Amendment 0002 - RM13-1458_amend_002_revdwgs_20211222.pdf
PDF 3 MB Posted
- Solicitation number
- N4008521R0272
About this file
This document package includes engineering drawings and specifications for a replacement caisson for Dry Dock #1 at Portsmouth Naval Shipyard in Kittery, Maine. The project requires steel fabrication of the new caisson including mechanical and electrical systems, installation in the dry dock, and testing. Construction will primarily occur offsite with delivery to the shipyard for final testing. The existing caisson will then be removed, demolished and disposed of including hazardous materials handling. The solicitation number is N4008521R0272 for this work to be performed for the Department of the Navy Naval Facilities Engineering Command.
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PHS MDNJAH
SCALE: 3/16" = 1'-0"
ELEVATION - CENTERLINE PROFILE A4OA101
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SHOWN FOR REFERENCE
GENERAL NOTES:
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SEE MECHANICAL DRAWINGS FOR EXACT SIZES.
CL
12852153
MUSHROOM VENTILATOR RELIEF
TRIM TANK VENT
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ELECTRIC ACTUATOR
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VALVE MANUAL ACTUATOR
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MAIN/TRIM TANK EQUALIZING
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10"Ø PIPING
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HANGING LIGHTS (TYP)
MAIN TANK VENT
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(TYP)
HVAC
SWITCHBOARDS
ELECTRICAL ENCLOSURE
BRANCH PANEL
(TYP)
SAFETY SWITCHES
(TYP)
FIRE ALARM
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TRANSFORMERS
SHORE POWER CONNECTION
DEWATERING
PUMP MOTOR
(TYP)
SUPERFLOOD PUMP MOTOR
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SUPERFLOOD PUMP 16"Ø
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DSN
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SCALE: 3/16" = 1'-0"
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GENERAL NOTES:
1. SIZE OF FLOOD VALVES AND PUMPS ARE SCHEMATIC.
SEE MECHANICAL DRAWINGS FOR EXACT SIZES.
2. AS-DESIGNED DENSITY OF CONCRETE IS 173 PCF.
DENSITY TO BE FINALIZED AFTER AS-BUILT WEIGHT OF
GATE (STEEL AND EQUIPMENT) HAS BEEN DETERMINED.
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DSN
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PHS MDNJAH
12852158
SCALE: 3/8" = 1'-0"
SECTION - SUMP FOR DEWATERING PUMP INTAKE A4OA402
CL
CONCRETE BALLAST
6' -3
BASELINE (TOP OF KEEL PLATE)
SCALE: 3/8" = 1'-0"
SECTION - TYPICAL B4OA402
CL
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VA
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2"
1"
0 3" 6"
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4' -6
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TOP OF CONCRETE
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CL
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-3
BASELINE (TOP OF KEEL PLATE)
TOP OF CONCRETE
1 1/8"
SCALE: 6" = 1'-0"
DETAIL B5OA403
#4 BAR SPACED 24" OC
L4 x 4 x 3/8"
(ALL AROUND)
2"
7"
45°
2"
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(ALL AROUND)
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SIZE AND LOCATION WITH
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Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
08/30/21
-OS304
C A
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DO.
BF 180mm x 10mm
DO.
DO.
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DO.
C5
OS303
B1
OS501
C3
OS501
L6x4x1/2 SLV
DOCKING SUPPORT
STRUCTURE SEE
SHEET OS510 FOR
MORE INFORMATION
A3
OS102
OS101, OS203
SECTION - WT BKHD - FR 3
SCALE: 3/8"=1'-0 A2
6" LAP MIN, TYP
3/8 TYP
1" TYP
2" TYP
OS302, OS304 A4DETAIL
SCALE: 3"=1'-0
3" = 1'-0" 4"
3"
2"
1"
0 6" 1'
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OS304
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FB 5x1/2
BKHD PL
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C4
OS304
OS304 C4DETAIL
SCALE: 3"=1'-0
TYP
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TYP
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WTHR DECK BOP
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OPER DECK BOP
EL 23.00
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
MOLDED PL LINE
EL 8.50
BASELINE T/KEEL
EL 0.00
BASELINE T/KEEL
EL 0.00
A4
OP302
A2
OP302
A4
OP303
FR 0 FR 1-1 FR 2-1 FR 3-1 FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2FR 4-2FR 5-2
/8
/4
ACCESS HATCH (TYP.)
15V-23 (BEYOND)
16V-24
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10V-6
6V-10
10 V-8
5 V-9 4 P-3
13 V-17
14 V-18
18 V-25
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DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
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_H a ro ld
.F ri b e rg st a n te c
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:4
:3 P
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OP301
KWS PRP BES
12852214
OP101SCALE: 3/16" = 1'-0" A3
PROCESS LONGITUDINAL SECTION
4' 0' 4' 8' 12' 16'
3/16" = 1'-0"
KEYNOTES:
GENERAL NOTES:
1. FOR GENERAL AND PROCESS MECHANICAL NOTES SEE
DRAWING OP001.
2. MINIMUM CLEAR SPACING BETWEEN PUMP/MOTOR AND
VALVE ACTUATORS SHALL BE 1'-3". COORDINATE WITH
PUMP/MOTOR, VALVE AND VALVE ACTUATOR
MANUFACTURERS TO PROVIDE EQUIPMENT WITH
PROPER ORIENTATION TO ACHIEVE THIS MINIMUM
SPACING.
3. REFER TO STRUCTURAL DRAWINGS FOR PUMP
FOUNDATION PLANS AND DETAILS.
4. FOR DETAILS SEE DRAWINGS OP501, OP502, OP503 AND
OP504.
