Amendment 14 - Mechanical Dwgs.pdf
PDF 4 MB Posted
- Solicitation number
- N4008520R0021
About this file
This is a solicitation for a design-build construction project to expand Dry Dock 1 at Portsmouth Naval Shipyard in Kittery, Maine. The Navy will construct two new dry dock sections, labeled Dry Dock 1 North and Dry Dock 1 West, within the existing superflood basin to support maintenance and overhaul of Virginia-class submarines. Work will include concrete floors, walls and a center wall; new pumpwell systems and a pump station building; portal crane rails, mooring hardware, mechanical and electrical utilities, utility tunnels and all necessary appurtenances to ensure operational dry docks. Modifications will be made to the existing basin closure wall and Berths 1 and 11. The existing Dry Dock 1 will be renamed Dry Dock 1 East and connected to the new pumpwell system with interior modifications.
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Text version
C3
SCALE: N.T.S.
HPS & CA MANHOLE MH 380A - PLAN
6" HPS,
PRE-ENGINEERED
6" CA
6" HPS
TO DD1
6" HPS,
PRE-ENGINEERED
TO MH
378A
FINISHED GRADE
SLOPE SLOPE
A3
SCALE: N.T.S.
HPS & CA MANHOLE MH 380A - SECTION
6" HPS,
PRE-ENGINEERED
6" CA
MANHOLE
COVER
3/4" CRUSHED
STONE BASE,
8" MIN THICKNESS
COMPACT EXIST
SUBGRADE
SAND ALL AROUND OF
PIPE, 6" MIN THICKNESS
M I N
PIPE
SUPPORT
C5
SCALE: N.T.S.
HPS & CA MANHOLE MH 378B - PLAN
T O
E
X I S
T
M H
C
EXIST 3" HPS
EXIST TRENCH
MANHOLE
ECCENTRIC
REDUCER, 6"x3"
CONNECT 3" HPS
TO EXIST 3" HPS
TO MH 3563
TO MH 378A
6" CA
3"
HPS
6" CA
SEAL JOINT
WATERTIGHT
WALL SLEEVE AND
MECHANICAL SEAL
(TYP.)
INSULATION
(TYP.)
6" HPS
6" CA
6" DRIP LEG
6" DRIP LEG AND
TRAP ASSEMBLY
6" DRIP LEG AND
INVERTED BUCKET
TRAP ASSEMBLY
1" COND
1-1/2" COND, SCH
160, TO DRYWELL
INVERTED BUCKET
TRAP ASSEMBLY
5'-0"
A P
P R
O X
M I N
5'-10"
M-514
A5
FINISHED GRADE
SLOPE
EXIST PIPE
SUPPORT
3" HPS
1" DRAIN WITH
BALL VALVE (TYP.)
6" CA
6" HPS
M I N
EXIST 3" HPS
6" DRIP LEG
1" COND
1-1/2" COND, SCH
160, TO DRYWELL
INVERTED BUCKET
TRAP ASSEMBLY
EXIST CONCRETE
TRENCH
30" MANHOLE
COVER
A5
SCALE: N.T.S.
HPS & CA MANHOLE MH 378B - SECTION
SEAL JOINT
WATERTIGHT
PIPE SUPPORT
3/4" CRUSHED
STONE BASE,
8" MIN THICKNESS
COMPACT EXIST
SUBGRADE
INSULATION
NOTE: REFER TO DETAIL A4/M-513 FOR WALL THICKNESS
AND REINFORCEMENT REQUIREMENTS
NOTE: REFER TO DETAIL A4/M-513 FOR WALL THICKNESS
AND REINFORCEMENT REQUIREMENTS
NOTE: REFER TO DETAIL A4/M-513 FOR WALL THICKNESS
AND REINFORCEMENT REQUIREMENTS
NOTE: REFER TO DETAIL A4/M-513 FOR WALL THICKNESS
AND REINFORCEMENT REQUIREMENTS
PRE-ENGINEERED GLAND SEAL
PRE-ENGINEERED
END SEAL
PRE-ENGINEERED END SEAL
PRE-ENGINEERED
GLAND SEAL
6" CA
6" HPS,
PRE-ENGINEERED
2'-6" 2'-6"
NOTE: PROVIDE FITTINGS, AS REQUIRED, TO CONNECT
TO EXISTING PIPING IN MANHOLE
6" HPS
WALL SLEEVE AND
MECHANICAL SEAL (TYP.)
3" HPS,
PRE-ENGINEERED
PRE-ENGINEERED
GLAND SEAL
3" BUTTERFLY
VALVE (TYP.)
DRAIN WITH BALL
VALVE (TYP.)
6" HPS,
PRE-ENGINEERED
PRE-ENGINEERED
END SEAL
C2
SCALE: N.T.S.
HPS & CA MANHOLE 3563 - PLAN
30" MANHOLE
COVER ABOVE
CONC MANHOLE
EXIST 6" CA
EXIST 3" HPS
CONNECT 6" CA
TO EXIST 6" CA
6" CA
MECHANICAL
SEAL (TYP.)
EXIST TRENCH
CONNECT 3" HPS
TO EXIST 3" HPS
30" MANHOLE COVER
A2
SCALE: N.T.S.
HPS & CA MANHOLE 3563 - SECTION
FINISHED GRADE
DRIP LEG AND TRAP
ASSEMBLY
EXIST TRENCH
PIPE SUPPORT
SLOPE
M-514
A2
3" HPS, INSULATED
EXIST 6" CA
EXIST 3" HPS
6" CA
3" DRIP
LEG
M I N
1"
1-1/2" COND, SCH 160,
TO DRYWELL
INVERTED BUCKET
TRAP ASSEMBLY
3" HPS
3" CA
3" BUTTERFLY VALVE
MECHANICAL
SLEEVE AND SEAL
3/4" CRUSHED
STONE BASE, 8"
MIN. THICKNESS
NOTE: PROVIDE FITTINGS, AS REQUIRED, TO CONNECT
TO EXISTING PIPING IN MANHOLE
5'-0"
M
I N
TO
MH 378B
PRE-ENGINEERED
END SEAL
30" MANHOLE
COVER ABOVE
2'-0" MIN.
COVER
PIPE SUPPORT
6" CA
(BEHIND)
MECHANICAL
SEAL (TYP.)
6" BUTTERFLY
VALVE
6" BUTTERFLY
VALVE
6" BUTTERFLY
VALVE
M-514
A3
REFER TO PROFILES ON DRAWING MT201 FOR PIPE DEPTHS.
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I L
N
A M
E
U s h a r e d c a d d m e c h a n i c a l M d w g
Y O
U
M
E
M
P
O
T T
E D
T u e s d a y
F e b r u a r y p m
S E
R c g o o d r i d g e
D E
P A
R T
M E
F
T
V
Y
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
SEAL
OF
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
D
I D
A
T L
A N
T I C
DRAWFORM REVISION: 07 AUG 2018
CHECK GRAPHIC SCALE BEFORE USING
P
M
U L T
I M
I S
S I O
N
D
R Y
C
K
LBT / LBL
EJA
GRAPHIC SCALE
NBJ
DSN
1604959
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
DRWDES CHK
CONSTR. CONTR. NO.
SCALE:
A / E INFO
C A
P I T
A L
I M
P R
O V
E M
E N
T
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
I R
G I N
I A
P O
R T
S M
O U
V
I P
Y A
R D
K I T
T E
R Y
M
A I N
E
AS SHOWN
M-514
12823868
M E
C H
A N
I C
T
A I L
S
S
H E
1/2" = 1'-0"
4' 3' 2' 1' 0 4'
YK YK -
A M
E N
D M
E N
T
V
M G
A M
E N
D M
E N
T
V
M G
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
2+43
0+00
1+00
NO PARKING
1" = 20'
20' 0 20' 40'
PLAN
NORTH
HIGH PRESSURE AIR PLAN
SCALE: 1" = 20'
HIGH PRESSURE AIR KEYNOTES
MA105
12823725
H I G
H
P
R E
S S
U R
E
A
A
N
1 PROVIDE 1" HIGH PRESSURE AIR, PRE-ENGINEERED,
DIRECT BURY.
2 CONNECT TO EXISTING 1" HIGH PRESSURE AIR INSIDE
NEW MANHOLE.
3 EXISTING 1" HIGH PRESSURE AIR.
4 1" HIGH PRESSURE AIR PIPE LOCATED WITHIN TRENCH,
REFER TO DETAIL B3 ON SHEET CS510.
