURN
LOW PRESSURE STEAM
SUPPLY GRILLE OR REGISTER
HORIZONTAL FIRE DAMPER
HORIZONTAL FIRE AND SMOKE DAMPER
HORIZONTAL SMOKE DAMPER
VERTICAL FIRE AND SMOKE DAMPER
VERTICAL FIRE DAMPER
VERTICAL SMOKE DAMPER
OUTSIDE AIR DUCT
(NEGATIVE PRESSURE)
NITROGEN DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
PS
FS
75E
SD
AD
HPS
HPC
G
STM
SW
MPC
MPS
RS
RL
FOV
FOR
FOS
R
T
T
DN
UC
DG
HWR
HWS
CWS
CWR
CS
PC
LPG
LPC
LPS
F
F
F/SD
F/SD
SD
SD
CO
NO2
ALL SYMBOLS INDICATED MAY NOT APPEAR ON THESE CONTRACT DRAWINGS
EXISTING REGISTER/GRILLE/DIFFUSER
(CFM SHOWN)
75-
SUPPLY DIFFUSER 4-WAY
22x14
12ø
DUCT SIZE (INCHES), FIRST FIGURE IS
SIDE SHOWN
24x12ø OVAL DUCT SIZE (INCHES), FIRST
FIGURE IS SIDE SHOWN
CHANGE OF ELEVATION-RISE
(UP)-DROP (DN)
ELECTRIC THERMOSTAT
(MOUNT 48" AFF U.O.N)
CONDENSATE DRAIN
CONDENSER WATER RETURN
COMPRESSED AIR
BOILER BLOW DOWN
CR
CD
A
BBD
DOMESTIC COLD WATER
PNEUMATIC THERMOSTAT
(MOUNT 48" AFF U.O.N)
STATIC PRESSURE SENSORSP
PIPE ANCHOR POINTX
PIPE GUIDES
MECHANICAL ABBREVIATIONS
AMP AMPERE
A/C AIR CONDITIONING
A/E ARCHITECT / ENGINEER
AAHX AIR TO AIR HEAT EXCHANGER
AAV AUTOMATIC AIR VENT
AB AIR BLENDER
ABV ABOVE
ACC AIR COOLED CONDENSER
ACCH AIR COOLED CHILLER
ACCU AIR COOLED CONDENSING UNIT
ACD AUTOMATIC CONTROL DAMPER, MODULATING
ACD-TP AUTOMATIC CONTROL DAMPER, TWO POSITION
ACU AIR CONDITIONING UNIT
AD ACCESS DOOR
AF AIR FILTER
AFC ABOVE FINISHED CEILING
AFCV AIR FLOW CONTROL VALVE
AFF ABOVE FINISHED FLOOR (18" UON)
AFG ABOVE FINISHED GRADE (18" UON)
AFMS AIR FLOW MEASURING STATION
AFW AIR FOIL WHEEL (FAN)
AHU AIR-HANDLING UNIT
ALT ALTERNATE
AMB AMBIENT
AMP AMPERE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AP ACCESS PANEL
APD AIR PRESSURE DROP
APPROX APPROXIMATE
AQST AQUASTAT
ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE
AS AIR SEPARATOR
ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR
CONDITIONING ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AVG AVERAGE
AW AIR WASHER
AXF AXIAL FLOW
B BOILER
BD BUTTERFLY DAMPER
BDD BACKDRAFT DAMPER
BDR BASE BOARD RADIATOR
BEL BELOW
BFT BOILER PLANT FIRE TUBE
BG BOTTOM GRILL
BHP BRAKE HORSEPOWER
BHW HOT WATER HEATING BOILER
BHX BOILER BLOWDOWN HEAT EXCHANGER
BIW BACKWARD INCLINED WHEEL (FAN)
BLDG BUILDING
BMT BONE MARROW TRANSPLANT
BR BOTTOM REGISTER
BSC BIOLOGICAL SAFETY CABINETS
BT BLOWOFF TANK
BTC BLOWOFF TANK CONTROL VALVE
BTUH BRITISH THERMAL UNIT PER HOUR
BWT BOILER PLANT WATER TUBE
C CENTIGRADE (CELSIUS)
CAV CONSTANT AIR VOLUME
CC COOLING COIL
CCD COOLING COIL CONDENSATE DRAIN
CD CEILING DIFFUSER
CD-1 CONSTRUCTION DOCUMENTS (SUBMISSION1)
CD-2 CONSTRUCTION DOCUMENTS (SUBMISSION2)
CENT CENTRIFUGAL
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CFT CUBIC FEET
CFP CHEMICAL FEED PUMP
CG CEILING GRILL
CH CHILLER
CHP CHILLER WATER PUMP
CHW CHILLER WATER
CHR CHILLER WATER RETURN
CHS CHILLER WATER SUPPLY
CI CAST IRON
CLG CEILING
CM CARBON MONOXIDE
CM CUBIC METER
CM/S CUBIC METER PER SECOND
CO CLEAN OUT
CO2 CARBON DIOXIDE
COMP COMPRESSOR UNIT
COP COEFFICIENT OF PERFORMANCE
CP CONDENSATE PUMP
CR CEILING REGISTER
CS CONDENSATE STORAGE TANK
CSG CLEAN STEAM GENERATOR
CT COOLING TOWER
CU CONDENSING UNIT
CUH CABINET UNIT HEATER
CV CONSTANT VOLUME
CW COLD WATER (POTABLE)
CWCC CHILLED WATER COOLING COIL
CWP CONDENSER WATER RETURN
CWR CONDENSER WATER RETURN (TO COOLING TOWER)
CWS CONDENSER WATER SUPPLY (FROM COOLING TOWER)
D DAMPER - AUTOMATIC
Db DRY-BULB TEMPERATURE dB DECIBELS
DCW DOMESTIC COLD WATER
DD-1 DEIGN DEVELOPMENT (SUBMISSION 1)
DD-2 DEIGN DEVELOPMENT (SUBMISSION 2)
DDC DIRECT DIGITAL CONTROLS
DEG DEGREE
DF DIFFUSER
DEMO DEMOLITION
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RETURN
DIA DIAMETER
DIW DEIONIZED WATER
DN DOWN
DP DEW POINT TEMPERATURE
DP DIFFUSER PLATE
DPA DIFFERENTIAL PRESSURE ASSEMBLY
DPS DIFFERENTIAL PRESSURE SENSOR
DWG DRAWING
DX DIRECT EXPANSION
DXCC DIRECT EXPANSION COOLING COIL
ALL ABBREVIATIONS INDICATED MAY NOT APPEAR ON THESE CONTRACT DRAWINGS
R/E RETURN OR EXHAUST
RA RETURN AIR
RAD RETURN AIR DAMPER
RAF RADIO FREQUENCY
RAHX ROTARY AIR HEAT EXCHANGER
RAT RETURN AIR TEMPERATURE
RCCH REMOTE CONDENSER CHILLER
RCU RECIPROCATING CHILLER UNIT
RD ROOF DRAIN
RDS ROOM DATA SHEETS
REA RELIEF AIR
RELAD RELIEF AIR DAMPER
RF RETURN FAN
RG RETURN GRILLE
RH RELATIVE HUMIDITY
RHC REHEAT COIL
RHG REHEAT GRILLE
RL REFRIGERANT HOT GAS
RLA RUN LOAD AMPERE
RO REVERSE OSMSIS
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER
RS REFRIGERANT SUCTION
RTU ROOF TOP UNIT
RV RELIEF VALVE
SA SUPPLY AIR
SAD SUPPLY AIR DAMPER
SAT SUPPLY AIR TEMPERATURE
SC SHADING COEFFICIENT
SCFM STANDARD CUBIC FEET PER MINUTE
SCI SPINAL CODE INJURY
SD SMOKE DETECTOR
SD SUPPLY AIR DIFFUSER
SD-1 SCHEMATIC DESIGN (SUBMISSION1)
SD-2 SCHEMATIC DESIGN (SUBMISSION2)
SDPR SMOKE DAMPER
SDR SMOKE DAMPER (RETURN)
SDS SMOKE DAMPER (SUPPLY)
SEN SENSIBLE HEAT
SF SUPPLY FAN
SF SQUARE FEET
SG SUPPLY AIR GRILLE
SH STEAM HUMIDIFIER
SHC STEAM HEATING COIL
SI SQUARE INCHES
SP STATIC PRESSURE
SP GR SPECIFIC GRAVITY
SPD SUPPLY PROCESS AND DISTRIBUTION
SPRV STEAM PRESSURE REDUCING VALVE
SPS STATIC PRESSURE SENSOR
SPEC SPECIFICATION
SQ FT SQUARE FOOT (FEET)
SR SUPPLY AIR REGISTER
SS STAINLESS STEEL
SSHX STEAM TO STEAM HEAT EXCHANGER
SSR SOLID SEPARATOR
ST STEAM TRAP