1 PROVIDE MAIN TANK VENT 12"Ø PIPING AND DIP TUBE.
PROVIDE GOOSENECK FITTING WITH BIRD SCREEN AT
WEATHER DECK. CUT DIP TUBE TO EXACT PIPE LENGTH
AFTER CAISSON SUBMERGENCE TEST/DOCK TRIALS.
2 PROVIDE TRIM TANK VENT 10"Ø PIPING AND DIP TUBE.
PROVIDE GOOSENECK FITTING WITH BIRD SCREEN AT
WEATHER DECK. CUT DIP TUBE TO EXACT PIPE LENGTH
AFTER CAISSON SUBMERGENCE TEST/DOCK TRIALS.
3 PROVIDE DEWATERING PUMP, BASEPLATE, 12"Ø DISCHARGE
COLUMN, IMPELLER BOWL ASSEMBLY, SUCTION INLET WITH
FLANGED END, INTAKE STRAINER, SUPPORTS AND MOTOR
ASSEMBLY.
4 PROVIDE SUPERFLOOD PUMP, BASEPLATE, 16"Ø DISCHARGE
COLUMN, IMPELLER BOWL ASSEMBLY, SUCTION INLET WITH
FLANGED END, SUPPORTS AND MOTOR ASSEMBLY.
5 PROVIDE SUPERFLOOD 16" CHECK VALVE, SUPPORTS AND
GASKETS.
6 PROVIDE SUPERFLOOD 16" BUTTERFLY VALVE, ELECTRIC
ACTUATOR, FLOOR STAND, STUFFING BOX, STEM, GUIDE
BEARINGS, SUPPORTS AND GASKETS.
7 PROVIDE SUPERFLOOD 16"Ø 90° ELBOW.
8 PROVIDE SUPERFLOOD 16"Ø PIPING.
10 PROVIDE FLOOD THROUGH 18"Ø BUTTERFLY VALVE,
ELECTRIC ACTUATOR, FLOOR STAND, STUFFING BOX, STEM,
GUIDE BEARINGS, SUPPORTS AND GASKETS.
11 PROVIDE FLOOD THROUGH 18" X 16" TEE FITTING AND
GASKETS BETWEEN FLANGE CONNECTIONS.
13 PROVIDE MAIN TANK FLOOD 10"Ø GATE VALVE, MANUAL
HANDWHEEL ACTUATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
14 PROVIDE MAIN TANK FLOOD 10"Ø BUTTERFLY VALVE, MANUAL
HANDWHEEL ACTUATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
15 PROVIDE TRIM TANK FLOOD 8"Ø GATE VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
16 PROVIDE TRIM TANK FLOOD 8"Ø BUTTERFLY VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
17 PROVIDE TANK EQUALIAING 10"Ø PIPING.
18 PROVIDE TANK EQUALIZING 10"Ø GATE VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
9 PROVIDE SUPERFLOOD PUMP DISCHARGE VENT 2"Ø PIPING.
12 PROVIDE FLOOD THROUGH 18" X 18" TEE FITTING AND
GASKETS BETWEEN FLANGE CONNECTIONS.
A
D
JU
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P
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E
B A
L L
A S
T
/2
/2
K W
S
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
BASELINE T/KEEL
EL 0.00
A3
OP301
A
C L
ACCESS HATCH AND LADDER
17 V-23
18 V-24
20V-26
UNIVERSAL JOINT, TYP.
C12x25 OR W8x58 (TYP.)
VALVE STEM GUIDE (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
BASELINE T/KEEL
EL 0.00
A3
OP301
A
C L
ACCESS HATCH AND LADDER
3 P-2
5 V-15
6 V-16
12V-19
13V-20
3' - 0"
VALVE STEM GUIDE (TYP.)
C12x25 OR W8x58 (TYP.)
UNIVERSAL JOINT (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
/8
CHECK GRAPHIC SCALE BEFORE USING
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
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E N
G
IN
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R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
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N , N
O R
FO
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IR
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IN
IA
F Y
S P
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IA
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P R
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C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
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P
LA
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N T
F
A B
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IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:4 P
M
P R
O C
E S
S S
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S
H E
E T
O
F
OP302
KWS PRP BES
12852215
SCALE: 1/4" = 1'-0" OP101 A2
SECTION
SCALE: 1/4" = 1'-0" OP101 A4
SECTION
4' 0' 4' 8'
1/4" = 1'-0"
KEYNOTES:
GENERAL NOTES:
1. FOR GENERAL AND PROCESS MECHANICAL NOTES SEE
DRAWING OP001.
2. MINIMUM CLEAR SPACING BETWEEN PUMP/MOTOR AND
VALVE ACTUATORS SHALL BE 1'-3". COORDINATE WITH
PUMP/MOTOR, VALVE AND VALVE ACTUATOR
MANUFACTURERS TO PROVIDE EQUIPMENT WITH PROPER
ORIENTATION TO ACHIEVE THIS MINIMUM SPACING.
3. REFER TO STRUCTURAL DRAWINGS FOR PUMP
FOUNDATION PLANS AND DETAILS.
4. FOR DETAILS SEE DRAWINGS OP501, OP502, OP503 AND
OP504.
1 PROVIDE MAIN TANK VENT 12"Ø PIPING AND DIP TUBE.
PROVIDE GOOSENECK FITTING WITH BIRD SCREEN AT
WEATHER DECK. CUT DIP TUBE TO EXACT PIPE LENGTH
AFTER CAISSON SUBMERGENCE TEST/DOCK TRIALS.
2 PROVIDE TRIM TANK VENT 10"Ø PIPING AND DIP TUBE.
PROVIDE GOOSENECK FITTING WITH BIRD SCREEN AT
WEATHER DECK. CUT DIP TUBE TO EXACT PIPE LENGTH
AFTER CAISSON SUBMERGENCE TEST/DOCK TRIALS.