5 PROVIDE NEW MANHOLE, MH-1. SEE SHEET M-513 FOR
DETAILS.
6 PROVIDE NEW MANHOLE, MH-2. SEE SHEET M-513 FOR
DETAILS.
7 PROVIDE NEW MANHOLE, MH-3. SEE SHEET M-513 FOR
DETAILS.
8 PROVIDE NEW MANHOLE, MH-4. SEE SHEET M-513 FOR
DETAILS.
9 CONNECT TO EXISTING 1" HIGH PRESSURE AIR INSIDE
NEW MANHOLE.
10 REFER TO MA102 FOR CONTINUATION.
GENERAL NOTES:
1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN
FOR CLARITY. THE CONTRACTOR SHALL REFER TO THE
COMPOSITE UTILITY DRAWINGS, DISCIPLINE SPECIFIC
DRAWINGS, AND EXISTING CONDITIONS DRAWINGS FOR
UTILITIES LOCATED ADJACENT TO THE WORK BEING
PERFORMED.
2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.
PROTECT UTILITIES TO REMAIN.
3. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN
VICINITY OF A 4500 PSI HIGH PRESSURE AIR PIPE.
COORDINATE ALL CONSTRUCTION ACTIVITIES
ASSOCIATED WITH HPA WITH PNSY CODE 982 SHOP 990.
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
M
E
U s h a r e d b i m c i v i l d c i v i l M
A
H
I G
H
P
R E
S S
U R
E
A
O
F I L E d
Y O
M
E
H
I G
H
P
R E
S S
U R
E
A
O
T T
E D
T u e s d a y
F e b r u a r y
E
R b c u l l i n a n
D E
P A
R T
M E
T
V
Y
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
SEAL
OF
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
D
A
T L
A N
T I C
DRAWFORM REVISION: 07 AUG 2018
CHECK GRAPHIC SCALE BEFORE USING
P
M
U L T
I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
KEY PLAN
GRAPHIC SCALE
NBJ
DSN
1604959
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
DRWDES CHK
CONSTR. CONTR. NO.
SCALE:
A / E INFO
C A
P I T
A L
I M
P R
O V
E M
E N
T
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
I R
G I N
I A
P O
R T
S M
O U
V
I P
Y A
R D
K I T
T E
R Y
M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
6"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
1 1/2"COND
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
CA
AutoCAD SHX Text
CA
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EOI
AutoCAD SHX Text
6" A QL-B
AutoCAD SHX Text
HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'
AutoCAD SHX Text
HIGH PRESSURE COMPRESSED AIR DUCT QL-B
AutoCAD SHX Text
HPCA MH RIM=9.5' COULD NOT OPEN
AutoCAD SHX Text
HPCA MH RIM=9.7' COULD NOT OPEN
AutoCAD SHX Text
HIGH PRESSURE COMPRESSED AIR DUCT QL-B
AutoCAD SHX Text
HPCA MH RIM=9.6' COULD NOT OPEN
AutoCAD SHX Text
1.5" HPCA QL-B
AutoCAD SHX Text
6-1/2' CHAIN LINK (HIGH VOLTAGE AREA)
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
OFL 16A(R)
AutoCAD SHX Text
OFL 17A(R)
AutoCAD SHX Text
TURNTABLE FROG
AutoCAD SHX Text
RAIL SWITCH
AutoCAD SHX Text
CRANE RAIL STOP
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
EXISTING GROUND
L
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
-5
-5
0+00
1+00
2+00
3+00
3+70.22
EX ELECTRIC
A
6" CA
P381 24" DRAINAGE
EX ELECTRIC
(TO BE DEMOLISHED)
6"CA
EX ELECTRIC
(TO BE DEMOLISHED)
2'-0" COVER (MIN)
DRY DOCK #1
UTILITY TUNNEL
P381 10" SSWR
EX 12" STRM
MH 380A
B
6" CA
6" CA
FINISHED GRADE
H O
R
B
E N
D
H O
R
B
E N
D
EX ELECTRIC, LOWERED 1'
V E
B
N
D
SEE DETAIL C5 ON SHEET
CS509 FOR SLAB DETAIL FOR
SHALLOW UTILITIES
SEE NOTE 1
CRANE RAIL
GRADE BEAMS
PROVIDE SLEEVE
THROUGH CRANE
RAIL GRADE
BEAMS
EX ELECTRIC
EX ELECTRIC
NEW 12" FW
H O
R
B
E N
D
NEW 10" FW
SEE DETAIL C5 ON SHEET
CS509 FOR SLAB DETAIL
FOR SHALLOW UTILITIES
SEE NOTE 1
H O
R
B
E N
D
H O
R
B
E N
D
V E
N
D
P381 AC ELECTRIC
P381 DC ELECTRIC
P381 AC ELECTRIC
P381 DC ELECTRIC
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
-5
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
-5
-5
0+00
0+61.24
EX ELECTRIC
EX STMH 378
MH 378A
6" CA
EXISTING GROUND
FINISHED GRADE
0+00 0+82.29
BUILDING
P381 12" DRAINAGE
3" CA
SUBSTATION
WALL
SEE DETAIL C5 ON SHEET
CS509 FOR SLAB DETAIL FOR
SHALLOW UTILITIES
SEE NOTE 1
P381 1" HPA
(6.625" O.D.)
X
M
H
H O
R
B
E N
D
H O
R
B
E N
D
CHEEK WALL
FINISHED GRADE
2'-0" COVER (MIN)
P381 DC ELECTRIC
P381 DC ELECTRIC
P381 AC ELECTRIC
MC201
12823739
C O
M P
R E
S S
O
F I L
E
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
M
E
U s h a r e d b i m c i v i l d c i v i l M
C
C
O M
P R
E S
S E
D
A
O
F I L E d
Y O
M
E
C
O M
P R
E S
S E
D
A
O
F I
O
T T
E D
T u e s d a y
F e b r u a r y
E
R b c u l l i n a n
D E
P A
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M E
T
V
Y
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
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G
C
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M A
N D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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SEAL
OF
N A
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F
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N G
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T I C
DRAWFORM REVISION: 07 AUG 2018
P
M
U L T
I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
NBJ
DSN
1604959
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
DRWDES CHK
CONSTR. CONTR. NO.
SCALE:
A / E INFO
C A
P I T
A L
I M
P R
O V
E M
E N
T
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
I R
G I N
I A
P O
R T
S M
O U
V
I P
Y A
R D
K I T
T E
R Y
M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
SCALE: HOR - 1" = 20', VERT - 1" = 4'
C3
COMPRESSED AIR PROFILE SUBSTATION TO DD1N
MC106
SCALE: HOR - 1" = 20', VERT - 1" = 4'
COMPRESSED AIR PROFILE
MC106
A1
SCALE: HOR - 1" = 20', VERT - 1" = 4'
COMPRESSED AIR PROFILE - SUBSTATION
MC106
A3
GENERAL NOTES:
1. MINIMUM COVER ABOVE COMPRESSED AIR IS 2 FEET.
SECTIONS OF PIPE WITH LESS THAN 2 FEET OF COVER
SHALL HAVE REINFORCED SLAB ABOVE.
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
HIGH PRESSURE STEAM KEYNOTES
1 PROVIDE PRECAST CONCRETE HIGH PRESSURE STEAM
MANHOLE, MH 378A
2 PROVIDE 3" PRE-ENGINEERED HIGH PRESSURE STEAM
3 PROVIDE 6" PRE-ENGINEERED HIGH PRESSURE STEAM
4 PROVIDE PRECAST CONCRETE HIGH PRESSURE STEAM
MANHOLE, MH 378B
5 PROVIDE PRECAST CONCRETE HIGH PRESSURE STEAM
MANHOLE, MH 380A
6 CONNECT 3" PREFAB HIGH PRESSURE STEAM TO EXISTING
HIGH PRESSURE STEAM MANHOLE
7 PROVIDE 12' X 6' X 12' EXPANSION LOOP
8 PROVIDE 17' X 8.5' X 17' EXPANSION LOOP
9 PROVIDE 8' X 4' X 8' EXPANSION LOOP
10 PROVIDE ANCHOR 3.5' FROM MANHOLE
11 PROVIDE ANCHOR 7' FROM STEAM OPENING TO DD1N TUNNEL
12 ENLARGE EXISTING HIGH PRESSURE STEAM OPENING TO DD1N
TUNNEL WALL FOR NEW HIGH PRESSURE STEAM PREFAB PIPE
13 CONNECT TO EXISTING 6" HIGH PRESSURE STEAM INSIDE DD1
TUNNEL, SEE GENERAL NOTE 5
14 REFER TO MT102 FOR CONTINUATION
15 USE PIPE BENDS AS REQUIRED FOR PIPE ROUTING
16 PROVIDE SLEEVE THROUGH CRANE RAIL GRADE BEAM
17 PROVIDE PRECAST CONCRETE HIGH PRESSURE STEAM
MANHOLE, MH 3563
18 PROVIDE 6' X 3' X 6' EXPANSION LOOP
GENERAL NOTES:
NO PARKING
0+78
0+00
4+62
0+00
2+00
3+00
4+00
C2
M-513
C3
M-513
C2
M-514
M-514
C5
C3
M-514
MH 378A
MH 378B
MH 3563
MH 380A
SEE PROFILE C5
ON SHEET MT201
SEE PROFILE C2
ON SHEET MT201
SEE PROFILE C5
ON SHEET MT201
GENERAL NOTES:
1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN FOR
CLARITY. THE CONTRACTOR SHALL REFER TO THE COMPOSITE
UTILITY DRAWINGS, DISCIPLINE SPECIFIC DRAWINGS, AND
EXISTING CONDITIONS DRAWINGS FOR UTILITIES LOCATED
ADJACENT TO THE WORK BEING PERFORMED.