STD STANDARD
SUH STEAM UNIT HEATER
SV STEAM PRESSURE REDUCING VALVE
SVS STEAM VENT SILENCER
SW SOFTENED WATER
SWHX STEAM TO WATER HEAT EXCHANGER
T&PCV TEMPERATURE AND PRESSURE CONTROL VALVE
TAB TESTING, ADJUSTING, BALANCE,
TD TEMPERATURE DIFFERENCE
TDH TOTAL DYNAMIC HEAD
TDS TOTAL DISSOLVED SOLIDS
TEMP TEMPERATURE
TG TRANSFER GRILLE
TOF TOP OF FOOTER
TP TRAP
TR TOP REGISTER
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TU TERMINAL UNIT
TWU THRU-WALL UNIT
TYP TYPICAL
UC UNDERCOUNTER
UC UNDER CUT
UC UNIT COOLER
UH UNIT HEATER
UL UNDERWRITERS LABORATORY
U.O.N UNLESS OTHERWISE NOTED
URV UPBLAST UNIT VENTILATOR
V VALVE
VAF VANE-AXIAL FAN
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER (MANUAL OPPOSED BLADE)
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VHA VETERANS HEALTH ADMINISTRATION
VI VIBRATION ISOLATOR
VP VACUUM PUMP
VPS VARIABLE PRIMARY SYSTEM
VR VACUUM (STEAM CONDENSATE) RETURN
VSD VARIABLE SPEED DRIVE
VUH VERTICAL HEAT UNIT
W WATTS
W/ WITH
W/O WITH OUT
WAG WASTE ANEESIA GAS
Wb WET BULB (TEMPERATURE)
WC WATER COOLED
WCCH WATER COOLED CHILLER
WCCU WATER COOLER CONDENSING UNIT
WCHP WATER COOLED HEAT PUMP
WCPU WATER COOLED PACKAGE UNIT
WEF WALL EXHAUST FAN
WF WATER FILTER
WFCV WATER FLOW CONTROL VALVE
WMF WATER FLOWMETER
WFMD WATER FLOW MEASURING DEVICE
WG WATER GAGE
WPD WATER SIDE PRESSURE DROP
WTR WATER
WWM WELDED WIRE MESH
YR YEAR
I/O INPUT/OUTPUT
IAQ INDOOR AIR QUALITY
IBT INVERTED BUCKET TRAP
ICF IN-LINE CENTRIFUGAL FAN
ICU INTENSIVE CARE UNIT
ID INSIDE DIAMETER
I.E. INVERT ELEVATION
IFB INTEGRAL FACE AND BYPASS
IN INCHES
IN HG INCHES OF MERCURY
IN WC INCH WATER COLUMN
IN WG INCH WATER GAUGE
IN-LB INCH POUND
IPLV INTEGRATED PART LOAD VALUE
IRH INTRARED HEATER
IS INSECT SCREEN
IU INDUCTION UNIT
I.V. INLET VANES
J INTESTINALLY LEFT BANK
KG KILOGRAM
KG/HR KILOGRAM PER HOUR
kPa KILOPASCAL
KW KILOWATTS
KWH KILOWATT HOUR
L LITER
L/h LITER PER HOUR (OR LITER/HOUR) L/m LITER PER MINUTE (OR LITER/MINUTE)
L/S LITER PER SECOND (OR LITER/SECOND)
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LBS/HR POUNDS PER HOUR
LF LINEAR FOOT (FEET)
LGT LEAVING GLYCOL TEMPERATURE
LH LATENT HEAT
LLHX LIQUID TO LIQUID HEAT EXCHANGER
LPC LOW PRESSURE STEAM CONDENSATE RETURN
LPG LIQUEFIED PETROLEUM GAS
LPR LOW PRESSURE RETURN (STEAM CONDENSATE)
LPRC LOW PRESSURE STEAM RETURN (CLEAN)
LPS LOW PRESSURE STEAM
LPSC LOW PRESSURE STEAM (CLEAN)
LSD LINEAR SLOT DIFFUSER
LTCP LOCAL TEMPERATURE CONTROL PANEL
LVG LEAVING
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
M METER, SI UNIT
M/S METER PER SECOND (OR METER/SECOND)
MA MIXED AIR
MAT MIXED AIR TEMPERATURE
MAU MAKE-UP AIR UNIT
MAV MANUAL AIR VENT
MAX. MAXIMUM
MB MIXING BOX
MBH 1,000 BTUH
MC MECHANICAL CONTRACTOR
MCA MINIMUM BRANCH CIRCUIT AMPACITY
MER MECHANICAL EQUIPMENT ROOM
MFR MANUFACTURER
MH MANHOLE
MHP MOTOR HORSEPOWER
MIN. MINIMUM
MM MILLIMETER
MOD MOTOR OPERATED DAMPER
MOV MOTOR OPERATED VALVE
MPC MEDIUM PRESSURE STEAM CONDENSATE RETURN
MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)
MPS MEDIUM PRESSURE STEAM
MRI MAGNETIC RESONANCE IMAGING
MTD MEAN TEMPERATURE DIFFERENCE
MVD MANUAL VOLUME DAMPER
MZ MULTI-ZONE
NA NOT APPLICABLE
NC NOISE CRITERIA
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NG NATURAL GAS
NGFM NATURAL GAS FLOWMETER
Nm NEWTON METER
NO NORMALLY OPEN
NOAA NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION
NOM. NOMINAL
NPLV NON-STANDARD PART LOAD VALUE
NPSH NET POSITIVE SUCTION HEAD
NPSHA NET POSITIVE SUCTION HEAD AVAILABLE
NPSHR NET POSITIVE SUCTION HEAD REQUIRED
NTS NOT TO SCALE
OA OUTSIDE AIR
OAD OUTDOOR AIR DAMPER
OAG OUTSIDE AIR GRILLE
OAI OUTSIDE AIR INTAKE
OD OUTSIDE DIAMETER
OFM OIL FLOWMETER
OR OPERATING ROOM
OA OUTSIDE AIR
OAD OUTDOOR AIR DAMPER
OAG OUTSIDE AIR GRILLE
OAI OUTSIDE AIR INTAKE
OD OUTSIDE DIAMETER
OFM OIL FLOWMETER
OR OPERATING ROOM
P PUMP
Pa PASCAL
PC PUMPED CONDENSATE
PCF POUNDS PER CUBIC FOOT (FEET)
PD PRESSURE DROP
PEF PROPELLER (TYPE) EXHAUST FAN
PF PRE-FILTER
PG PRESSURE GAGE
PGW PROPYENE GLYCOL-WATER (SOLUTION)
PHC PREHEAT COIL
PPM PARTS PER MILLION
PRS PRESSURE REGULATING (VALVE) STATION
PRV PRESSURE REGULATING VALVE
PSI POUND PER SQUARE INCH
PSIA POUND PER SQUARE INCH - ABSOLUTE
PSIG POUND PER SQUARE INCH - GAGE
PSE POUNDS PER SQUARE INCH
PSS PRIMARY SECONDARY SYSTEM
PSV PRESSURE SAFETY VALVE
P/T PRESSURE/TEMPERATURE TAP
PTAC PACKAGED TERMINAL AIR CONDITIONER
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EC ELECTRICAL CONTRACTOR
EC EVAPORATIVE COOLER
ECC ENGINEER CONTROL CENTER
ECU EVAPORATIVE CONDENSER UNIT
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
EG EXHAUST GRILLE
EGS EMERGENCY GAS SHUTOFF
EGT ENTERING GLYCOL TEMPERATURE
EH EXHAUST HOOD
EJ EXPANSION JOINT
EMD END OF MAIN DRIP (STEAM)
ENT ENTERING
EQUIP EQUIPMENT
ER EXHAUST REGISTER
ER EXISTING RELOCATED
ERC ELECTRIC REHEAT COIL
ERP ELECTRIC RADIANT PANEL
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
ETO ETHYLENE OXIDE
ETR EXISTING TO REMAIN
EUH ELECTRIC UNIT HEATER
EWC EVAPORATIVE WATER COOLER
EWH ELECTRIC WATER HEATER
EWT ENTERING WATER TEMPERATURE
EX EXISTING
F FAHRENHEIT
F&T FLOAT AND THERMOSTATIC
F/SDPR COMBINATION FIRE SMOKE DAMPER
FA FREE AREA
FBO FURNISHED BY OTHERS
FC FLEXIBLE CONNECTION
FCU FAN COIL UNIT (4 PIPE)