3 PROVIDE DEWATERING PUMP, BASEPLATE, 12"Ø DISCHARGE
COLUMN, IMPELLER BOWL ASSEMBLY, SUCTION INLET WITH
FLANGED END, INTAKE STRAINER, SUPPORTS AND MOTOR
ASSEMBLY.
4 PROVIDE MAIN TANK DEWATERING 12" PIPING.
5 PROVIDE MAIN TANK DEWATERING 12" CHECK VALVE,
SUPPORTS AND GASKETS.
6 PROVIDE MAIN TANK DEWATERING 12" GATE VALVE,
ELECTRIC ACTUATOR, FLOOR STAND, STUFFING BOX, STEM,
GUIDE BEARINGS, SUPPORTS AND GASKETS.
11 PROVIDE MAIN TANK FLOOD 10"Ø PIPING.
12 PROVIDE MAIN TANK FLOOD 10"Ø GATE VALVE, ELECTRIC
ACTUATOR, FLOOR STAND, STUFFING BOX, STEM, GUIDE
BEARINGS, SUPPORTS AND GASKETS.
13 PROVIDE MAIN TANK FLOOD 10"Ø BUTTERFLY VALVE,
ELECTRIC ACTUATOR, FLOOR STAND, STUFFING BOX, STEM,
GUIDE BEARINGS, SUPPORTS AND GASKETS.
16 PROVIDE TRIM TANK FLOOD 8"Ø PIPING.
17 PROVIDE TRIM TANK FLOOD 8"Ø GATE VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
18 PROVIDE TRIM TANK FLOOD 8"Ø BUTTERFLY VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
19 PROVIDE MAIN/TRIM TANK EQUALIZING 10"Ø PIPING.
20 PROVIDE TANK EQUALIZING 10"Ø GATE VALVE, MANUAL
HANDWHEEL OPERATOR, FLOOR STAND, STUFFING BOX,
STEM, GUIDE BEARINGS, SUPPORTS AND GASKETS.
10 PROVIDE MAIN TANK FLOOD 10"Ø INLET SCREEN.
15 PROVIDE TRIM TANK FLOOD 8"Ø INLET SCREEN.
7 PROVIDE MAIN TANK DEWATERING 12"Ø INLET SCREEN.
8 PROVIDE MAIN TANK DEWATERING 12"Ø HINGED BLIND
FLANGE.
9 PROVIDE MAIN TANK FLOOD 10"Ø HINGED BLIND FLANGE.
14 PROVIDE TRIM TANK FLOOD 8"Ø HINGED BLIND FLANGE.
1 1
A
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IP
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B A
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A S
T
/2
/2
K W
1"x6" ROLLED PLATE PIPE SLEEVE
(1 SIZE LARGER THAN OUTSIDE
SURFACE OF PIPE OD)
BULKHEAD PLATE
SCH 40
1"x6" ROLLED PLATE PIPE
SLEEVE (1 SIZE LARGER THAN
OUTSIDE SURFACE OF PIPE OD)
BULKHEAD
OD
WT
WT
5/16
5/16
5/16
5/16
1"
5"
WT
WT
5/16
5/16
5/16
5/16
HULL PLATE
SCH 80 BETWEEN VALVE
AND HULL, TYPICAL
HULL
1"x6" ROLLED PLATE PIPE
SLEEVE (1 SIZE LARGER THAN
OUTSIDE SURFACE OF PIPE OD)
OD
6" 5"
1"
1"x6" ROLLED PLATE PIPE SLEEVE
(1 SIZE LARGER THAN OUTSIDE
SURFACE OF PIPE OD)
1"x6" ROLLED
PLATE PIPE
SLEEVE
VENT PIPE
OPERATIONS
DECK
WT, T&B
WT
WEATHER
DECK
1/4 T&B
1/4
1/4
1/4
10"Ø GATE VALVE
10"Ø PIPING
WATERTIGHT BULKHEAD
VALVE STEM
CL ELEV = 7' - 2"
BOX OUT CONCRETE BALLAST
FOR PIPE SUPPORT
INSTALLATION, 3" MIN CLEAR
ALL AROUND. LEVEL WITH NON-
SHRINK GROUT, SEE NOTE 3.
10"Ø PIPE SUPPORT
10" TANK EQUALIZING PIPE
SUPPORTED BY CUT OUT
THRU BULKHEAD
3/8
(4) 7/8"Ø EPOXY ADHESIVE
ANCHORS WITH LEVELING NUTS
AND ANCHOR NUTS, SEE NOTE 2.
8" MIN EMBEDMENT DEPTH
3" MIN
TRIM TANKMAIN TANK PIPE FLANGE SUPPORTS ON
BALLAST SURFACE. PROVIDE
TEMPORARY SUPPORT PRIOR TO
POURING OF BALLAST (TYP.)
CONCRETE BALLAST
SIDE
NOTES:
1. WHILE CAISSON IS ACTIVELY BEING FLOODED OR DEWATERED, CROSS-CONNECT VALVES MAY BE OPENED TO EFFECTIVELY CONNECT TRIM TANKS TO THE MAIN TANK. HOWEVER, BOTH CROSS-CONNECT VALVES SHALL BE SECURED IF FLOODING/DEWATERING PROCESS IS PAUSED.
2. DRILL AND INSTALL TWO-COMPONENT INJECTABLE HIGH STRENGTH EPOXY RESIN ADHESIVE WITH 7/8" DIA. HOT DIPPED GALVANIZED STEEL THREADED ROD, NUTS AND WASHERS. REFER TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS FOR STORAGE, PREPARATION OF
CONCRETE SURFACE, DRILL SIZE DIAMETER AND INSTALLATION OF EPOXY ADHESIVE SYSTEM.