2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES. PROTECT
UTILITIES TO REMAIN.
3. REQUEST UTILITY OUTAGE PRIOR TO PERFORMING ANY WORK
IN ACCORDANCE WITH SPECIFICATION SECTION 01 14 00.00 02.
4. HIGH PRESSURE UNDERGROUND, DIRECT BURY PIPING SHALL
BE PRE-ENGINEERED DOUBLE CONTAINMENT SYSTEM WITH
LOW POINT LEAK DETECTION SYSTEM
5. CONFIRM INVERT ELEVATION OF HPS ENTERING DD1 PRIOR TO
INSTALLATION OF NEW CONNECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
M
E
U s h a r e d b i m c i v i l d c i v i l M
T
H
I G
H
P
R E
S S
U R
E
S
T E
A
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E
H
I G
H
P
R E
S S
U R
E
S
T E
A
N
T
U R
N O
O
T T
E D
T u e s d a y
F e b r u a r y
E
R b c u l l i n a n
D E
P A
R T
M E
T
V
Y
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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F
A C
I L I T
I E
S
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N G
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R I N
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C
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M A
N D
S Y
M D
E S
C R
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N D
A T
E A
P P
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SEAL
OF
N A
V A
L
F
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G
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M A
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DRAWFORM REVISION: 07 AUG 2018
CHECK GRAPHIC SCALE BEFORE USING
P
M
U L T
I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
KEY PLAN
GRAPHIC SCALE
NBJ
DSN
1604959
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
DRWDES CHK
CONSTR. CONTR. NO.
SCALE:
A / E INFO
C A
P I T
A L
I M
P R
O V
E M
E N
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K I T
T E
R Y
M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
1" = 20'
20' 0 20' 40'
MT108
12823818
H I G
H
P
R E
S S
U R
E
S
T E
A
N
T
U R
N O
U T
PLAN
NORTH
HIGH PRESSURE STEAM PLAN - TURNOUT - TURNOUT & EXISTING PUMP WELL AREA
SCALE: 1" = 20'
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
6"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
1 1/2"COND
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
CA
AutoCAD SHX Text
CA
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308A
AutoCAD SHX Text
GATE
AutoCAD SHX Text
45A UNABLE TO ACCESS
AutoCAD SHX Text (A)
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
UNKNOWN TRENCH NO ELECTRONIC SIGNALS DETECTED
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
6-1/2' CHAIN LINK (HIGH VOLTAGE AREA)
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
MP
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
TURNTABLE FROG
AutoCAD SHX Text
RAIL SWITCH
AutoCAD SHX Text
CRANE RAIL STOP
AutoCAD SHX Text
CRANE RAIL STOP
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
VSP (SEWER VALVE CONN.)
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
0+00
0+78.01
EX ELECTRIC
6" HPS - 12.75" O.D.
MH 378A
RIM: 9.59
EX STMH 378
RIM: 9.52
EXISTING
GRADE
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
EXPANSION
LOOP
SEE DETAIL C5 ON SHEET
CS509 FOR SLAB DETAIL FOR
SHALLOW UTILITIES
SEE NOTE 1
A N
C H
O R
P381 AC ELECTRIC
P381 DC ELECTRIC
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
-5
-5
0+00 1+00
2+00
3+00
4+00
4+62.30
MH 378A
RIM: 9.59
6" HPS - 12.75" O.D.
P381 24" DRAINAGE
FINISHED GRADE
EX ELECTRIC
EX 12" STRM
P381 10" SEWER
MH 380A
RIM: 9.62
6" HPS - 12.75" O.D.
EX ELECTRIC
(TO BE DEMOLISHED)
EX ELECTRIC
(TO BE DEMOLISHED)
2'-0" COVER (MIN)
DRY DOCK #1
UTILITY TUNNEL
MH 378B
RIM: 9.44
EXISTING GRADE
A N
C H
O R
A N
C H
O R
A N
C H
O R
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
EXPANSION LOOP
EXPANSION
LOOP
CRANE RAIL
GRADE BEAMS
MH 3563
RIM: 9.87
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
EXPANSION
LOOP
SEE DETAIL C5 ON SHEET
CS509 FOR SLAB DETAIL FOR
SHALLOW UTILITIES
SEE NOTE 1
V E
N
D
V E
N
D
PROVIDE SLEEVE THROUGH
CRANE RAIL GRADE BEAMS
EX ELECTRIC
P381 AC ELECTRIC
P381 DC ELECTRIC
LOWER EXISTING ELECTRIC
CROSSING 1'
A N
C H
O R
SEE DETAIL C5 ON SHEET CS509
FOR SLAB DETAIL FOR SHALLOW
UTILITIES. SEE NOTE 1
2'-0" COVER
(MIN)
1'-0" COVER
(MIN)
EX DC ELECTRIC
EX DC ELECTRIC
P381 12" FW
P381 12" FW
P381 12" FW
EX 12" STRM
EX 12" STRM
A N
C H
O R
H O
R
B
E N
D
6" HPS - 12" O.D.
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
EXPANSION
LOOP
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
P381 AC ELECTRIC
P381 AC ELECTRIC
P381 AC ELECTRIC
P381 DC ELECTRIC
NEW 10" FW
NEW 12" FW
NEW 12" FW
GENERAL NOTES:
1. MINIMUM COVER ABOVE HIGH PRESSURE STEAM IS 2
FEET. SECTIONS OF PIPE WITH LESS THAN 2 FEET OF
COVER SHALL HAVE REINFORCED SLAB ABOVE.
MT201
12823819
H I G
H
P
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S S
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T E
O
F I L
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D
2 3 4 5
1 2 3 4 5
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F I
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U s h a r e d b i m c i v i l d c i v i l M
T
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T u e s d a y
F e b r u a r y
E
R b c u l l i n a n
D E
P A
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M E
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EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 07 AUG 2018
P
M
U L T
I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
NBJ
DSN
1604959
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
DRWDES CHK
CONSTR. CONTR. NO.