FCUC FAN COIL UNIT COOLING ONLY
FCUH FAN COIL UNIT HEATING ONLY
FCW FORWARD CURVED WHEEL (FAN)
FD FLOOR DRAIN
FD FIRE DAMPER
FF FINAL FILTER
FHX FLUE GAS/FEEDWATER HEAT EXCHANGER
FLEX FLEXIBLE
FLR FLOOR
FM FLOW METER
FOB FLAT ON BOTTOM
FOP FUEL OIL PUMP
FOT FUEL OIL TANK
FOT FLAT ON TOP
FOHX FUEL OIL HEAT EXCHANGER
FPM FEET PER MINUTE
FPTU FAN POWERED TERMINAL UNIT
FR FLOOR REGISTER
FRP FIBER REINFORCED POLYESTER
FS FLOW SWITCH
FSTST FREEZESTAT
FT FEET
FT WC FEET OF WATER COLUMN
FT-LB FOOT-POUND
FTR FIN TUBE RADIATION
FV FACE VELOCITY
GA GAUGE
GAL GALLON
GC GENERAL CONTRACTOR
GH GRAVITY HOOD
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GPR GAS PRESSURE REGULATOR
GS GALVANIZED STEEL
H HUMIDIFIER
HAC HOUSEKEEPING AID CLOSET
HB HOSE BIBB
HC HEATING COIL
HD HOOD
HGT HEIGHT
HGT HEIGHT
HOA HAND/OFF/AUTOMATIC
HORZ HORIZONTAL
HP HEAT PUMP
HP HORSEPOWER
HPC HIGH PRESSURE STEAM CONDENSATE RETURN
HPDT HIGH PRESSURE DRIP TRAP
HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)
HPS HIGH PRESSURE SUPPLY (STEAM)
HRC HEAT RECOVERY COIL
HRD HEAT RECOVERY DEVICE
HRP HYDRONIC RADIANT (CEILING) PANEL
HRW HEAT RECOVERY WHEEL
HSTAT HUMIDISTAT
HTM HUMIDIFIER TERMINAL
HUM HUMIDIFIER UNIT MOUNTED
HVU HEATING AND VENTILATING UNIT
HW HOT WATER
HWC HOT WATER COIL
HWHC HOT WATER HEATING COIL
HWP HEATING HOT WATER PUMP
HWR HEATING HOT WATER RETURN
HWS HEATING HOT WATER SUPPLY
HWUH HOT WATER UNIT HEATER
HVAC HEATING, VENTILATION, AND AIR CONDITIONING
HVD HOISTWAY VENT DAMPER
HX HEAT EXCHANGER
HZ HERTZ
GENERAL BID NOTE
1. EXISTING PIPING IS BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND MAY NOT REFLECT CURRENT PIPING LAYOUT. CONTRACTOR SHALL FIELD VERIFY ACTUAL VISIBLE CONDITIONS PRIOR TO PRICING AND BEFORE PROCEEDING WITH WORK. NOTIFY ENGINEER IN THE EVENT THAT EXISTING MAIN PIPING SHOWN TO REMAIN IS SIGNIFICANTLY DIFFERENT FROM EXISTING CONDITIONS.
2. CONTRACTORS SHALL BE RESPONSIBLE FOR MATCHING EXISTING BUILDING SYSTEMS WHERE REQUIRED BY DEMOLITION AND NEW WORK.
ITEMS INCLUDING BUT NOT LIMITED TO: WALL TYPES, INSULATION, GLASS, CONCRETE, REBAR, ETC. SHALL MATCH EXISTING DESIGN
CONDITIONS WHEN REPLACED OR REPAIRED.
3. CONTRACTOR SHALL IDENTIFY AND COORDINATE WITH THE OWNER ALL WORK AREAS REQUIRING CONSTRUCTION EFFORTS DURING FACILITY "OFF" HOURS. "OFF" HOUR WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BID/SCOPE OF WORK.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ISOLATION VALVES NECESSARY TO COMPLETE THE DESIGN INDICATED.
5. THE INSTALLING CONTRACTOR SHALL PROVIDE DOCUMENTATION TO DEMONSTRATE THAT THE SUPERINTENDENT RESPONSIBLE FOR DAY-TO-DAY SUPERVISION OF STEAM PIPING AND EQUIPMENT INSTALLATION HAS A MINIMUM OF 15 YEARS EXPERIENCE IN INSTALLING COMMERCIAL STEAM SYSTEMS. THIS SUPERINTENDENT SHALL BE ON SITE DAILY FOR THE DURATION OF THIS PROJECT.
GENERAL NOTES
1. THE DRAWINGS ILLUSTRATE GENERAL SCOPE AND ARRANGEMENT OF MECHANICAL SYSTEMS. THEY SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONDITIONS ALLOW. MECHANICAL CONTRACTOR SHALL PROVIDE ALL FITTINGS TO AVOID FIELD INTERFERENCES.
2. ALL WORK SHALL CONFORM TO THE REGULATIONS OF APPLICABLE FEDERAL, STATE, LOCAL LAWS, ORDINANCES AND CODES. MECHANICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL MECHANICAL CODE AND ANY APPROVED
SUPPLEMENTS TO THAT CODE.
3. DRAWINGS, SPECIFICATIONS, AND SCHEDULES TOGETHER FORM THE BASIS OF DESIGN.
4. PROVIDE FIRESTOPPING WHERE NECESSARY, MATCH EXISTING POSTED WALL RATINGS.
5. DIMENSIONS AND DUCT/PIPING/EQUIPMENT SIZES INDICATED ON THE DRAWINGS MAY NOT REFLECT ACTUAL FIELD CONDITIONS IN ALL LOCATIONS. FIELD VERIFY PIPING LOCATIONS PRIOR TO FABRICATION OF PIPING SUCH THAT PIPING, WILL FIT IN APPROXIMATELY THE
LOCATION SHOWN ON THE DRAWING.
MECHANICAL GENERAL DEMOLITION NOTES
1. COORDINATE ALL MECHANICAL UTILITY AND HVAC UNIT SHUT DOWNS WITH OWNER. ANY SHUT DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL BE COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY SHUT
DOWN POLICIES.
2. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION OF ALL BUILDING SYSTEMS PER THEIR MEANS-AND-
METHODS AS NECESSARY TO PROVIDE THE DESIGN INDICATED.
GATE VALVE WITH GLOBE-VALVED BYPASS
PLUG VALVE
CONTROL VALVE (CV) - FLOAT-OPERATED
PRESSURE REDUCING VALVE (PRV)
WATER LEVEL CONTROLLER
FLOW METER
LC
M
BALL VALVE
GATE VALVE WITH 3/4" HOSE ADAPTER
CHECK VALVE
ANGLE GLOBE VALVE
BUTTERFLY VALVE
MODULATING CONTROL VALVE
TWO POSITION CONTROL VALVE
THREE-WAY MODULATING CONTROL VALVE
AUTOMATIC BALANCING CONTROL VALVE
PRESSURE SAFETY VALVE
GATE VALVE - THREADED/FLANGED
GLOBE VALVE - THREADED/FLANGED
PRESSURE REGULATING VALVE
THREE-WAY TWO POSITION CONTROL VALVE
WYE STRAINER (WITH BALL VALVE & HOSE
CONNECTION)
FLEXIBLE CONNECTION
WATER BALANCE DEVICE
MODULATING CONTROL BUTTERFLY VALVE
CIRCUIT SETTER VALVE
WYE STRAINER WITH VALVED DRAIN AND
QUICK-COUPLE HOSE CONNECTOR
HIGH PRESSURE STEAM TRAP DISCHARGE
INTO PUMPED CONDENSATE RETURN LINE
PROJECT SEQUENCING
INITIAL DEMOLITION
1. REMOVE DESIGNATED TREES, BACKFILL, TAMP, AND RESEED.
2. EXCAVATE NEW PIPE TRENCH BETWEEN BOILER PLANT AND BLDG. 310,
INCLUDING ROAD AND CURB CUTTING. CUT ROAD IN TWO STAGES TO
ALLOW CONTINUOUS TRAFFIC TO HOSPITAL, FIRE STATION, AND LAUNDRY.