3. FOLLOWING INSTALLATION OF PIPE SUPPORT, FILL IN BOX-OUT AND LEVEL WITH NON-SHRINK, NON-METALLIC GROUT. NON-SHRINK SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 5,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTMC109.
4. PRIOR TO INSTALLATION OF GROUT, COAT ALL METAL PIPE SUPPORT SURFACES, AS SPECIFIED.
FRONT
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
5/16
10"Ø PIPE
WATERTIGHT BULKHEAD
BOX OUT CONCRETE BALLAST
FOR PIPE SUPPORT
INSTALLATION, 3" MIN CLEAR
ALL AROUND. LEVEL WITH NON-
SHRINK GROUT, SEE NOTE 3.
10"Ø PIPE SUPPORT
(4) 7/8"Ø EPOXY ADHESIVE
ANCHORS WITH LEVELING NUTS
AND ANCHOR NUTS, SEE NOTE 2.
PIPE FLANGE SUPPORTS ON
BALLAST SURFACE. PROVIDE
TEMPORARY SUPPORT
PRIOR TO POURING OF
BALLAST (TYP.)
CONCRETE BALLAST
10"Ø GATE VALVE
VALVE STEM
8" MIN EMBEDMENT DEPTH
3" MIN
S Y
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D A
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A
P P
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
K
IT
T E
R Y
M
A
IN
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O R
T S
M O
U T
H N
A V
A L S
H
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IE
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IN
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R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
O
N , N
O R
FO
LK
V
IR
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IN
IA
F Y
S P
E C
IA
L
P R
O
JE
C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
R
IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:3
:2 P
M
B A
L L A
S T
F
L O
O D
-T H
R O
U G
H S
Y S
T E
M S
D E
T A
IL
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S
H E
E T
O
F
OP502
KWS PRP BES
12852218
SCALE: 3/4" = 1'-0" C2
TYPICAL BULKHEAD PLATE
PENETRATION DETAIL
SCALE: 3/4" = 1'-0" A2
TYPICAL HULL PLATE PENETRATION
DETAIL
SCALE: 1 1/2" = 1'-0" A4
TYPICAL VENT PENETRATION DETAIL
1'
9"
6" 0' 1' 2'
3"
1 1/2" = 1'-0"
1' 0' 4'2'1'
3/4" = 1'-0"
OP104SCALE: 3/4" = 1'-0" C4
TANK EQUALIZING DETAIL
A
D
JU
S T
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E Q
P
IP
E
B A
L L
A S
T
/2
/2
K W
SEE DETAIL B3
THIS SHEET
SEE DETAIL B2
THIS SHEET
SEE DETAIL B5
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A5
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL B3
THIS SHEET
SEE DETAIL B2
THIS SHEET
SEE DETAIL B5
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A5
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL C4
ON OP502
SEE DETAIL C4
ON OP502
VALVE STEM GUIDE. SEE
DETAIL C5 ON OP501 (TYP.)
SEE DETAIL C2 ON OP504 FOR W12X50
TO W10X26 GIRDER TO GIRDER
CONNECTION (TYP.)
SEE DETAIL A3
THIS SHEET
SEE DETAIL A3
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A2
THIS SHEET
SEE DETAIL A2 ON OP504 FOR W10X26
TO W10X26 GIRDER TO GIRDER
CONNECTION (TYP.)
SEE DETAIL C4 ON OP504 FOR
BULKHEAD CONNECTION (TYP.)
C12x25 OR W8x58 (TYP.)
NOTE:
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF PIPE SUPPORTS AND VALVE GUIDE BEARINGS.
B (PORT)
A (STB)
1 (FWD)2 (AFT) C
L
9"9" W10 X 26
5/16
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
18"Ø PIPE
2' - 0"
NOTE: SUPPORT IS OFFSET TO AVOID VALVE STEM.
18"Ø BUTTERFLY VALVE
W10 X 26
5/16
DRILL BOLT HOLES
TO MATCH FLANGE
18"Ø PIPE
7/8"
5/16
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
8"Ø BUTTERFLY VALVE
9" W10 X 26
1' - 6"
8"Ø BUTTERFLY VALVE
DRILL BOLT HOLES
TO MATCH FLANGE
8"Ø GATE VALVE
5/16
WELD PLATE AT END OF W10 X 26
TO LEVEL SPAN, FIELD VERIFY
FOR REQUIRED THICKNESS.W10 X 26
9" 9"
5/16
W10 X 26
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
12"Ø PIPE
2' - 0" W10 X 26
DRILL BOLT
HOLES TO
MATCH FLANGE
5/16
12"Ø GATE VALVE
12"Ø CHECK VALVE
12"Ø PIPE
DRILL BOLT HOLES
TO MATCH FLANGE
9"
1/2" PLATE
5/16