SCALE:
A / E INFO
C A
P I T
A L
I M
P R
O V
E M
E N
T
C
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E N
A V
A L
S
T A
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N
N
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F O
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I A
P O
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S M
O U
V
I P
Y A
R D
K I T
T E
R Y
M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
SCALE: HOR - 1" = 20', VERT - 1" = 4'
HIGH PRESSURE STEAM PROFILE -EX SM378 TO MH 308B
C2
MT108
SCALE: HOR - 1" = 20', VERT - 1" = 4'
HIGH PRESSURE STEAM PROFILE - DRYDOCK NO. 1 UTILITY TUNNEL TO MH 3563
C5
MT108
A
M E
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A
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AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
OIL
LSL
PI
ZIC
ZSO
ZSC
PSL
PSH
ON-OFF
PS
ZIC
ZSO
ZSC
ZI
AI
ZC
DO
ZI
AI
ZC
DO
ZI
AI
ZC
DO
M M M
OV
OV
OV
OC
DO
GA
DI
COMPRESSOR MOTOR
120 GALLON MAIN AIR
RECEIVER
CONTROL
PANEL
40HP
M
MAIN POWER
3 / 60 / 460V
COMPONENTS MOUNTED ON
MAIN AIR RECEIVER
S
S
F
R
2" CA
2" CA
INTAKE SCREEN
PS-S-01
INTAKE SCREEN
PS-S-02
EMERGENCY
BYPASS
ASW INTAKE ASSEMBLY
HYDROBURST CLEANING SYSTEM SEQUENCE OF OPERATION
1. SWITCH AUTO SETTING:
1.1.1 AFTER 24 HOURS OF RUNTIME, AIR BURST CLEANING WILL BE PERFORMED. THE
SEQUENCE FOR AIR BURST CLEANING IS BELOW:
a.) SCREEN 1 (S-01) ISOLATION VALVE (OV-01) WILL MODULATE FULLY CLOSED.
b.) S-01 COMPRESSOR MANIFOLD CONTROL VALVE WILL OPEN FOR 5 MINUTES.
c.) S-01 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE FULLY CLOSED.
d.) S-01 ISOLATION VALVE (OV-01) WILL MODULATE FULLY OPEN.
e.) SCREEN 2 (S-02) ISOLATION VALVE (OV-02) WILL MODULATE FULLY CLOSED.
f.) S-02 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE OPEN FOR 5
MINUTES.
g.) S-02 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE FULLY CLOSED.
h.) S-02 ISOLATION VALVE (OV-02) WILL MODULATE FULLY OPEN.
1.2 AUTOMATIC CONTROL
1.2.1 WHEN THE SUMP LOW LEVEL (LSL-01) SWITCH IS ACTIVATED, AN AIR BURST CLEANING
WILL BE PERFORMED. THE SEQUENCE FOR AIR BURST CLEANING IS BELOW:
a.) S-01 ISOLATION VALVE WILL MODULATE CLOSED.
b.) S-01 COMPRESSOR MANIFOLD CONTROL VALVE WILL OPEN FOR 5 MINUTES.
c.) S-01 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE FULLY CLOSED.
d.) S-01 ISOLATION VALVE (OV-01) WILL MODULATE FULLY OPEN.
e.) SCREEN 2 (S-02) ISOLATION VALVE (OV-02) WILL MODULATE FULLY CLOSED.
f.) S-02 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE OPEN FOR 5
MINUTES.
g.) S-02 COMPRESSOR MANIFOLD CONTROL VALVE WILL MODULATE FULLY CLOSED.
h.) S-02 ISOLATION VALVE (OV-02) WILL MODULATE FULLY OPEN.
1.2.2 IF AFTER BOTH S-01 AND S-02 HAVE UNDERGONE AIR BURST CLEANING AND THE
SUMP LOW LEVEL SWITCH (LSL-01) IS STILL ACTIVATED, AN ALARM AND NOTIFICATION
WILL BE GENERATED ON THE HUMAN MACHINE INTERFACE (HMI) AND AIR BURST
CLEANING WILL BE REPEATED.
1.2.3 IF AFTER THE SECOND AIR BURST CLEANING THE SUMP LOW LEVEL SWITCH (LSL-01)
IS STILL ACTIVATED, ANOTHER ALARM AND NOTIFICATION WILL BE GENERATED ON
THE HMI.
1.3 EMERGENCY BYPASS INTAKE CONTROL
1.3.1. IF AT ANY POINT THE SUMP LOW LOW LEVEL SWITCH (LSLL-01) IS ACTIVATED AN
ALARM AND NOTIFICATION WILL BE GENERATED ON THE HMI AND THE EMERGENCY
BYPASS INTAKE VALVE (OV-03) WILL MODULATE OPEN.
1.3.2 THE EMERGENCY BYPASS VALVE OV-03 SHALL REMAIN OPEN UNTIL THE SUMP LOW
LEVEL SWITCH (LSL-01) IS NO LONGER ACTIVATED. AT THIS POINT THE EMERGENCY
BYPASS VALVE WILL CLOSE UNLESS OVERRIDDEN TO REMAIN OPEN.
2. SWITCH MANUAL SETTING:
2.1 MANUAL OPERATION
2.1.1 WHEN THE OPERATOR TURNS THE HAND-OFF-AUTO (HOA) SWITCH TO HAND
MODE BOTH S-01 AND S-02 AIRBURST MANIFOLD CONTROL VALVES WILL
MODULATE OPEN. WHEN THE SWITCH IS RETURNED TO OFF VIA SPRING
LOADED RETURN OR AUTO POSITION MANUALLY THE COMPRESSOR
MANIFOLD CONTROL VALVES WILL MODULATE CLOSED.
3. AIR COMPRESSOR AND RECEIVER TANK CONTROL
3.1 THE COMPRESSOR WILL OPERATE AS NEEDED TO MAINTAIN A PRESSURE OF
150 PSI IN THE 120 GALLON RECEIVER TANK AS MEASURED BY THE TANK
PRESSURE SENSOR AND CONTROLLED BY THE PRESSURE SWITCH.
3.2 IF THE TANK PRESSURE SENSOR MEASURES 175 PSI OR GREATER THE
SAFETY VALVE WILL BE OPENED, AND AN ALARM AND NOTIFICATION WILL BE
GENERATED ON THE HMI. THE SAFETY VALVE WILL CLOSE WHEN THE TANK
REACHES A PRESSURE OF 175 PSI.
4. HOUSE AIR EMERGENCY BACKUP CONTROL
4.1 THE SUPPLIED HOA SWITCH FOR EACH INTAKE SOLENOID VALVE SHALL BE USED IN
CONJUNCTION WITH A MANUAL AIR BURST USING HOUSE AIR.
4.2 PLACE THE AIR COMPRESSOR SOLENOID VALVE IN HAND. OPEN THE MANUAL
ISOLATION VALVE FOR HOUSE AIR SERVING THE TANK. PRESS AND HOLD THE SWITCH
FOR 5 SECONDS FOR A MANUAL AIR BURST. REPEAT AS REQUIRED.
PUMP STATION DECK
REMOTE
OPERATOR
ROD
ASSEMBLIES
TYP. OF 3
REMOTE
ACTUATOR
REMOTE
ACTUATOR
REMOTE
ACTUATOR
18" ASW TO
ASW INTAKE
SUMP
AIR COMPRESSOR
PS-AC-01
MC701
COMPRESSED AIR SCHEMATIC
CA (BACKUP)
2" CA
PS-OV-01
PS-OV-03
PS-OV-02
NC
GENERAL NOTES
1. REFER TO PM003 FOR SYMBOLS AND ABBREVIATIONS.
K
IT
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R Y
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A
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M O
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H
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IN
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IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET
NAVFAC DRAWING NO.
OF
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
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F A
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C A
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IM
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N A
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T A
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F O
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IA
P -3
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U L T
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IS
S
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N
D R
Y D
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DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
LBT/LBL
NBJ
EJA
DSN
SCALE: AS SHOWN
CHKDRWDES
CONSTR. CONTR. NO.
EPROJECT NO.: 1604959
C
U se rs
P u b lic
D o c u m e n ts
L o c a l_ R e v it
F ile s\ D
R Y
D S
W
TR
-1
-M te n v id
.r v t
/1
/2
:0
:0
A
M
P U
M P
S T
A T
IO
N
H
Y D
R O
B U
R S
T A
IR
C
O M
P R
E S
S O
R S
C H
E M
A T
IC
PM704
TJE DFA VAK
12823462
499 1029
SCALE: N.T.S. A3
HYDROBURST AIR COMPRESSOR SCHEMATIC
PM704 CONTROL POINTS LIST
ABBREVIATION NUMBER POINT DESCRIPTION ASSOCIATED EQUIPMENT
P&ID
NUMBER
SIGNAL
TYPE
SOFTWARE POINTS
COMMENTS
ALARM TREND
SCADA
MONITORING
GA 01 GENERAL ALARM AIR COMPRESSOR
(PS-AC-01)
PM704 DI Yes Yes Yes 1
OC 01 ON/OFF CONTROL AIR COMPRESSOR
(PS-AC-01)
PM704 DO Yes Yes No
ZC 01 POSITION CONTROL ASW INTAKE STRUCTURE PM704 DO No No No
ZC 02 POSITION CONTROL ASW INTAKE STRUCTURE PM704 DO No No No
ZC 03 POSITION CONTROL ASW INTAKE STRUCTURE PM704 DO No No No
ZI 01 POSITION INDICATE ASW INTAKE STRUCTURE PM704 AI Yes Yes No
ZI 02 POSITION INDICATE ASW INTAKE STRUCTURE PM704 AI Yes Yes No
ZI 03 POSITION INDICATE ASW INTAKE STRUCTURE PM704 AI Yes Yes No
COMMENTS:
1. POINTS ARE MONITORED BY THE DEWATERING PUMPING STATION CONTROL PANEL (DCP) THEN REPORTED BACK TO THE POWER PLANT (B72).