ROAD CUTS SHALL BE COVERED WITH STEEL PLATES TO ALLOW
CONTINUOUS TRAFFIC USE.
3. EXCAVATE MANHOLE #2, UNEARTH EXISTING HPS & PC, AND PREP LINES
FOR INSTALLATION OF TEE FITTING DURING STEAM SHUT-DOWN IN
SEQUENCE #5.
PIPE INSTALLATION TO BLDG. 310
4. INSTALL NEW DIRECT-BURIED HPS & PC PIPING BETWEEN BOILER PLANT
AND PUMP ROOM #3, BELOW BLDG. 310, AND CONNECT TO EXISTING
VALVES.
5. PROVIDE STEAM SHUT-DOWN. DURING SHUT-DOWN, ACCOMPLISH THE
FOLLOWING.
a. INSTALL NEW TEES AND GATE VALVES AT EXISTING HPS & PC MAINS
IN THE BOILER PLANT.
b. INSTALL NEW TEES AND GATE VALVES AT EXISTING HPS & PC MAINS
IN MANHOLE #2.
c. INSTALL NEW GATE VALVES IN 4" AND 12" MPS LINES AT PUMP ROOM #3.
6. REPAIR ROAD AND CURB, BACKFILL TRENCHES, AND RESEED EXPOSED
SOIL.
PIPE INSTALLATION FROM HOSPITAL TO ROAD TUNNEL AT BLDG. 314
7. EXCAVATE NEW PIPE TRENCH BETWEEN HOSPITAL LOADING DOCK AND
EXISTING UNDERGROUND TUNNEL AT BLDG. 314, INCLUDING ROAD AND
CURB CUTTING. CUT ROAD IN TWO STAGES TO ALLOW FOR CONTINUOUS
TRAFFIC TO HOSPITAL LOADING DOCKS.
8. INSTALL NEW DIRECT-BURIED HPS & PC PIPING BETWEEN LOADING DOCK
AND EXISTING TUNNEL.
9. INSTALL OVERHEAD PIPING FROM LOADING DOCK TO BASEMENT
INTERSTITIAL SPACE CONNECTIONS.
10. REPAIR ROAD AND CURB, BACKFILL TRENCHES, AND RESEED EXPOSED
SOIL.
DEMOLITION OF PIPING IN UNDERGROUND TUNNEL TO BLDG. 314
11. REMOVE ALL PIPING IN THE EXISTING TUNNEL FROM PUMP ROOM #3 TO
BLDG. 314, TO MAKE ROOM FOR NEW HPS, MPS & PC PIPING. THIS WORK
SHOULD BE SCHEDULED FOR THE SUMMER WHEN BUILDING 314 HAS NO
STEAM DEMAND.
PIPE INSTALLATION TO BLDG. 314
12. INSTALL NEW FIELD-FABRICATED HPS, MPS & PC IN EXISTING
UNDERGROUND ROAD TUNNEL. MAKE CONNECTIONS TO EXISTING PIPES IN
PUMP ROOM #3 AND TO THE NEW PIPES FROM THE HOSPITAL. CLOSE
TEMPORARY OPENING IN UNDERGROUND TUNNEL WITH CONCRETE AND
BACKFILL HOLE, TAMP, AND RESEED.
PIPE INSTALLATION, STEAM TRAP AND PRV REPLACEMENT IN 306-310 TUNNEL
13. INSTALL NEW CONDENSATE RETURN PIPE IN 306-310 TUNNEL, REMOVE
AND REPLACE EXISTING STEAM TRAPS AND PRESSURE REDUCING VALVES
IN TUNNEL, AND MAKE CONNECTIONS BETWEEN NEW HIGH PRESSURE
STEAM TRAPS AND NEW CONDENSATE RETURN PIPE. THIS WORK SHALL BE
SCHEDULED FOR SUMMER WHEN STEAM SERVICE IN BUILDINGS 306, 308,
AND 310 IS NOT REQUIRED.
14. INSTALL OWNER FURNISHED PRESSURE REDUCING VALVE IN PUMP ROOM 3,
AND CONTRACTOR FURNISHED SAFETY RELIEF VALVE AND OTHER
ANCILLARY COMPONENTS FOR A COMPLETE WORKING PRESSURE
REDUCING STATION.
SYSTEM SWITCHOVER
15. ONCE ALL PIPING IS CONNECTED TO THE EXISTING, THE STEAM AND
PUMPED CONDENSATE SYSTEMS WILL BE SWITCHED TO THE NEW PIPING,
AND VALVES CONNECTING TO THE OLD SHALL BE SHUT AND CAPPED.
FINAL DEMOLITION
16. EXISTING HPS, MPS AND PC SHALL BE REMOVED FROM THE BOILER ROOM
AND THROUGH THE UNDERGROUND TUNNEL TO PUMP ROOM #3. THE
UNDERGROUND TUNNEL SHALL REMAIN OPEN FOR USE IN FUTURE
PROJECTS.
PROJECT SEQUENCING NOTES
A. DEPENDING ON THE DATE OF CONTRACT AWARD, THE PROJECT SEQUENCING
MAY REQUIRE REVIEW AND CLARIFICATION TO ENSURE CONSTRUCTION
SCHEDULE IS MAINTAINED AND SEASONAL WORK IS PERFORMED IN THE
APPROPRIATE SEASON. ANY MODIFICATIONS TO THE SEQUENCING SHALL BE
PRESENTED IN WRITING TO THE COR AND A/E FOR APPROVAL AND INCLUDE
DESCRIPTION OF ALL ADDITIONAL STEAM SERVICE INTERRUPTIONS REQUIRED
DUE TO THE MODIFICATION.
B. THE WORK IDENTIFIED IN ITEMS 11, 12, 13, AND 14 ARE TO BE PERFORMED IN
THE SUMMER OF 2024 BEFORE STEAM HEATING SERVICE IS NEEDED IN
BUILDINGS 306, 308, 310, AND 314.
STATE OFP
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14226
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Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
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F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
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97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
BID DOCUENTS
SUBMISSION
97 8654321
BID DOCUMENTS SUBMISSION
1M0.01
MECHANICAL LEGENDS,
ABBREVIATIONS, AND NOTES
06/13/2023
BK JCH
06/13/2023
304302
415313T
417117
8" HPS /
4" PC
3" MPS
/ 2" PC
8" HPS
/ 6" PC
4" MPS /2" PC
2 1/2" MPS
/ 1 1/4" PC
12" MPS
/ 6" PC
8" MPS /
4" PC
6" MPS / 3" PC
6" MPS /
3" PC
5" MPS /
2 1/2" PC
5" MPS /
2 1/2" PC
A
B
C
D
E
F
G
HJ
6" MPS /
3" PC
K
L
M
N
H P
S
P
C
12" MPS
/ 6" PC
4" HPS
/ 2" PC
4" HPS
/ 2" PC
2" MPS
/ 1" PC
4" BLIND
FLANGE
4" BLIND
FLANGE
BLDG 1-4CC (FUTURE) 370 333 105 1 1/4 2.0 1/2
BLDG 1 (FUTURE) 840 756 105 1 1/2 4.5 3/4
BLDG 3 (FUTURE) 1,390 1,251 105 2 7.0 1
BLDG 2-3CC (FUTURE) 280 252 105 1 1.5 1/2
BLDG 2A (FUTURE) 340 306 105 1 1/4 2.0 1/2
BLDG 2B (FUTURE) 780 702 105 1 1/2 4.0 3/4
502 BRANCH TOTAL B 7,090 6,381 105 4 36.5 2
HERO'S GYM 1,300 1,170 105 2 6.5 2
502A 205 185 105 1 1.0 1/2
502B 205 185 105 1 1.0 1/2 502C 205 185 105 1 1.0 1/2
502D 205 185 105 1 1.0 1/2
502E 2,840 2,556 105 3 14.5 1 1/2
BLDG 6 (FUTURE) 570 513 105 1 1/4 3.0 3/4
BLDG 17 FUTURE 250 225 105 1 1.5 1/2
BLDG 7 (FUTURE) 1,310 1,179 105 2 7.0 1
BLDG. 500 HOSPITAL 37,635 33,872 105 8 189.0 4
WEST MECH. RM. 11,100 9,990 105 5 55.5 2 1/2
CAMPUS STEAM SUMMARY with future bldgs. - VAMC MARTINSBURG, WV
BUILDING/AREA MARK
LISTED STEAM
(LBS/HR)
LISTED STEAM x 0.9
(LBS/HR)
STEAM
PRES. (PSI)
PIPE SIZE
(IN.)