10"Ø PIPE
1' - 6"
W10 X 26
SEE DETAIL C2
ON OP504
SEE DETAIL A2
ON OP504
DRILL BOLT HOLES
TO MATCH FLANGE
HULL
10"Ø GATE VALVE
10"Ø PIPE
5/16
10"Ø BUTTERFLY
VALVE
W10 X 26
SEE DETAIL A2
ON OP504
5/16
W10 X 26
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
16"Ø PIPE
W12 FRAMING
2"Ø VENT PIPE
16"Ø BUTTERFLY VALVE 16"Ø CHECK VALVE
5/16
W10 X 26
SEE DETAIL A2
ON OP504
SEE DETAIL C2
ON OP5049" 9"
5/16
W10 X 26
DRILL BOLT HOLES
TO MATCH FLANGE
1/2" PLATE
16"Ø PIPE
2' - 0"
SEE DETAIL A2
ON OP504
SEE DETAIL C2
ON OP504
18"Ø PIPE
3 1/4" (TYP)
3 3/4"
1/2" PLATE
1/4" THICK
NEOPRENE
LINER
1"Ø U-BOLTS
W12 FRAMING
W12 FRAMING
5/16
1/2" PLATE
18"Ø PIPE
1' - 6" 1' - 6"
8"8"
(2) 1"Ø U-BOLTS
CL 18" PIPE
5/16
TYP
5/16 5/16
TYP
1/2" PLATE
5/16
TYP
S Y
M D
E S
C R
IP
TI
O N
D A
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A
P P
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
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N , N
O R
FO
LK
V
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IN
IA
F Y
S P
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IA
L
P R
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C T
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-1 3-
D R
Y D
O C
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C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
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IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:4 P
M
P R
O C
E S
S S
U P
P O
R T
S
S H
E E
T
O F
OP503
KWS PRP BES
12852219
SCALE: 1/4" = 1'-0" C3
PROCESS - PIPE SUPPORTS AND GUIDE BEARINGS
SCALE: 1/2" = 1'-0" A2
TYPICAL 18 INCH PIPE SUPPORT
SCALE: 1/2" = 1'-0" B5
TYPICAL 8 INCH PIPE SUPPORT
SCALE: 1/2" = 1'-0" B2
TYPICAL 12 INCH PIPE SUPPORT
SCALE: 1/2" = 1'-0" B3
TYPICAL 10 INCH PIPE SUPPORT
SCALE: 1/2" = 1'-0" A5
TYPICAL 16 INCH PIPE SUPPORT
SCALE: 1/2" = 1'-0" A3
TYPICAL 18 INCH SADDLE PIPE SUPPORT
A
D
JU
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P
IP
E
B A
L L
A S
T
/2
/2
K W
FR 0 FR 1-1 FR 2-1 FR 3-1 FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2FR 4-2FR 5-2
V-23
V-24
8"Ø TRIM TANK
FLOOD (TYP. OF 2)
10"Ø TRIM TANK VENT/DIP
TUBE (TYP. OF 2)
V-26
P-2
V-16
V-15
V-7
V-8
V-5
V-6
P-4
12"Ø MAIN TANK VENT/DIP
TUBE (TYP. OF 2)
10"Ø MAIN/TRIM TANK
EQUALIZING (TYP. OF 2)
10"Ø MAIN TANK
FLOOD (TYP. OF 2)
16"Ø SUPERFLOOD PUMP
DISCHARGE (TYP. OF 2)
18"Ø FLOOD THROUGH /
SUPERFLOOD (TYP. OF 4)
12"Ø MAIN TANK DEWATERING
PUMP DISCHARGE (TYP. OF 2)
V-21
V-22
V-25
P-1
V-14
V-13
V-2
V-1
V-4
V-3
P-3
V-11 V-12 V-9 V-10
V-17
V-18
V-19
V-20
B (PORT)
A (STB)
1 (FWD)2 (AFT) CL
CHECK GRAPHIC SCALE BEFORE USING
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
O
N , N
O R
FO
LK
V
IR
G
IN
IA
F Y
S P
E C
IA
L
P R
O
JE
C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
R
IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:4 P
M
S Y
S T
E M
D
IA
G R
A M
S
C H
E D
U L E
S
OP601
KWS PRP BES
12852221
P-4 16 SUPERFLOOD VERTICAL TURBINE, AXIAL FLOW PROPELLER ON/OFF
P-3 16 SUPERFLOOD VERTICAL TURBINE, AXIAL FLOW PROPELLER ON/OFF
P-2 12 DEWATERING VERTICAL TURBINE, MIXED FLOW IMPELLER ON/OFF
P-1 12 DEWATERING VERTICAL TURBINE, MIXED FLOW IMPELLER ON/OFF
TAG SIZE (IN) SERVICE TYPE OPERATION
PUMP SCHEDULE
OM301SCALE: 3/16" = 1'-0" C3
PROCESS - SYSTEM DIAGRAM
V-26 10 SIDE 2 TANK EQUALIZING GATE VALVE VARIABLE MANUAL HANDWHEEL
V-25 10 SIDE 1 TANK EQUALIZING GATE VALVE VARIABLE MANUAL HANDWHEEL
V-24 8 SIDE 2 TRIM TANK FLOOD BUTTERFLY VALVE VARIABLE MANUAL HANDWHEEL
V-23 8 SIDE 2 TRIM TANK FLOOD GATE VALVE VARIABLE MANUAL HANDWHEEL
V-22 8 SIDE 1 TRIM TANK FLOOD BUTTERFLY VALVE VARIABLE MANUAL HANDWHEEL
V-21 8 SIDE 1 TRIM TANK FLOOD GATE VALVE VARIABLE MANUAL HANDWHEEL