A
M E
N D
M E
N T
/1 /2
V
M G
A
M E
N D
M E
N T
/2 /2
V
M G
A
M E
N D
M E
N T
/1 /2
V
M G
A3
UM301
UE-PWT-2UE-PWT-1
PW
FILTER
CYLINDER
PW
FILTER
CYLINDER
CARBON
FILTER
(VENDOR
SKID)
SAND
FILTERS
D
D.4 E F
3.3
5.3
ION
EXCHANGE
CONDUCTIVITY
METER
A3
UM302
4 4
A2
UM303
1/2" NI
MATERIAL LIFT
UE-ML1
STAIR
UE-ST1
COOLING TOWER
SUPPORT
EQUIPMENT
UE-301
STAIR
UE-ST2
1/2" NI
1/2" NI
C
UE-DHW-HX-1
UE-V-25
NO
UE-V-24
NC
UE-ST-4
UE-ST-3UE-ST-1
UE-ST-2
UE-V-6
NC
UE-V-9
NO
UE-V-12
NC
UE-V-26
NC
UE-V-3
NO
UE-V-16
NO
UE-V-15
NO
UE-V-23
NO
C4
UM303
A4
UM303
UE-CT-1A-VFD
UE-CT-1B-VFD
UE-CT-2-VFD UE-CT-3A-VFD
UE-CT-3B-VFD
UE-CT-4-VFD
UE-SF-2
UE-P-2 UE-P-4
UE-SF-4
UE-P-3
UE-P-1
UE-SF-1
UE-SF-3
A2
UM506
2 1/2" LPS
3/4" LPC
BOP: 1' - 0"
8" ASWS
8" ASWS
8" ASWR
1 1/2" ASWR
A S
W S
8" ASWS
1 1/2" NaOCL
2" VENT
2" VENT
2" VENT
1 1/2" ASWR
8" ASWS
8" ASWS
8" ASWS
1 1/2" ASWR
8" ASWS
8" ASWS
10 12
4 4
UE-DD1N-OV-8
UE-DD1N-OV-6
UE-DD1N-OV-06
UE-DD1N-OV-08
UE-DD1N-OV-09
UE-DD1N-OV-10
UE-DD1W-OV-09
UE-DD1W-OV-10
1" DR
1" DR
1" DR
2" SUCTION
1 1/2" ASWR
2" SUCTION
2" SUCTION
1/2" REF(L)
1" REF(V)
1" REF(V)
1/2" REF(L)
BOP: 7' - 10"
BOP: 9' - 2"
BOP: 9' - 0"
1 1/2" NaOCL
8" ASWS
8" ASWS
1 1/2" NaOCL
UE-FT-01N
UE-FT-01W
UE-BAS-CT1
UE-BAS-CT2 UE-BAS-CT3
UE-BAS-CT4
22 2
GENERAL NOTES
1. BOD AND BOP ELEVATIONS ARE
RELATIVE TO THE ASSOCIATED
FLOOR ELEVATION.
2. REFER TO UM207 FOR PURE
WATER PIPING.
KEY PLAN
K
IT
T E
R Y
M
A
IN
E P
O R
T S
M O
U T
H N
A V
A L S
H
IP
Y A
R D
CHECK GRAPHIC SCALE BEFORE USING
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET
NAVFAC DRAWING NO.
OF
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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C O
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DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
LBT/LBL
NBJ
EJA
DSN
SCALE: AS SHOWN
CHKDRWDES
CONSTR. CONTR. NO.
EPROJECT NO.: 1604959
C
U se rs
P u b lic
D o c u m e n ts
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P L A
N
UM204
TJE DFA VAK
12823615
652 1029
PLAN NORTH
SCALE: 1/4" = 1'-0"
UTILITY ENCLOSURE - THIRD FLOOR PIPING PLAN
KEYNOTES
1" DRAIN FROM SIDE STREAM FILTRATION SKID TO FLOOR
DRAIN.
8" ASWS DISTRIBUTION DOWN TO SECOND FLOOR. REFER
TO DRAWING UP103 FOR CONTINUATION.
8" ASWR UP FROM SECOND FLOOR. PIPE RISER CONTINUES
UP TO MEZZANINE LEVEL PLATFORM. REFER TO DRAWING
UM203 FOR CONTINUATION OF PIPE TO FLOOR BELOW.
PROVIDE 8" ASWS PIPING FROM 3,000 GALLON BUFFER
TANK TO SUCTION SIDE OF CIRCULATION PUMP. ROUTE
BOTTOM OF ASWS PIPE ELEVATION APPROXIMATELY 2'-0"
ABOVE FINISHED FLOOR FROM TANK OUTLET TO PUMP
SUCTION.
PROVIDE 1/2" NI PIPING AND ISOLATION VALVE. NI PIPING
DOWNSTREAM OF ISOLATION VALVE TO BE PROVIDED AS A
BID OPTION. REFER TO BID OPTION 003. REFER TO UM712
FOR NITROGEN BLANKET FIT UP.
ROUTE 3/4" CA LINE FROM FLOOR BELOW. PROVIDE 3/4" CA
SERVICE CONNECTION WITH VALVE AND CAP 3'-0" ABOVE
FINISHED FLOOR FOR GENERAL USE.
PROVIDE 2-1/2" LPS TO HEAT EXCHANGER, UE-DHW-HX-1.
3/4" LPC DOWN TO SECOND FLOOR FROM HEAT
EXCHANGER, UE-DHW-HX-1.
4" VENT UP TO ROOF FROM CONDENSATE PUMP SKID,
UE-CRU-1, LOCATED ON UTILITY ENCLOSURE TUNNEL.
4" OVERFLOW DRAIN DOWN FROM CONNECTION TO SUMP
TANK.
REFER TO UM203 FOR CONTINUATION OF PIPE.
REFER TO UM205 FOR CONTINUATION OF PIPE.
SIDE STREAM FILTRATION SKID - REFER TO CENTRIFUGAL
SIDE STREAM FILTER SCHEDULE ON DRAWING UM601 FOR
DETAILS.
REFRIGERANT PIPING FROM UE-AHU-1 UP TO UE-ACCU-1 ON
ROOF.
REFRIGERANT PIPING FROM UE-AHU-2 UP TO UE-ACCU-2 ON
ROOF.
REFRIGERANT PIPING FROM UE-CRAC-1 UP TO UE-ACCU-3
ON ROOF.
1/2" NI UP FROM SECOND FLOOR.
2" VENT UP FROM CHEMICAL FEED STATION TO THIRD
FLOOR.
SODIUM HYPOCHLORITE (NaOCL) CHEMICAL FEED STATION.
REFER TO MS704.
CHEMICAL INJECTION INTO ASW SYSTEM. REFER TO DETAIL
B2 ON UM505 AND MS704.
CONTROL PANEL FOR CHEMICAL FEED STATION.
4' 0' 4' 8'
1/4" = 1'-0"
A
M E
N D
M E
N T
/0 /2
V
M G
A
M E
N D
M E
N T
/1 /2
V
M G
KEYNOTES
ASW SYSTEM CONTROL WORKSTATION.
PROVIDE WORKSTATION AND HMI
TOUCH SCREEN AS OUTLINED IN
SPECIFCATIONS 25.00.00.00 25 ASW
CONTROL.
THE FOUR BAS PANELS SHOWN SHALL
HOUSE ALL COOLING TOWER AND ASW
RELATED CONTROLLORS WITHIN THE
UTILITY ENCLOSOURE. THE CONTROL
WORKSTATION AND HMI SCREEN SHALL
BE LOCATED NEAR COLUMN 4.
K
IT
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M A
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M
ID
-A
T L A
N T
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET
NAVFAC DRAWING NO.
OF
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
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IL
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IN
E
E R
IN
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C O
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A N
D
C A
P
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A L
I M
P R
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DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
LBT/LBL
NBJ
EJA
DSN
SCALE: AS SHOWN
CHKDRWDES
CONSTR. CONTR. NO.
EPROJECT NO.: 1604959
C
U se rs
P u b lic
D o c u m e n ts
L o c a l_ R e v it
F ile s\ D
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S H
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T
O F
UM602
TJE DFA VAK
12823630
667 1029
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER TRANE, MODEL NUMBER TTA30044C.