PUMP. COND.
(GPM)
PIPE SIZE
(IN.)
501 BRANCH TOTAL A 8,484 7,636 105 4 44.0 2
CC-AHUs 280 252 105 1 1/2 1.5 2
501 A 210 189 105 1 1.0 1/2
501 B 210 189 105 1 1.0 1/2
501 C 1,970 1,773 105 2 1/2 10.0 1
BLDG 15 84 76 105 3/4 0.5 1/2
BLDG 4 (FUTURE) 340 306 105 1 1/4 2.0 1/2
BLDG 5 (FUTURE) 1,390 1,251 105 2 7.0 1
NORTH MECH. ROOM 1,260 1,134 105 2 1/2 2.5 1
NORTH MECH. ROOM 750 675 105 1 1/2 4.0 1
CENTRAL MECH. ROOM 8,300 7,470 105 5 45.0 2
PENTHOUSE 7,600 6,840 105 4 38.0 2
EAST MECH. ROOM 6,100 5,490 105 5 30.5 1 1/2
BLDG 11 (FUTURE) 440 396 105 1 1/4 2.5 1/2
BLDG 12 (FUTURE) 1,120 1,008 105 1 1/2 6.0 1
BLDG 13 (FUTURE) 215 194 105 1 1.0 1/2
OUTPATIENT (FUTURE) 750 675 105 1 1/2 4.0 1
C 53,209 47,889 105 8 269.5 4
508 LAUNDRY 3,600 3,240 105 3 18.0 2
D 56,809 51,129 105 8 287.5 5
314 MAINTENANCE 4,000 3,600 105 4 70.0 2 1/2
E 60,809 54,728 105 8 358.0 5
400-ROW BUILDINGS F 8,372 7,535 40 6 40.0 2
300-ROW BUILDINGS G 5,128 4,615 40 5 40.0 2
200-ROW BUILDINGS H 9,633 8,670 40 6 40.0 3
518 DENTAL/117 CHAPEL J 10,000 9,000 40 6 40.0 3
BLDG. 217 88 79 40 3/4 7.0 1
K 33,221 29,899 40 12 167.0 6
BLDG. 302 600 540 40 1 1/2 7.0 1 1/2
BLDG. 304 1,500 1,350 40 2 1/2 10.0 1 1/4
BLDG. 328/330 4,000 3,600 40 4 20.0 2
L 39,321 35,889 40 12 204 6
BLDG. 306 4,000 3,600 40 12 20.0 2
BLDG. 308 4,000 3,600 40 40 20.0 2
BLDG. 310 4,000 3,600 40 4 20.0 2
M 51,321 46,189 40 12 264.0 6
N 112,123 100,917 105 8 622.0 6
BLDG. 318 3,000 2,700 40 3 56.0 2
BOILER TOTAL * 48,300 47,214 105 8 678.0 6
(1,400 BHP) (1,347 BHP)
* Owner has determined Current Campus requirement is 30,000 lbs/hr and an 8" pipe can handle the Current and 2014 Master Planned Steam Loads.
BLDG. 519 600 540 40 2 7.0 1
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
BID DOCUENTS
SUBMISSION
97 8654321
BID DOCUMENTS SUBMISSION
1M1.00
CAMPUS STEAM SYSTEM PLAN
06/13/2022
BK JCH
06/13/2023
SCALE: 1" = 80'-0"
EXISTING CAMPUS STEAM SYSTEM PLAN
PHASE 1
304302
CURRENT PHASE
IN CONSTRUCTION
IN CONSTRUCTION
IN CONSTRUCTION
PIPE IN EXISTING
CEILING
DIR
ECT-B
URIE
D P
IP
E
DIRECT-BURIED PIPE
DIRECT-BURIED PIPE
T U
N N
E L P
IP
E
+/-4'-6"
BELOW
GRADE
001 '2 '
302 304
217 Parking Lot "T"
Parking
Lot "Z"
Patient / Visitor
Parking
B u tl e r
A v e
N th S t.
"B" Ave.
SPILL CONTAINMENT
WALLS 54" AG
SOLAR CHARGING
STATION
2-STORYOUTPATIENTADDITION
LAUNDRY WATER
SOFTENING
EQUIP.
C
C O
R R
ID
O
R C
N
,4
S .F
C
C
C3
C13
CORRIDOR C4N
4,942 S.F.
STEAM TUNNEL
/ 2
M P
S
C
P D
/2
M P
S
C P
D
STEAM
STEAM
S T
E A
M
S T
E A
M
STEAM PIT
2" UP
4" UP
VENT
M P
S
H P
S
C P
D
M P
S
H P
S
C P
D
8" H P S4" C
P D
IN
22" C
8" HPS
4" CPD
IN 22" CONDUIT
M P
S
P
C D
M
P S
P C
D
4" MPS
2" CPD
STEAM TUNNEL 4" MPS 2" CPD
8" HPS-3" CPD STEAM
12" MPS 5" HPS 2" CPD
STEAM VENT
O N
LY
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
ONLY
ONLY
STEAM
H
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
KEY PLAN
BID DOCUENTS
SUBMISSION
97 8654321
PHASE 1
CONTRACTOR
STORAGE AND
STAGGING AREA
BID DOCUMENTS SUBMISSION
1M1.01
MECHANICAL ROUTING OVERALL
PLAN
06/13/2023
BK JCH
06/13/2023
GENERAL NOTES
1. COORDINATE ALL MECHANICAL UTILITY AND HVAC UNIT SHUT DOWNS WITH OWNER.
ANY SHUT DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL
BE COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY
SHUT DOWN POLICIES.
2. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION OF
ALL BUILDING SYSTEMS PER THEIR MEANS-AND-METHODS AS NECESSARY TO
PROVIDE THE DESIGN INDICATED.
3. UNLESS AN ALTERNATIVE GRADE IS SPECIFICALLY INDICATED ON THE PLANS,
GRADE STEAM PIPING AND CONDENSATE PIPING NO LESS THAN 0.4% DOWNWARD
IN THE DIRECTION OF FLOW.
SCALE: 1" = 50'-0"
MECHANICAL ROUTING OVERALL PLAN
EXIST 8 FT WIDE
X 5 FT HIGH
TUNNEL WALLS
BELOW GRADE
EXIST 5 FT WIDE
TUNNEL WALLS
BELOW GRADE
STORM
MANHOLE
EXISTING 8" STEAM LINE.
TO BE ABANDONED
AFTER NEW STEAM
SYSTEM IS IN SERVICE.
STEAM LINE
TO LAUNDRY
EXISTING SITE
LIGHTING ON
EMERGENCY
POWER
99 222
EXISTING SITE LIGHTING
(TYPICAL)
GENERAL NOTES
1. REFERENCE SITE PLAN ON 1C4.01 FOR ALL POSSIBLE UTILITY INTERFERENCES.
DEDUCT ALTERNATE #2
ABANDON PIPING IN TUNNEL BETWEEN BUILDINGS 320 AND 310.