V-20 10 SIDE 2 MAIN TANK FLOOD BUTTERFLY VALVE VARIABLE MANUAL HANDWHEEL
V-19 10 SIDE 2 MAIN TANK FLOOD GATE VALVE VARIABLE MANUAL HANDWHEEL
V-18 10 SIDE 1 MAIN TANK FLOOD BUTTERFLY VALVE VARIABLE MANUAL HANDWHEEL
V-17 10 SIDE 1 MAIN TANK FLOOD GATE VALVE VARIABLE MANUAL HANDWHEEL
V-16 12 SIDE 2 TANK DEWATERING GATE VALVE VARIABLE MOTOR
V-15 12 SIDE 2 TANK DEWATERING CHECK VALVE OPEN/CLOSE SPRING LOADED
V-14 12 SIDE 1 TANK DEWATERING GATE VALVE VARIABLE MOTOR
V-13 12 SIDE 1 TANK DEWATERING CHECK VALVE OPEN/CLOSE SPRING LOADED
V-12 16 SIDE 2 SUPERFLOOD DISCHARGE BUTTERFLY VALVE VARIABLE MOTOR
V-11 16 SIDE 2 SUPERFLOOD DISCHARGE CHECK VALVE OPEN/CLOSE SPRING LOADED
V-10 16 SIDE 1 SUPERFLOOD DISCHARGE BUTTERFLY VALVE VARIABLE MOTOR
V-9 16 SIDE 1 SUPERFLOOD DISCHARGE CHECK VALVE OPEN/CLOSE SPRING LOADED
V-8 18 SIDE 2 FLOOD/SUPERFLOOD SUCTION B (PORT) BUTTERFLY VALVE VARIABLE MOTOR
V-7 18 SIDE 2 FLOOD/SUPERFLOOD SUCTION A (STBD) BUTTERFLY VALVE VARIABLE MOTOR
V-6 18 SIDE 2 FLOOD/SUPERFLOOD DISCHARGE B (PORT) BUTTERFLY VALVE VARIABLE MOTOR
V-5 18 SIDE 2 FLOOD/SUPERFLOOD DISCHARGE A (STBD) BUTTERFLY VALVE VARIABLE MOTOR
V-4 18 SIDE 1 FLOOD/SUPERFLOOD DISCHARGE B (PORT) BUTTERFLY VALVE VARIABLE MOTOR
V-3 18 SIDE 1 FLOOD/SUPERFLOOD DISCHARGE A (STBD) BUTTERFLY VALVE VARIABLE MOTOR
V-2 18 SIDE 1 FLOOD/SUPERFLOOD SUCTION B (PORT) BUTTERFLY VALVE VARIABLE MOTOR
V-1 18 SIDE 1 FLOOD/SUPERFLOOD SUCTION A (STBD) BUTTERFLY VALVE VARIABLE MOTOR
TAG SIZE (IN) SERVICE TYPE POSITION ACTUATOR
VALVE SCHEDULE
4' 0' 4' 8' 12' 16'
3/16" = 1'-0"
A
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A S
T
/2
/2
K W
MAIN TANK VENT 12"Ø PIPING AND DIP
TUBE. GOOSENECK FITTING WITH BIRD
SCREEN AT WEATHER DECK. (TYP. OF 2)
DEWATERING PUMP MOTOR
AND BASEPLATE (TYP. OF 2)
SUPERFLOOD PUMP MOTOR
AND BASEPLATE (TYP. OF 2)
SUPERFLOOD 16" CHECK VALVE,
BUTTERFLY VALVE AND PIPING (TYP. OF 2)
FLOOD THROUGH 18"Ø BUTTERFLY VALVES,
PIPING AND INLET SCREENS WITH HINGED BLIND
FLANGES (TYP. OF 4)
MAIN TANK FLOOD 10"Ø BUTTERFLY
VALVE, GATE VALVE, PIPING AND
INLET SCREEN (TYP. OF 2)
TRIM TANK FLOOD 8"Ø BUTTERFLY
VALVE, GATE VALVE, PIPING AND
INLET SCREEN (TYP. OF 2)
TRIM TANK VENT 10"Ø PIPING AND DIP
TUBE. GOOSENECK FITTING WITH BIRD
SCREEN AT WEATHER DECK. (TYP. OF 2)
MAIN/TRIM TANK EQUALIZING 10"Ø
PIPING AND GATE VALVE (TYP. OF 2)
SUPERFLOOD PUMP DISCHARGE VENT 2"Ø
PIPING, ISOLATION BALL VALVE, VACUUM
RELIEF VALVE AND RETURN PIPING (TYP. OF 2)
VALVE MANUAL ACTUATOR
WITH HAND WHEEL AND
FLOOR STAND (TYP. OF 10)
VALVE ELECTRIC ACTUATOR
WITH HAND WHEEL AND
FLOOR STAND (TYP. OF 12)
VALVE STEM (TYP. OF 22)
SUPERFLOOD PUMP 16"Ø
DISCHARGE COLUMN,
PROPELLER BOWL ASSEMBLY
AND SUCTION INLET WITH
FLANGED END (TYP. OF 2)
MAIN TANK DEWATERING 12"Ø DISCHARGE
COLUMN, IMPELLER BOWL ASSEMBLY,
SUCTION INLET WITH FLANGED END AND
INTAKE STRAINER (TYP. OF 2)
MAIN TANK DEWATERING 12"Ø
CHECK VALVE, GATE VALVE
AND PIPING (TYP. OF 2)
UNIVERSAL JOINT (TYP. OF 22)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
O
N , N
O R
FO
LK
V
IR
G
IN
IA
F Y
S P
E C
IA
L
P R
O
JE
C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
R
IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:4 P
M
F U
L L S
Y S
T E
M I S
O M
E T
R
IC
OP901
KWS PRP BES
12852222
SCALE: A4
PROCESS - FULL SYSTEM ISOMETRIC
GENERAL NOTES:
1. FOR GENERAL AND PROCESS MECHANICAL NOTES SEE
DRAWING OP001.
2. PIPE SUPPORTS, VALVE STEM GUIDES AND
ASSOCIATED STRUCTURAL MEMBERS ARE NOT SHOWN
FOR CLARITY.
3. FOR DETAILS SEE DRAWINGS OP501, OP502, OP503 AND
OP504.
A
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P
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A S
T
/2
/2
K W
S
8"Ø BUTTERFLY VALVE
VALVE MANUAL ACTUATOR
WITH HAND WHEEL AND
FLOOR STAND (TYP.)
VALVE STEM (TYP.)