2. BASIS OF DESIGN IS MANUFACTURER TRANE, MODEL NUMBER TTA15044D.
3. PROVIDE WITH CURB SUPPORT, 18" MIN HEIGHT. COORDINATE ROOF CURB WITH ROOF SLOPING TO MOUNT EQUIPMENT LEVEL.
4. PROVIDE WITH EPOXY-COATED COIL FOR CORROSION PROTECTION.
UE-ACCU-2 UE-AHU-02 150 150 12.0 HERMETIC SCROLL 2 2 2 45.0 R410A 9.8 1 1 1,100 45 40 52 450 460 3 26.0 35 2,3,4
UE-ACCU-1 UE-AHU-01 318 296 11.7 HERMETIC SCROLL 2 1 1 45.0 R410A 29.8 2 1 1,100 51 93 46 857 460 3 49.0 60 1,3,4
TAG
UNIT
SERVED
TYPE QUANTITY
NO OF
CIRCUITS
NO OF
STAGES
SUCTION
TEMP
(F)
REFRIG
TYPE
REFRIG
CHARGE/
CIRCUIT
NO OF
FANS
HP
(EACH)
MOTOR
RPM
HEIGHT
(IN)
WIDTH
(IN)
LENGTH
(IN)
OPERATING
WEIGHT
(LBS)
VOLTS PHASE MCA MOP
UNIT IDENTIFICATION CONDENSING
UNIT
CAPACITY
(MBH)
COOLING
CAPACITY
(MBH)
EER
COMPRESSORS CONDENSER FANS PHYSICAL CHARACTERISTICS ELECTRICAL
NOTES
AIR COOLED CONDENSING UNIT SCHEDULE
NOTES:
1. BASIS OF DESIGN MANUFACTURER AND MODEL: TRANE CSAA025
2. BASIS OF DESIGN MANUFACTURER AND MODEL: TRANE CSAA010
3. AIR HANDLING UNIT MUST BE PROVIDED WITH ALL STAINLESSS STEEL INTERNALS.
4. PROVIDE WITH EPOXY-COATED COIL FOR CORROSION PROTECTION.
5. AHU FAN VFDS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
6. UNIT MUST BE INSTALLED ON 6" EQUIPMENT PAD. REFER TO PLANS FOR ADDITIONAL INFORMATION.
UE-AHU-2
EQUIPMENT
ROOM [UE-201]
SECOND &
THRID FLOOR
5,400 450 1.21 1 5.39 7.5 2,342 1.21 3.56 5.0 2,273 2,318 75.5 61.5 101.1
PLEATED
MEDIA
8 0.556 177.77 129.34 80.80 67.26 59.00 56.88 0.709 R-410A TBD 460 3 13.75 15.00 460.00 3 10.25 15.00 2,3,4,5,6
UE-AHU-1
EQUIPMENT
ROOM [UE-201]
LOAD CENTER
[UE-101]
11,700 500 1.58 1 9.37 10.00 1,766 1.09 8.28 10 1,923 3,761 61.5 80.0 190.1
PLEATED
MEDIA
8 0.528 313.33 249.52 80.40 66.93 61.01 58.59 0.552 R-410A TBD 480 3 17.50 30.00 480.00 3 13.75 20.00 1,3,4,5,6
HEIGHT
(IN)
WIDTH
(IN)
LENGTH
(IN)
VOLTS PHASE MCA MOP VOLTS PHASE MCA MOP
TAG LOCATION AREA SERVED
SUPPLY
AIR
(CFM)
OUTSIDE
AIR
(CFM)
ESP
(IN-WG)
QTY. BHP HP
SPEED
(RPM)
ESP
(IN-WG)
BHP HP
SPEED
(RPM)
OPERATING
WEIGHT (LBS)
MAXIMUM UNIT DIMENSIONS
FILTER TYPE
MERV
RATING
MAX APD
(IN-WG)
TOTAL
CAPACITY
(MBH)
SENSIBLE
CAPACITY
(MBH)
EDB
(F)
EWB
(F)
LDB
(F)
LWB
(F)
MAX APD
(IN-WG)
REFRIG
TYPE
REFRIG
CHARGE
SUPPLY FAN CIRCUIT RETURN FAN CIRCUIT
UNIT IDENTIFICATION AIRFLOW SUPPLY FAN EXHAUST FAN PHYSICAL CHARACTERISTICS FILTER DX COOLING COIL ELECTRICAL
NOTES
AIR HANDLING UNIT SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER PRECISION COILS, MODEL NUMBER SS58F01H06-37.5X36-RH.
2. BASIS OF DESIGN IS MANUFACTURER PRECISION COILS, MODEL NUMBER SS58F01H06-19.5X30-RH.
3. COIL MUST BE RATED FOR SEA COAST SERVICE.
UE-RHC-2 UE-AHU-2 106.1 22 30 1 6 FLAT 5,400 59.3 77.4 1,152 0.15 15.0 10.0 111.3 3.1 33 2, 3
UE-RHC-1 UE-AHU-1 215.3 38 36 1 6 FLAT 11,700 64.0 81.0 1,248 0.17 15.0 10.0 225.6 7.2 54 1, 3
TAG UNIT SERVED
TOTAL
CAPACITY
(MBH)
HEIGHT
(IN)
LENGTH
(IN)
NUMBER
OF ROWS
FIN
DENSITY
(FINS/IN)
FIN TYPE
HEATING
AIRFLOW
(CFM)
EDB
(F)
LDB
(F)
FACE
VELOCITY
(FPM)
MAX APD
(IN-WG)
CV INLET
PRESSURE
(PSIG)
COIL INLET
PRESSURE
(PSIG)
STEAM
LOAD
(LBS/HR)
COND.
CAPACITY
(LBS/HR)
UNIT IDENTIFICATION COIL STEAM
OPERATING
WEIGHT
(LBS.)
NOTES
DUCT MOUNTED STEAM HEATING COIL SCHEDULE
NOTES:
1. BASIS OF DESIGN MANUFACTURER IS GREENHECK, MODEL NUMBER QEID-24-75-B30.
2. BASIS OF DESIGN MANUFACTURER IS GREENHECK, MODEL NUMBER SE1-8-426-D.
3. BASIS OF DESIGN MANUFACTURER IS GREENHECK, MODEL NUMBER SQ-60-D.
4. BASIS OF DESIGN MANUFACTURER IS GREENHECK, MODEL NUMBER SQ-80-G.
5. PROVIDE MERV 8 FILTER SECTION UPSTREAM OF FAN.
6. STARTER OR CONTROLLER IS PROVIDED BY MECHANICAL CONTRACTOR.
7. PROVIDE WITH WEATHERHOOD AND GRAVITY DAMPER.
8. REFER TO BID OPTION 003.
9. VFD PROVIDED BY ELECTRICAL CONTRACTOR.
UE-SF-1 LOWER LEVEL TUNNEL 200 200 0.25 SPEED CONTROLLER CENTRIFUGAL INLINE N/A N/A 1,300 0.03 1/20 1,300 DIRECT 120 1 49 4, 5, 6
UE-EF-4 IT ROOM [UE-202] 70 70 0.25 SPEED CONTROLLER CENTRIFUGAL INLINE N/A N/A 1,416 0.02 1/40 1,550 DIRECT 120 1 30 3, 6
UE-EF-3 FIRE PUMP [UE-102] 250 240 0.10 STARTER SIDEWALL N/A N/A 1,550 0.010 1/40 1,550 DIRECT 120 1 30 2, 6, 7
UE-EF-2
COMPRESSOR ROOM
[UE-203] 10,000 9,745 0.475 VFD MIXED FLOW 1 4 1,170 2.49 3 2,120 DIRECT 480 3 653 1, 8, 9
UE-EF-1
COMPRESSOR ROOM
[UE-203] 10,000 9,745 0.475 VFD MIXED FLOW 1 4 1,170 2.49 3 2,120 DIRECT 480 3 653 1, 8, 9
TAG UNIT/ AREA SERVED TYPE
FAN
CLASS
ARRANGEMENT
SPEED
(RPM)
BHP HP
SPEED
(RPM)
DRIVE
TYPE
VOLTS PHASE
UNIT IDENTIFICATION
MAX
AIRFLOW
(CFM)
MIN
AIRFLOW
(CFM)
ESP
(IN-WG)
CONTROL
FAN WHEEL FAN MOTOR ELECTRICAL
OPERATING
WEIGHT
(LBS.)