12" MPS, 8" HPS, AND 6" PC SHALL BE ABANDONED IN THE TUNNEL BETWEEN
BUILDINGS 320 AND 310. DEMO PIPES FROM THE INDICATED POINTS IN THE
BOILER PLANT AND PUMP ROOM #3 TO JUST BEYOND THE INDICATED INFILL
LOCATIONS INDICATED ON 1M2.03.
INFILL TUNNEL WITH 8" CMU.
EXISTING BILCO DOOR THAT IS IDENTIFIED TO REMAIN ON SHEET 1M1.02 SHALL
BE REMOVED. REMOVE CONCRETE WALL 2 FT. BELOW GRADE, ADD 8" PRE-
CAST, REINFORCED CAP, WATERPROOF, BACKFILL, TAMP AND RESEED TO
MATCH SURROUNDINGS. SIZE OF CAP SHALL BE 1'-0" LARGER THAN THE
CURRENT TUNNEL ACCESS OPENING. SEE PRECAST REINFORCED CAP DETAIL
ON SHEET 1M5.06.
EXISTING TUNNEL VENT THAT IS IDENTIFIED ON SHEET 1M1.02 SHALL BE
REMOVED. REMOVE TUNNEL VENT AND CONCRETE WALL 2 FT. BELOW GRADE,
ADD 8" PRE-CAST, REINFORCED CAP, WATERPROOF, BACKFILL, TAMP AND
RESEED TO MATCH SURROUNDINGS. SIZE OF CAP SHALL BE 1'-0" LARGER THAN
THE CURRENT TUNNEL ACCESS OPENING. SEE PRECAST REINFORCED CAP
DETAIL ON SHEET 1M5.06.
001 '2 '
302 304
217 Parking Lot "T"
Parking
Lot "Z"
Patient / Visitor
Parking
B u tl e r
A v e
N th S t.
"B" Ave.
SPILL CONTAINMENT
WALLS 54" AG
SOLAR CHARGING
STATION
2-STORYOUTPATIENTADDITION
LAUNDRY WATER
SOFTENING
EQUIP.
C
C O
R R
ID
O
R C
N
,4
S .F
C
C
C3
C13
CORRIDOR C4N
4,942 S.F.
STEAM TUNNEL
/ 2
M P
S
C
P D
/2
M P
S
C P
D
STEAM
STEAM
S T
E A
M
S T
E A
M
STEAM PIT
2" UP
4" UP
VENT
M P
S
H P
S
C P
D
M P
S
H P
S
C P
D
8" H P S4" C
P D
IN
22" C
8" HPS
4" CPD
IN 22" CONDUIT
M P
S
P
C D
M
P S
P C
D
4" MPS
2" CPD
STEAM TUNNEL 4" MPS 2" CPD
8" HPS-3" CPD STEAM
12" MPS 5" HPS 2" CPD
STEAM VENT
O N
LY
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
ONLY
ONLY
STEAM
H
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
KEY PLAN
BID DOCUENTS
SUBMISSION
97 8654321
PHASE 1
CONTRACTOR
STORAGE AND
STAGGING AREA
BID DOCUMENTS SUBMISSION
1M1.02
MECHANICAL PIPE DEMOLITION PLAN
- PHASE-1
06/13/2023
BK JCH
06/13/2023
◇ DEMOLITION NOTES
1. DURING EXCAVATION, REPAIR ACCESS OPENING IN CMU BETWEEN MANHOLE AND
TUNNEL WATER TIGHT. REMOVE BILCO DOOR AND ASSOCIATED CONCRETE MANHOLE.
BACKFILL REMAINING OPENING AS NECESSARY TO INSTALL NEW DIRECT BURIED STEAM
AND CONDENSATE PIPING. AFTER NEW STEAM LINE IS INSTALLED, BACKFILL, TAMP, AND
RESEED TO MATCH SURROUNDINGS.
2. CUT ROADWAY AND CURBS, COVER WITH STEEL PLATES, FOR CONTINUOUS ACCESS.
PERFORM IN MULTIPLE SECTIONS. COORDINATE ROADWAY ACCESS WITH THE
CONTRACTING OFFICER'S REPRESENTATIVE AND USERS. A SINGLE LANE OF VEHICLE
PASSAGE SHALL BE MAINTAINED AT ALL TIMES. LAY TEMPORARY GRAVEL TO WIDEN
ACTIVE LANE AS NECESSARY.
3. EXCAVATE SOIL ABOVE EXISTING TUNNEL FOR NEW HPS AND PC PIPING; INSTALL 7 FOOT
HIGH FENCE AROUND ALL AREAS OF EXCAVATION.
4. EXCAVATE AND CREATE TEMPORARY OPENING IN TUNNEL WALL FOR PIPE REMOVAL AND
INSTALLATION. PATCH OPENING WHEN WORK IS COMPLETE. USE 4000 PSI CONCRETE.
DOWEL #4 REBAR A MINIMUM OF 8" DEEP ON 16" CENTERS (MAXIMUM) AROUND OPENING.
CHEMICALLY ADHERE REBAR TO EXISTING CONCRETE. BACKFILL EXCAVATION, TAMP AND
RESEED TO MATCH SURROUNDINGS.
5. EXISTING TUNNEL VENT TO REMAIN. PROVIDE SHORING FOR VENT STRUCTURE DURING
EXCAVATION.
SCALE: 1" = 20'-0"
MECHANICAL PIPE DEMOLITION PLAN - PHASE-1
◇ DEMOLITION NOTES
6. REMOVE TREES, AND BACKFILL AFTER PIPES ARE INSTALLED. RESEED GRASS TO MATCH
SURROUNDING.
7. PROTECT TREE PER DETAIL ON SHEET 1M5.03 AND PRESERVE TREE IF POSSIBLE. IF
EXCAVATION REQUIRES CUTTING MORE THAN 30% OF THE ROOT STRUCTURE THEN TREE
CAN LIKELY NOT BE PRESERVED. IF THE TREE CANNOT BE PRESERVED, REMOVE THE
TREE, AND BACKFILL AFTER PIPES ARE INSTALLED. RESEED GRASS TO MATCH
SURROUNDING AREA. IF TREE IS TO BE REMOVED, CONFIRM WITH THE CONTRACTING
OFFICER'S REPRESENTATIVE PRIOR TO REMOVAL.
8. PROTECT EXISTING RETAINING WALL/CURB. SHIFT TRENCH AS NEEDED, TO AVOID
RETAINING WALL DAMAGE. BRACE WALL AS NEEDED DURING CONSTRUCTION TO
MAINTAIN WALL INTEGRITY.
9. EXCAVATE FOR NEW DIRECT BURY STEAM AND CONDENSATE PIPING. INSTALL 7 FOOT
HEIGHT FENCE AROUND ALL AREAS OF CONSTRUCTION.
0.
EXCAVATE OVER EXISTING DIRECT BURY STEAM AND CONDENSATE PIPING . INSTALL 7
FOOT HEIGHT FENCE AROUND ALL AREAS OF CONSTRUCTION.
◇ DEMOLITION NOTES
1.
NO EXCAVATION, THIS AREA . ALL WORK IS IN THE EXISTING TUNNEL.
2.
INSTALL SILT FENCE AROUND DROP INLET PRIOR TO EXCAVATING. SEE DETAIL ON SHEET
1M5.03.
3.
TEMPORARILY REMOVE STORM BASIN DURING EXCAVATION. REPLACE ONCE TRENCH
BACKFILL IS COMPLETE. REGRADE.
4.
PROVIDE SHORING FOR STRUCTURES ADJACENT TO EXCAVATION.
5.
STORM BASIN TO REMAIN UNDISTURBED DURING EXCAVATION. PROVIDE SHORING AS
NECESSARY.
6.
EXISTING SPREAD FOOTINGS FOR EXTERIOR PIPE SUPPORT STRUCTURE, CONSTRUCTED
DURING PHASE TWO . DO NOT DISTURB DURING EXCAVATION FOR BURIED STEAM AND
PUMPED CONDENSATE PIPES.
7.
EXISTING TUNNEL ACCESS TO REMAIN. PROVIDE SHORING FOR TUNNEL ACCESS
STRUCTURE DURING EXCAVATION.
8.