VALVE STEM GUIDE (TYP.)
8"Ø PIPE SUPPORT
8"Ø PIPE
8"Ø GATE VALVE
8"Ø PIPE
C12 X 25 (TYP.)
W10 X 26
8"Ø PIPE
8"Ø INLET SCREEN AND
HINGED BLIND FLANGE
UNIVERSAL JOINT (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
SEE DETAIL C2 ON OP504 FOR
W12X50 TO W10X26 GIRDER TO
GIRDER CONNECTION
12"Ø CHECK VALVE
DEWATERING PUMP
MOTOR AND BASEPLATE
VALVE STEM
12"Ø PIPING
DEWATERING PUMP 12"Ø DISCHARGE
COLUMN, IMPELLER BOWL ASSEMBLY
AND SUCTION INLET WITH FLANGED
END AND INTAKE STRAINER
12"Ø GATE VALVE
12"Ø PIPE SUPPORT
12"Ø PIPE
VALVE STEM GUIDE
C12 X 25
VALVE ELECTRIC ACTUATOR WITH
HAND WHEEL AND FLOOR STAND
W10 X 26
12"Ø HINGED
BLIND FLANGE
UNIVERSAL JOINT (TYP.)
SEE DETAIL C2 ON
OP504 FOR W12X50 TO
W10X26 GIRDER TO
GIRDER CONNECTION
SEE DETAIL C4 ON OP504
FOR BULKHEAD CONNECTION
VALVE MANUAL ACTUATOR WITH HAND
WHEEL AND FLOOR STAND (TYP.)
VALVE STEM GUIDE (TYP.)
C12 X 25 (TYP.)
10"Ø GATE VALVE
10"Ø PIPE
VALVE STEM (TYP.)
UNIVERSAL JOINT (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
10"Ø EQUALIZATION
PIPE SUPPORT
W10 X 26 (TYP.) 18"Ø TEE
18"Ø X 16"Ø TEE
18"Ø FLANGE PIPE
SUPPORT (TYP.)
VALVE STEM GUIDE (TYP.)
C12 X 25 (TYP.)
18"Ø PIPE
18"Ø INLET SCREEN AND
HINGED BLIND FLANGE (TYP.)
18"Ø PIPE
18"Ø PIPE18"Ø BUTERFLY VALVE (TYP.)
18"Ø PIPE
VALVE STEM (TYP.)
VALVE ELECTRIC ACTUATOR
WITH HAND WHEEL AND
FLOOR STAND (TYP.)
18"Ø PIPE
18"Ø PIPE
18"Ø PIPE
18"Ø PIPE
UNIVERSAL JOINT (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
18"Ø SADDLE PIPE
SUPPORT (TYP.)
SEE DETAIL C2 ON OP504 FOR
W12X50 TO W10X26 GIRDER TO
GIRDER CONNECTION (TYP.)
SEE DETAIL C4 ON OP504 FOR
BULKHEAD CONNECTION (TYP.)
10"Ø BUTTERFLY VALVE
VALVE MANUAL ACTUATOR
WITH HAND WHEEL AND
FLOOR STAND (TYP.)
VALVE STEM (TYP.)
VALVE STEM GUIDE (TYP.)
10"Ø PIPE SUPPORT 10"Ø PIPE
10"Ø GATE VALVE
C12 X 25 (TYP.)
10"Ø PIPE
W10 X 26
10"Ø INLET SCREEN AND
HINGED BLIND FLANGE
UNIVERSAL JOINT (TYP.)
RIGID SHAFT MID SPAN
FLANGED COUPLER (TYP.)
SEE DETAIL C2 ON OP504 FOR
W12X50 TO W10X26 GIRDER TO
GIRDER CONNECTION (TYP.)
SEE DETAIL A2 ON OP504 FOR
W10X26 TO W10X26 GIRDER
TO GIRDER CONNECTION
16"Ø CHECK VALVE
SUPERFLOOD PUMP
DISCHARGE VENT 2"Ø
VACUUM RELIEF VALVE
SUPERFLOOD PUMP 16"Ø
DISCHARGE COLUMN,
PROPELLER BOWL
ASSEMBLY AND SUCTION
INLET WITH FLANGED END
SUPERFLOOD PUMP
MOTOR AND BASEPLATE
VALVE ELECTRIC ACTUATOR WITH
HAND WHEEL AND FLOOR STAND
16"Ø 90° ELBOW
16"Ø PIPE SUPPORT (TYP.)
W10 X 26 (TYP.)
18"Ø TEE
16"Ø PIPING
VALVE STEM
16"Ø BUTTERFLY VALVE
SUPERFLOOD PUMP
DISCHARGE VENT
2"Ø PIPING
SUPERFLOOD PUMP
DISCHARGE VENT 2"Ø
RETURN PIPING
SUPERFLOOD PUMP
DISCHARGE VENT 2"Ø
ISOLATION BALL VALVE
18"Ø X 16"Ø TEE
16"Ø PIPING
UNIVERSAL JOINT (TYP.)
SEE DETAIL A2 ON OP504 FOR
W10X26 TO W10X26 GIRDER TO
GIRDER CONNECTION (TYP.)
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
O
N , N
O R
FO
LK
V
IR
G
IN
IA
F Y
S P
E C
IA
L
P R
O
JE
C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
R
IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:5 P
M
IS
O
M E
T R
IC
S
OP902
KWS PRP BES
12852223
SCALE: C2
TRIM TANK FILL ISOMETRIC
SCALE: A5
DEWATERING ISOMETRIC
SCALE: C4
TANK EQUALIZATION ISOMETRIC
SCALE: A4
FLOOD-THROUGH ISOMETRIC
SCALE: C5
MAIN TANK FILL ISOMETRIC
SCALE: A2
SUPERFLOOD ISOMETRIC
A
D
JU
S T
E D
E Q
P
IP
E
B A
L L
A S
T
/2
/2
K W
S
WTHR DECK BOP
EL 34.08
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
MOLDED PL LINE
EL 8.50
BASELINE T/KEEL
EL 0.00
BASELINE T/KEEL
EL 0.00
FR 0 FR 1-1 FR 2-1 FR 3-1 FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2FR 4-2FR 5-2
MUSHROOM
VENTILATOR
RELIEF
MUSHROOM
VENTILATOR
INTAKE
MV
MV
EUH
DHU
EHC
A2
OM302
A4
OM302
A2
OM303
A4
OM303
CP
AHU HMI
CP
GD
3/4" PUMPED
CONDENSATE
3/4" CONDENSATE
DRAIN
3/4" PUMPED
CONDENSATE
3/4" CONDENSATE
DRAIN
/2
EUH
36"x36"
BACKDRAFT
DAMPER
26" OA
AHU
22"x26" SA 20"x20" SA 16"x18" SA
DHU
SF
/4
26"ø RA
/4
/4
/2
WTHR DECK BOP
EL 34.08
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
OPER DECK BOP
EL 23.00
FR 0 FR 1-1FR 1-2FR 2-2
A2
OM303
SF
S-2
2500 CFM
S-2
2500 CFM
14"x32" SA14"x32" SA
25"x20" SA
26"x32" SA
CHECK GRAPHIC SCALE BEFORE USING
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
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IC
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
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SHEET
NAVFAC DRAWING NO.
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SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
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D o c u m e n ts
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OM301
TJE DFA PJD
12852226
3/16" = 1'-0"OM301
B1 MECHANICAL LONGITUDINAL SECTION
4' 0' 4' 8' 12' 16'
3/16" = 1'-0"
3/16" = 1'-0"OM301
A2 MECHANICAL SECTION AT SF-1
A
D
JU
S T
E D
E Q
P
IP
E
B A
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A S
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/2
/2
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TOP OF DD1
EL 6.50
TOP OF DD1
EL 6.50
WTHR DECK BOP
EL 34.08
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
MOLDED PL LINE
EL 8.50
A B1
OM301
EUH
3/4" CONDENSATE
DISCHARGE
THROUGH HULL
3/4" CONDENSATE
DISCHARGE
THROUGH HULL
3/4" CONDENSATE
DRAIN TO COND.
PUMP CP-1
DHU
CP
TOP OF DD1
EL 6.50
TOP OF DD1
EL 6.50
WTHR DECK BOP
EL 34.08
WTHR DECK BOP
EL 34.08
OPER DECK BOP
EL 23.00
OPER DECK BOP
EL 23.00
GIRDER NO-1 BOS
EL 13.00
GIRDER NO-1 BOS
EL 13.00
MOLDED PL LINE
EL 8.50
MOLDED PL LINE
EL 8.50
A
B1
OM301
MV
26"x22"
SA DUCT
MV
AHU
CHECK GRAPHIC SCALE BEFORE USING
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
K
IT
T E
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M
A
IN
E P
O R
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M O
U T
H N
A V
A L S
H
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N A
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IN
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R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
XXXXXX-XX-X-XXXX
1630175
AS SHOWN
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
NPL / NPL
EJA
DSN
ALG
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
OF
CONSTR. CONTR. NO.
SCALE:
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 I C
O R
E N
A V
A L
S
TA
TI
O
N , N
O R
FO
LK
V
IR
G
IN
IA
F Y
S P
E C
IA
L
P R
O
JE
C T
R M
-1 3-
D R
Y D
O C
K
C A
IS
S
O N
R E
P
LA
C E
M E
N T
F
A B
R
IC
A T
IO
N
DRAWFORM REVISION: 10 OCTOBER 2014
UNCLASSIFIED
U N C L A S S
IF
IE
D
UNCLASSIFIED
65 NETWORK DRIVE
BURLINGTON, MA 01803
Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email
C
U se rs
P u b lic
D o c u m e n ts
-D
R Y
D -1
-O
M E P
_H a ro ld
.F ri b e rg st a n te c
.c o m .r v t
/2
/2
:4
:3 P
M
M E
C H
A N
IC
A
L S
E C
T
IO
N S
S
H E
E T
O
F
OM302
TJE DFA PJD
12852227
4' 0' 4' 8'
1/4" = 1'-0"
SCALE: 1/4" = 1'-0" OM101 A2
SECTION
SCALE: 1/4" = 1'-0" OM101 A4
SECTION
A
D
JU
S T
E D
E Q
P
IP
E
B A
L L
A S
T
/2
/2
T
JE
| OA202 - PROFILE - CENTERLINE ELEVATION |
| OA402 - FIXED CONCRETE BALLAST - ARRANGEMENT |
| OA403 - FIXED CONCRETE BALLAST - INSTALLATION PROCEDURE |
| OS304 - CAISSON FRAME 3 |
| OP301 - PROCESS SECTION -LONGITUDINAL SECTION |
| OP302 - PROCESS SECTIONS -SHEET 1 OF 2 |
| OP502 - BALLAST & FLOOD-THROUGH SYSTEMS DETAILS -SHEET 2 OF 2 |
| OP503 - PROCESS SUPPORTS -SHEET 1 OF 2 |
| OP601 - SYSTEM DIAGRAM & SCHEDULES |
| OP901 - FULL SYSTEM ISOMETRIC |
| OP902 - ISOMETRICS |
| OM301 - MECHANICAL LONGITUDINAL SECTION |
| OM302 - MECHANICAL SECTIONS -SHEET 1 OF 2 |
File details come from the government source that posted it. Updated .