NOTES
FAN SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER LIEBERT, MODEL NUMBER PFD037ACAL1.
2. PROVIDE WITH CURB SUPPORT, 18" MIN HEIGHT. COORDINATE ROOF CURB WITH ROOF SLOPE TO MOUNT THE UNIT LEVEL.
3. PROVIDE LOW AMBIENT OPERATIONAL KIT.
4. PROVIDE WITH FACTORY, EPOXY-COATED COIL FOR CORROSION PROTECTION. COIL COLOR MUST BE BLACK AND MUST BE PROTECTED FROM SOLAR UV DEGRADATION WITH FACTORY-APPLIED UV TOPCOAT.
UE-ACCU-3 UE-CRAC-1 36
DIGITAL
SCROLL
1 1 46.0 R410A 1 0.75 31 19 48 244 460 3 7.6 15 1,2,3,4
TAG UNIT SERVED TYPE
NO OF
CIRCUITS
NO OF
STAGES
SUCTION
TEMP
(F)
REFRIG TYPE NO OF FANS
HP
(EACH)
HEIGHT
(IN)
WIDTH
(IN)
LENGTH
(IN)
OPERATING
WEIGHT
(LBS)
VOLTS PHASE FLA OPD
UNIT IDENTIFICATION
CAPACITY
(MBH)
COMPRESSORS CONDENSER FANS PHYSICAL CHARACTERISTICS ELECTRICAL
NOTES
COMPUTER ROOM AIR CONDITIONING CONDENSING UNIT
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER: LIEBERT, MODEL NUMBER MT036HE1A0D405.
2. PROVIDE WITH LOCKING TYPE FACTORY MOUNTED DISCONNECT SWITCH.
3. PROVIDE DUAL FLOAT CONDENSATE PUMP ASSEMBLY WITH 7.5 GPM AT 10 FEET OF HEAD CAPACITY. CONDENSATE PUMP TO BE FIELD MOUNTED AND INSTALLED BY CONTRACTOR PER MANUFACTURER REQUIREMENTS.
UE-CRAC-1 IT ROOM [UE-202] 3.0 1,350 0.5 0.75 1 32.4 28.0 80.0 66.7 75.0 61.0 ELECTRIC 25.2 DISPOSABLE 8 SPLIT SYSTEM 24 31 58 328 480 3 11.5 15 1, 2, 3
TAG ROOM SERVED
AIRFLOW
(CFM)
ESP
(IN-WG)
HP
NO OF
FANS
TOTAL
CAPACITY
(MBH)
SENSIBLE
CAPACITY
(MBH)
EDB
(F)
EWB
(F)
LDB
(F)
LWB
(F)
TYPE
TOTAL
CAPACITY
(MBH)
TYPE
EFFICIENCY
(MERV)
HEIGHT
(IN)
WIDTH
(IN)
LENGTH
(IN)
OPERATING
WEIGHT
(LBS.)
VOLTS PHASE FLA OPD
UNIT IDENTIFICATION
NOMINAL
CAPACITY
(TONS)
FAN DX COOLING COIL REHEAT SECTION FILTER
CONFIG
PHYSICAL CHARACTERISTICS ELECTRICAL
NOTES
COMPUTER ROOM AIR CONDITIONING EVAPORATOR UNIT
A
M E
N D
M E
N T
/2 /2
V
M G
A
M E
N D
M E
N T
/1 /2
V
M G
K
IT
T E
R Y
M
A
IN
E P
O R
T S
M O
U T
H N
A V
A L S
H
IP
Y A
R D
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET
NAVFAC DRAWING NO.
OF
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
C A
P
IT
A L
IM
P
R O
V E
M E
N T
C O
R E
N A
V A
L S
T A
T
IO
N N
O R
F O
LK
, V
IR
G
IN
IA
P -3
M
U L T
I- M
IS
S
IO
N
D R
Y D
O C
K
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
LBT/LBL
NBJ
EJA
DSN
SCALE: AS SHOWN
CHKDRWDES
CONSTR. CONTR. NO.
EPROJECT NO.: 1604959
C
U se rs
P u b lic
D o c u m e n ts
L o c a l_ R e v it
F ile s\ D
R Y
D S
W
TR
-1
-M te n v id
.r v t
/1
/2
:2
:3
P
M
U T
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N C
L O
S U
R E
P
U R
E W
A T
E R
S C
H E
D U
L E
S
UM606
TJE DFA VAK
12823634
671 1029
NOTES:
1. 6" LONG X 6" OD FILTER DISTRIBUTER ELEMENT ON INTERIOR OF VESSEL 2" FNPT CONNECTION 100 MICRON NOMINAL
2. MIN (4) 1 1/2" FNPT CONNECTIONS SLOPED AT 15 DEGREES ON CENTRAL HUB WITH (4) 1 1/2" MNPT 100 MICRON WIRE
WOUND FILTER ELEMENTS TO BLOCK RESIN FROM WATER OUTLET CONNECTION
N6 20 SPECIAL SPECIAL 1/4" WALL SPECIAL Manway
N5 1/2 COUPLING 3000# HALF COUPLING - Coupling
N4 2 CL150 RF WN 30S RF Resin Inlet
N3 2 CL150 RF WN 160S RF Resin Outlet
N2 2 CL150 RF WN 40S RF Water Outlet 2
UE-DT-1 &
UE-DT-2
N1 2 CL150 RF WN 40S RF Water Inlet 1
N7 24 Custom 3/16" Flat Manway
N6 1 1/4 Cl150 LJ 10s RF Tank Inlet
N5 2 CL150 RF WN 10s RF Nitrogen overlay
N4 2 CL150 RF WN 10s RF Tank Vent
N3b 3/4 CL150 RF WN 10s RF Level Indicator
N3a 3/4 CL150 RF WN 10s RF Level Indicator
N2 1/2 CL150 RF WN 10s RF Sample Line
UE-PWT-1 &
UE-PWT-2
N1 2 CL150 LJ 10s RF Pump Suction/Outlet
VESSEL TAG NOZZLE TAG
UNIT IDENTIFICATION
SIZE
(IN)
TYPE SCH FACE SERVICE NOTES
VESSEL NOZZLE SCHEDULE
NOTES:
1. REFER TO VESSEL NOZZLE SCHEDULE FOR NOZZLE TYPES AND SIZES
2. VESSEL LEG SKIDS TO BE COMPATIBLE WITH STANDARD FORKLIFT TINE DISTANCE...
UE-DT-1 UE-PW 235 YES 36 69 VERTICAL PW 100 / 0 140 0 400 304/304L 125 SKIDDED LEGS 1,510 1,2
UE-DT-1 UE-PW 235 YES 36 69 VERTICAL PW 100 / 0 140 0 400 304/304L 125 SKIDDED LEGS 1,510 1,2
UE-PWT-2 UE-PW 5,000 YES 84 222 HORIZONTAL PW 15 / FV 20 -40 200 316/316 L 125 SADDLE 8,800 1
UE-PWT-1 UE-PW 5,000 YES 84 222 HORIZONTAL PW 15 / FV 20 -40 200 316/316 L 125 SADDLE 8,800 1
TAG
SYSTEM
SERVED
MIN MAX
UNIT IDENTIFICATION
VOLUME
(GAL)
ASME
CONSTRUCTION
DIAMETER
(IN OD)
HEIGHT /
LENGTH
(IN)
ARRANGEMENT
SYSTEM
FLUID
DESIGN
PRESS
MAX/MIN
(PSIG)
TEST
PRESS
(PSIG)
TEMP RATING (DEG F)
MOC
INTERIOR
SURFACE
FINISH
(µin Ra)
SUPPORT TYPE
EMPTY
WEIGHT
(LBS)
NOTES
PURE WATER VESSELS SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER FRISTAM FPR 722
2. WETTED MATERIALS 316/316L SS
3. DUTY/STANDBY STATUS SET BY CONTROL SYSTEM
4. PUMP VFDS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
UE-PWP-2 PW STANDBY CENTRIFUGAL DIRECT 2" CL150 RF VFD PURE WATER <140 36.0 116 50 74 <12 2.9 5 3,500 480 3 120 1,2,3,4 UE-PWP-1 PW DUTY CENTRIFUGAL DIRECT 2" CL150 RF VFD PURE WATER <140 36.0 116 50 74 <12 2.9 5 3,500 480 3 120 1,2,3,4
TAG
SYSTEM
SERVED
REDUNDANCY FLUID TYPE
FLUID
TEMP
(F)
FLOW
(GPM)
PUMP
HEAD
(FT)
OVERLOAD
FLOW
(GPM)
MIN
EFFICIENCY
BHP HP
SPEED
(RPM)
VOLTS PHASE
UNIT IDENTIFICATION
PUMP TYPE
COUPLING
TYPE
END
CONNECTIONS
CONTROL
PERFORMANCE
PUMP MIN
FLOW
(GPM)
PUMP MOTOR ELECTRICAL
OPERATING
WEIGHT
(LBS.)