EXISTING CONCRETE CAP AT GROUND LEVEL FOR PUMP ROOM 3. TERMINATE
EXCAVATION AT THIS CAP AND THE PUMP ROOM STRUCTURE BELOW. PROVIDE SHORING
FOR PUMP ROOM STRUCTURE.
SEE SHEET
1M103B
SEE SHEET
1M103A
8" HPS
6" PC
6" PC
8" HPS
H P
S
P C
8" HPS
4" PC
4" P C
X
X
X 8" H
PS X X X
X X
X
X
EXIST
MANHOLE
ANCHOR
POINT
(TYP)
1M2.01
1M2.02
1M2.01
+/-4'-6" PIPE
REF. BELOW
GRADE
2'-6" BELOW GRADE
MATCH LINE:SEE SHEET 1M1.05
MANHOLE #1
MANHOLE #2
MANHOLE #3
MANHOLE #4
+/- 5' - 6" BELOW GRADE
TO BE VERIFIED BY
DUCT BANK DEPTHS
B E
L O
W
G R
A D
E
2" CD
2" CD
8" HPS
8" HPS
EXISTING STEAM PIPE AND
PUMPED CONDENSATE TO
THE LAUNDRY
4" PC
4" PC
EXISTING
SIDEWALK
1M2.02
8" HPS
4" PC
2" CD
TUNNEL VENT
TUNNEL ACCESS
001 '2 '
302 304
217 Parking Lot "T"
Parking
Lot "Z"
Patient / Visitor
Parking
B u tl e r
A v e
N th S t.
"B" Ave.
SPILL CONTAINMENT
WALLS 54" AG
SOLAR CHARGING
STATION
2-STORYOUTPATIENTADDITION
LAUNDRY WATER
SOFTENING
EQUIP.
C
C O
R R
ID
O
R C
N
,4
S .F
C
C
C3
C13
CORRIDOR C4N
4,942 S.F.
STEAM TUNNEL
/ 2
M P
S
C
P D
/2
M P
S
C P
D
STEAM
STEAM
S T
E A
M
S T
E A
M
STEAM PIT
2" UP
4" UP
VENT
M P
S
H P
S
C P
D
M P
S
H P
S
C P
D
8" H P S4" C
P D
IN
22" C
8" HPS
4" CPD
IN 22" CONDUIT
M P
S
P
C D
M
P S
P C
D
4" MPS
2" CPD
STEAM TUNNEL 4" MPS 2" CPD
8" HPS-3" CPD STEAM
12" MPS 5" HPS 2" CPD
STEAM VENT
O N
LY
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
N O
P A
R K
IN
G
ONLY
ONLY
STEAM
H
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
KEY PLAN
BID DOCUENTS
SUBMISSION
97 8654321
PHASE 1
CONTRACTOR
STORAGE AND
STAGGING AREA
BID DOCUMENTS SUBMISSION
1M1.03
MECHANICAL PIPE PLAN - PHASE-1
06/13/2023
BK JCH
06/13/2023
GENERAL NOTES
1. COORDINATE ALL MECHANICAL UTILITY AND HVAC UNIT SHUT DOWNS WITH OWNER.
ANY SHUT DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL
BE COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY
SHUT DOWN POLICIES.
2. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION OF
ALL BUILDING SYSTEMS PER THEIR MEANS-AND-METHODS AS NECESSARY TO
PROVIDE THE DESIGN INDICATED.
3. UNLESS AN ALTERNATIVE GRADE IS SPECIFICALLY INDICATED ON THE PLANS,
GRADE STEAM PIPING AND CONDENSATE PIPING NO LESS THAN 0.4% DOWNWARD
IN THE DIRECTION OF FLOW.
SCALE: 1" = 20'-0"
MECHANICAL PIPE PLAN - PHASE-1
� CONSTRUCTION NOTES
1. DIRECT BURIED PIPE UNDER SOD OR ROAD WHERE APPLICABLE .
2. NEW PIPE IN EXISTING TUNNEL UNDER ROAD.
3. STEAM TRAP ACCESS MANHOLE WITH 36” x 24” x 19” HIGH LOUVERED VENT, ON
AN 18" HIGH INSULATED CURB. SEE DETAIL ON 1M5.06.
4. 2" DIA. TYPE K COPPER PIPE FROM MANHOLE SUMP PUMP PT-1 TO STORM DRAIN
BASIN.
5. 2" DIA. TYPE K COPPER PIPE FROM MANHOLE SUMP PUMP PT-1 TO STORM LIFT
STATION.
6. 7 FOOT HIGH SAFETY FENCE.
7. EXISTING SPREAD FOOTING FOR EXTERIOR PIPE SUPPORT STRUCTURE,
CONSTRUCTED DURING PHASE TWO. DO NOT DISTURB DURING INSTALLATION
OF BURIED STEAM AND PUMPED CONDENSATE PIPES.
1M3.02
1M3.02 1M2.01
EXIST
MANHOLE
EXISTING
TUNNEL
EXISTING
TUNNEL
M A
T C
H L
IN
E
S
E S
H E
E T
M
.0
B
M A
T C
H L
E S
H E
E T
M
.0
B
1M2.01
1M2.02
8" HPS
6" PC
H P
S
P C
/2
P C
8" HPS
4" PC
A
B C
D
F G
X X
X
X
X
ANCHOR
POINT
(TYP)
ANCHOR
POINT
(TYP)
6' - 6" BELOW GRADE
HPS & PC PIPES
1M3.02
6" PC
8" HPS
2' - 6"
TOP OF PIPE
BELOW GRADE
E
EEXP LOOPS
STEAM 8'X8'X8'
COND 8'X12'X8'
EXP LOOPS
STEAM 10'X10'X10'
COND 6'X6'X6'
LINK SEAL TYP
INSIDE MANHOLES
EX GRATE TOP
EL+ 488.625
BOX BOTTOM
EL+ 486.125
EX 10" WATER LINE
+/- 5'-0" BELOW GRADE
EL+ 485.125
EX 6" SANITARY LINE
+/- 3'-0" BELOW GRADE
EL+ 483.125
EX TUNNEL TOP
EL + 486.5
EX TUNNEL FL
EL + 480.625
MH
GRADE
EL +490.125
EX DUCT BANK
TOP EL + 487.64
BOT EL + 486.5
12" STORM
12" STORM
16'X7' 12' DEEP
MANHOLE #1
1M2.02
2" CD
ST-1
1M3.02
1M3.02
PUMP
ROOM #3
EXISTING
SIDEWALK
D
101010
E C
-1
E C
-2
X X E C
-5
14141414
161616
EXISTING UTILITY INTERFERENCE SCHEDULE
MARK UTILITY SIZE
ESTIMATED CENTERLINE /
ELEVATION FROM GRADE
INSTRUCTION
A
B
C
D
E
F
G
POWER MAIN
SANITARY
WATER
DUCT BANK
STORM
NATURAL GAS
SOFT WATER
10"
10"
30"
HIGH
4"
4"
6"
UNKNOWN
5' -0" BELOW GRADE
5' -0" BELOW GRADE
3' - 3" TO 5' - 9"
2' -0" BELOW GRADE
2' -0" BELOW GRADE
2' -0" BELOW GRADE
REMOVE AND REPLACE AS NECESSARY TO DIG TRENCH AND INSTALL NEW STEAM
AND PUMPED CONDENSATE LINES. PROVIDE TEMPORARY PUMPING FOR ACTIVE
STORM LINE UNTIL REPLACEMENT IS COMPLETE.
EXERCISE CAUTION WHILE TRENCHING IN THIS AREA. POWER MAIN TO REMAIN
ACTIVE DURING TRENCHING.
SANITARY TO REMAIN ACTIVE DURING TRENCHING.
WATER LINE TO REMAIN ACTIVE DURING TRENCHING.
PROTECT DUCT BANK DURING TRENCHING AND CONSTRUCTION.
NATURAL GAS TO REMAIN ACTIVE DURING TRENCHING.
SOFT WATER TO REMAIN ACTIVE DURING TRENCHING.
STATE OFP
R O
FESSIONAL ENG
IN
E E R
L.
PH
ILL
IP GENTRY
14226
W
EST V I RG I N
IA
R
REGISTE ED
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Numbers
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS:
VAMC - Martinsburg, WV
ARCHITECT/ENGINEERS:
Scale:
AS NOTEDSEAL: 613-22-128REPAIR-PIPING BLDGS
500, 217, 318, & 328 to BOILER PLANT - PHASE-1 500, 217, 318, & 328
Office of
Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
F
E
D
C
B
A
97 8654321
VA FORM 08-6231
MEP ENGINEERS
Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of
NORTH
BID DOCUENTS
SUBMISSION
97 8654321
BID DOCUMENTS SUBMISSION
1M1.03A
MECHANICAL PIPE PLAN - PHASE-1 -
AREA-A
06/13/2023
BK JCH
06/13/2023
SCALE: 1" = 10'-0"
MECHANICAL PIPE PLAN - SUB PHASE-1.1 - AREA-A
GENERAL NOTES
1. COORDINATE ALL MECHANICAL UTILITY AND HVAC UNIT SHUT DOWNS WITH OWNER.
ANY SHUT DOWNS NECESSARY TO ACHIEVE THE OBJECTIVE OF THIS DESIGN SHALL
BE COMPLETED DURING "OFF HOURS" AND SHALL COMPLY WITH OWNER'S UTILITY
SHUT DOWN POLICIES.
2. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING AND DEMOLITION OF
ALL BUILDING SYSTEMS PER THEIR MEANS-AND-METHODS AS NECESSARY TO
PROVIDE THE DESIGN INDICATED.
3. UNLESS AN ALTERNATIVE GRADE IS SPECIFICALLY INDICATED ON THE PLANS,
GRADE STEAM PIPING AND CONDENSATE PIPING NO LESS THAN 0.4% DOWNWARD
IN THE DIRECTION OF FLOW.
� CONSTRUCTION NOTES
1. DIRECT BURIED PIPE UNDER SOD OR ROAD WHERE APPLICABLE .
2. NEW PIPE IN EXISTING TUNNEL UNDER ROAD.
3. INTERFACE WITH TEES IN UNDERGROUND PUMP ROOM #3.
4. STEAM TRAP ACCESS MANHOLE WITH 36” x 24” x 19” HIGH LOUVERED VENT, ON
AN 18" HIGH INSULATED CURB. SEE DETAIL ON 1M5.06.
5. PROVIDE 7 FOOT SECURITY FENCE AT ALL EXCAVATION POINTS.
6. 2" DIA. TYPE K COPPER PIPE FROM MANHOLE SUMP PUMP PT-1 TO STORM DRAIN
BASIN.
7. PROVIDE 6" CONCRETE PAD AT GRADE, ON 4" OF 21A STONE, WITH WEATHER
TIGHT PIPE SLEEVES. SLOPE PAD AWAY FROM THE BUILDING AT 1/16" PER FOOT.
8. EXISTING SPREAD FOOTING FOR EXTERIOR PIPE SUPPORT STRUCTURE,
CONSTRUCTED DURING PHASE TWO. DO NOT DISTURB DURING INSTALLATION
OF BURIED STEAM AND PUMPED CONDENSATE PIPES.
9. EXTEND LENGTH OF LOOP LEG BEYOND THE LISTED EXPANSION LOOP LENGTH
AS NECESSARY TO INSTALL PIPE IN TRENCH AND AVOID STORM BASIN.
BOILER BLDG FF
EL+ 490.50
� CONSTRUCTION NOTES
10. INSTALL PIPE BOLLARDS AS DETAILED ON SHEET 1M5.04.
11. ROUTE NEW MPS AND PC PIPE INTO BUILDING 314. SEE ENLARGED PLAN AND
DETAILS.
12. NEW IN-LINE EXPANSION COMPENSATOR. PROVIDE WITH
MANUFACTURER-APPROVED PIPE GUIDES SPACED AS INDICATED IN THE
EXPANSION COMPENSATOR SCHEDULE.
13. EXCAVATE AND CREATE TEMPORARY OPENING IN TUNNEL WALL FOR PIPE
REMOVAL AND INSTALLATION. PATCH OPENING WHEN WORK IS COMPLETE. USE
4000 PSI CONCRETE. DOWEL #4 REBAR A MINIMUM OF 8" DEEP ON 16" CENTERS
(MAXIMUM) AROUND OPENING. CHEMICALLY ADHERE REBAR TO EXISTING
CONCRETE. BACKFILL EXCAVATION, TAMP AND RESEED TO MATCH
SURROUNDINGS.
14. ANCHOR PIPE GUIDES TO FLOOR OF TUNNEL. REFER TO DETAIL ON 1M5.06.
15. GRADE DIRECT-BURIED PC PIPING BETWEEN BUILDING 320 AND MANHOLE #1
DOWNWARD TOWARD MANHOLE #1.
16. SUPPORT PIPE IN THE EXISTING TUNNEL FROM ROLLER HANGERS SECURED TO
TUNNEL WALL OR FLOOR WITH STEEL SHAPES OR STRUT SYSTEMS, OR
ADJUSTABLE PIPE STANCHION ROLLER SUPPORTS. DO NOT SUPPORT PIPE
FROM WOOD STRUCTURE ABOVE. SPACE SUPPORTS AS NEEDED. REFER TO
PIPE HANGERS DETAIL FOR MAXIMUM SPACING.
1M3.02
STORM WATER
LIFT STATION
EXISTING
TUNNEL
M A
T C
H L
E S
H E
E T
M
.0
A
M A
T C
H L
E S
H E
E T
M
.0
A
1M2.02
H P
S
P C
/2
P C
8" HPS
4" PC
8" HPS
8" H
PS4" P
C
X
X
X
X X
M
L
K
J H
X
ANCHOR
POINT
(TYP)
ANCHOR
POINT
(TYP)
MATCHLINE:SEE SHEET 1M1.05
EXP LOOPS
STEAM 8'X8'X8'
COND 8'X12'X8'
EXP LOOPS
STEAM 10'X10'X10'
COND 10'X14'X10'
EXP LOOPS
STEAM 8'X8'X8'
COND 8'X12'X8'
LINK SEAL TYP
INSIDE MANHOLES
2' - 6" BELOW
GRADE
+/- 5' - 6" BELOW GRADE TO BE
VERIFIED BY DUCT BANK DEPTHS
4' - 6" B
ELOW
GRADE
7'X7' 8' DEEP
MANHOLE #2
7'X7' 8' DEEP
MANHOLE #3
1M2.02
7'X7' 8' DEEP
MANHOLE #4
HOSPITAL RISER
+/- 4' - 6" B
ELOW
GRADE
+/- 5' - 6" BELOW GRADE TO BE
VERIFIED BY DUCT BANK DEPTHS
' - 0
" M
IN
2" CD
2" CD
2" CD
ST-1
ST-1
ST-1
1M2.01
4" PC
8" HPS
P C
H P
S
EXISTING STEAM AND
PUMPED CONDENSATE TO
THE LAUNDRY BUILDING
1M3.02
1M2.02
LINK SEAL TYP
INSIDE MANHOLES
LINK SEAL TYP
INSIDE MANHOLES
PUMP
ROOM #3
E C
-1
E C
-2
X X
E C
-5
7 88
13 14
16161616
191919
EXISTING UTILITY INTERFERENCE SCHEDULE
MARK UTILITY SIZE
ESTIMATED CENTERLINE /
ELEVATION FROM GRADE
INSTRUCTION
H
J
K
L
STEAM /
CONDENSATE
22" 4' -6" BELOW GRADE
WATER 12" 6' -0" BELOW GRADE
STORM 4" 2' -4" BELOW GRADE
DUCK BANK
24"
HIGH
9' - 0" TO 7' - 0"
CHILLED WATER 16" 10' -0" BELOW GRADEM
EXISTING STEAM/ CONDENSATE LINES TO REMAIN ACTIVE DURING TRENCHING.
EXISTING STEAM/ CONDENSATE LINES TO REMAIN ACTIVE DURING TRENCHING.
REMOVE AND REPLACE AS NECESSARY TO DIG TRENCH AND INSTALL NEW STEAM
AND PUMPED CONDENSATE LINES. PROVIDE TEMPORARY PUMPING FOR ACTIVE
STORM LINE UNTIL REPLACEMENT IS COMPLETE.
EXISTING DUCT…
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