NOTES
PURE WATER PUMP SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER 3M, MODEL EB-1GH1 SUPER AUTOKLEAN
2. BASIS OF DESIGN IS MANUFACTURER NORMAN FILTER, 4545TD-10PL-DR-1
3. DUAL FILTER ELEMENT
UE-NF-2 PWT-2 10 SCFM 316 SS 1/2" 1/2" FNPT 40-80 316 SS, CELLULOSE <1 1,3
UE-NF-1 PWT-1 10 SCFM 316 SS 1/2" 1/2" FNPT 40-80 316 SS, CELLULOSE <1 1,3
UE-PWF-3 PW 75 GPM 316 SS 2" 2" FNPT 40-80 316 SS <15 1,2
UE-PWF-2 PW 75 GPM 316 SS 2" 2" FNPT 40-80 316 SS <15 1,2
UE-PWF-1 PW 75 GPM 316 SS 2" 2" FNPT 40-80 316 SS <15 1,2
TAG
SYSTEM
SERVED
BODY
MOC
INLET SIZE
(IN)
OUTLET
SIZE
(IN)
CONNECTION
TYPE
PARTICLE
RETENTION
(MICRON)
ELEMENT MATERIAL
DESIGN DP
(PSIG)
UNIT IDENTIFICATION
FLOW
FILTER DATA
NOTES
PURE WATER SYSTEM FILTER SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER JORDAN VALVE MODEL 695X.
2. PROVIDE CONTROL VALVE WITH NPT CONNECTION TYPE.
PW-PRV-2 UTILITY ENCLOSURE [UE-301] UE-PWT-2 0.35 5.0 NITROGEN 200 1.5 316 SS 1/2" 1,2
PW-PRV-1 UTILITY ENCLOSURE [UE-301] UE-PWT-1 0.35 5.0 NITROGEN 200 1.5 316 SS 1/2" 1,2
TAG LOCATION SERVICE Cv
CAPACITY
(SCFM)
FLUID
TYPE
INLET
PRESSURE
(PSIG)
SETPOINT
PRESSURE
(PSIG)
MOC SIZE NOTES
TANK BLANKETING VALVES
NOTES:
1. BASIS OF DESIGN MANUFACTURER IS KROHNE OPTISONIC 3400
2. PROVIDE WITH 316 STAINLESS STEEL METER BODY MATERIAL.
3. PROVIDE FLOW METER WITH FLANGED CONNECTIONS.
UE-PW-FE-01
UTILITY ENCLOSURE
[UE-301]
PW ULTRASONIC 40 0 60 2" 2" 24VDC 1,2,3
TAG SERVICE LOCATION FLUID TYPE
MEASURING
METHOD
MAX
DESIGN
FLOW
(GPM)
MINIMUM
READABLE
FLOW (GPM)
MAX
READABLE
FLOW (GPM)
METER SIZE
(INCHES)
EXISTING
PIPE SIZE
(INCHES)
ELECTRICAL NOTES
PURE WATER FLOW METER SCHEDULE
NOTES:
1. BASIS OF DESIGN IS MANUFACTURER PROTECTOSEAL F17800
2. PROVIDE 316 SS VALVE CONSTRUCTION.
3. PROVIDE FLANGED CONNECTION
RV-2
UTILITY ENCLOSURE
[UE-301]
UE-PWT-2 42" W.C. 10 CFM NITROGEN 1.00 2" 1,2,3
RV-1
UTILITY ENCLOSURE
[UE-301]
UE-PWT-1 42" W.C. 10 CFM NITROGEN 1.00 2" 1,2,3
TAG LOCATION SERVICE
PRESSURE
SETTING
MINIMUM
RELIEF
CAPACITY
FLUID
TYPE
INLET
PRESSURE
(PSI)
SIZE NOTES
NITROGEN CONSERVATION VENT SCHEDULE
NOTES:
1. BASIS OF DESIGN MANUFACTURER IS ROSEMOUNT MODEL 400 SENSOR WITH 1056 ANALYZER/TRANSMITTER.
2. PROVIDE WITH STAINLESS STEEL METER BODY MATERIAL.
3. PROVIDE TRANSMITTER WITH RELAY OUTPUT AND PROGRAMMABLE ALARM SETPOINT
UE-PW-AE-02
UTILITY ENCLOSURE
[UE-301]
PW 0.01 1 200 0.01 3/4" 120VAC 1,2,3
TAG SERVICE LOCATION FLUID TYPE
CELL
CONSTANT
(1/CM)
ALARM SETPOINT
CONDUCTIVITY
(μS/CM)
MAX READABLE
CONDUCTIVITY
(μS/CM)
MIN READABLE
CONDUCTIVITY
(μS/CM)
CONNECTION
SIZE
(INCHES)
ELECTRICAL NOTES
PURE WATER CONDUCTIVITY METER SCHEDULE
NOTES:
1. BASIS OF DESIGN MANUFACTURER IS ROSEMOUNT 3051T
2. PROVIDE WITH STAINLESS STEEL BODY MATERIAL.
3. PROVIDE WITH NPT CONNECTIONS.
4. CONTROL SYSTEM TO CORRELATE PRESSURE WITH TANK LEVEL/VOLUME VIA TANK MANUFACTURER STRAPPING TABLE
UE-PW-PIT-01
UTILITY ENCLOSURE
[UE-301]
PW -14.7 - 150 1 3/4" 4-20mA 24VDC 1,2,3
UE-PW-LIT-02
UTILITY ENCLOSURE
[UE-301]
PW -14.7 - 30 1 3/4" 4-20mA 24VDC 1,2,3,4
UE-PW-LIT-01
UTILITY ENCLOSURE
[UE-301]
PW -14.7 - 30 1 3/4" 4-20mA 24VDC 1,2,3,4
TAG SERVICE LOCATION FLUID TYPE
PRESSURE
RANGE
(PSIG)
ACCURACY
+/- % OF SPAN
CONNECTION
SIZE
ANALOG
SIGNAL
ELECTRICAL NOTES
PURE WATER PRESSURE TRANSMITTERS SCHEDULE
NOTES:
1. BASIS OF DESIGN ASSUMED TO USE SAND FILTERS, CARBON FILTERS, AND PARALLEL DEIONIZATION BOTTLE BANKS TO MEET REQUIREMENTS
2. SYSTEM VISUAL CLARITY MUST HAVE NO TURBITY, OIL, SEDIMENT, OR RESIN BEADS.
3. SYSTEM MUST BE CAPABLE OF PREVENTING DISTRIBUTION OF WATER THAT EXCEEDS CONDUCTIVITY REQUIREMENTS.
UE-PW-SK-1
UTILITY ENCLOSURE
[UE-301]
75 6.0-8.0 1.0 0.1 0.2 0.1 2.0 1,2,3
TAG SERVICE LOCATION
FLOWRATE
(GPM)
pH @ 25°C
MAXIMUM
CONDUCTIVITY
(μS/CM @ 25°C)
MAXIMUM
CHLORIDE
(PPM)
MAXIMUM
SILICA
(PPM)
MAXIMUM
HALOGENATED
ORGANICS
(PPM)
MAXIMUM
TOTAL
ORGANIC
CARBON (PPM)
NOTES
PURE WATER PRETREATMENT SYSTEM REQUIREMENTS
A
M E
N D
M E
N T
/2 /2
V
M G
A
M E
N D
M E
N T
/1 /2
V
M G
1 1
| M-514 |
| MA105 HIGH PRESSURE AIR PLAN |
| MC201 COMPRESSED AIR PROFILE |
| MT108 HIGH PRESSURE STEAM PLAN - TURNOUT |
| MT201 HIGH PRESSURE STEAM PROFILE |
| PM704 |
| UM204 |
| UM602 |
| UM606 |
| 2021-02-19T12:57:12-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:29-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:31-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:46-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:46-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T12:57:47-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:01:11-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:01:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:01:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:01:31-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:01:31-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:03:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:03:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:03:03-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-19T13:03:03-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .