Amendment 13 - Process dwgs.pdf
PDF 729 KB Posted
- Solicitation number
- N4008520R0021
About this file
This solicitation is for a design-bid-build construction project to expand Dry Dock #1 located at Portsmouth Naval Shipyard in Kittery, Maine. The project will construct additions to dry dock #1 consisting of two new bays, labeled Dry Dock #1 North and Dry Dock #1 West, of sufficient size and depth to support maintenance and overhaul of Virginia Class submarines. New construction will include concrete floors, walls and a center wall separating the bays, new pump well systems, a pump station building, portal crane rails, mooring hardware, mechanical and electrical utilities, utility tunnels and all necessary appurtenances. Modifications will also be made to the existing basin closure wall and Berths 1 and 11. The existing dry dock #1 pump well will be connected to the new pump well system and interior modified. The solicitation is issued by the Department of the Navy, Naval Facilities Engineering Command for design-bid-build services.
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Text version
B2
PD504
B3
PD504
B5
PD504
72" X 60" BONNETED STAINLESS
STEEL (ASTM A420, TYPE 316) SLIDE
GATE ENCASED IN CONCRETE
6'
0"
5'
0"
6'
0"
SG-4
SG-3
SG-8
SG-7
SG-6
SG-5
96" X 72" BONNETED STAINLESS
STEEL (ASTM A420, TYPE 316) SLIDE
GATE ENCASED IN CONCRETE
96" X 72" BONNETED STAINLESS
STEEL (ASTM A420, TYPE 316) SLIDE
GATE ENCASED IN CONCRETE
16"Ø PP-R DEWATERING
CULVERT DRAIN
16"Ø PP-R DRY DOCK
GUTTER DRAIN, SLOPED
TOWARDS DEWTERING
CULVERT
10"Ø PP-R DRY DOCK
GUTTER DRAIN
10"Ø PP-R DRY DOCK
GUTTER DRAIN
16"Ø PP-R DEWATERING
CULVERT DRAIN
16"Ø PP-R DEWATERING
CULVERT DRAIN
16"Ø PP-R DRY DOCK
GUTTER DRAIN, SLOPED
TOWARDS DEWTERING
CULVERT
A2
PD504
8ӯ SS TYPE 316L SCH
10S PIPES, SEE
STRUCTURAL DRAWINGS
FOR COMPLETE ROUTING
8ӯ SS TYPE 316L SCH
10S PIPES, SEE
STRUCTURAL DRAWINGS
FOR COMPLETE ROUTING
B2
PD504
B3
PD504
B5
PD504
72" X 60" BONNETED
STAINLESS STEEL
(ASTM A420, TYPE 316)
SLIDE GATE ENCASED
IN CONCRETE
5' - 0"
5' - 0"
5' - 0"
7'
0"
7'
0"
SG-4
SG-3
SG-8
SG-7
SG-6
SG-5
96" X 72" BONNETED STAINLESS
STEEL (ASTM A420, TYPE 316) SLIDE
GATE ENCASED IN CONCRETE
96" X 72" BONNETED STAINLESS
STEEL (ASTM A420, TYPE 316) SLIDE
GATE ENCASED IN CONCRETE
GEARBOX, ACTUATOR AND FLOOR
STAND WITH BRONZE LIFTING NUT
AND BEVEL GEARS (TYP.)
10"Ø PP-R DRY DOCK
GUTTER DRAIN
10"Ø PP-R DRY DOCK
GUTTER DRAIN
DRY DOCK #1N GUTTER
DRY DOCK #1W GUTTER
A2
PD504
KEY PLAN
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
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
EP
AR
TM
EN
T
O F
TH
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N
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#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
C
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\D oc u m en ts \L oc al
_R ev it_ Fi le s\
D
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-1
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1/
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1:
5 7 :4
PM
PU
M
P W
EL
L
D
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AT
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IN
G
D
ET
AI
LS
SH
EE
T
O
F
PD503
PRP PRP BES
12823479
516 1056
SCALE: 1/4" = 1'-0" PD301 B4
DEWATERING CULVERT PART PLAN -
EL -46.43
SCALE: 1/4" = 1'-0" PD301 B2
DEWATERING CULVERT PART PLAN -
EL -25.00
60' 0 60' 120' 1/4" = 1'-0"
NOTES:
1. BONNETTED SLIDE GATES SHALL BE COMPLETELY
ENCLOSED, ENCASED IN CONCRETE AND DESIGNED
FOR THE SPECIFIED OPERATING PRESSURE. THE TOP
COVER OF THE GATE ENCLOSURE AT THE FLOOR
ELEVATION SHALL BE REMOVABLE FOR MAINTENANCE.
NO ADDITIONAL COVERS OR GRATING ARE REQUIRED.
A M
EN
D
M
EN
T
1/
/2
B
ES
B3
PD504
B5
PD504
GEARBOX, ACTUATOR
AND FLOOR STAND
WITH BRONZE LIFTING
NUT AND BEVEL
GEARS (TYP.)
72" X 60" BONNETED
STAINLESS STEEL (ASTM
A420, TYPE 316) SLIDE
GATE ENCASED IN
CONCRETE
96" X 72" BONNETED
STAINLESS STEEL
(ASTM A420, TYPE 316)
SLIDE GATE ENCASED
IN CONCRETE
16"Ø PP-R DEWATERING
CULVERT DRAIN (TYP.)
EL -46.43
EL -40.00
EL -25.00
EL -38.43
EL -46.43
EL -38.43
EL -34.00
96" X 72" BONNETED
STAINLESS STEEL
(ASTM A420, TYPE 316)
SLIDE GATE ENCASED
IN CONCRETE
7' - 0" 11' - 6" 11' - 6" 7' - 0"
CL EL -49.34CL EL -49.34
SG-3SG-5SG-7
16"Ø PP-R DRY
DOCK GUTTER
DRAIN, SLOPED
TOWARDS
DEWTERING
CULVERT
16"Ø PP-R DRY
DOCK GUTTER
DRAIN, SLOPED
TOWARDS
DEWTERING
CULVERT
B2
PD504
GEARBOX,
ACTUATOR AND
FLOOR STAND WITH
BRONZE LIFTING
NUT AND BEVEL
GEARS (TYP.)
96" X 72" BONNETED
STAINLESS STEEL
(ASTM A420, TYPE 316)
SLIDE GATE ENCASED
IN CONCRETE
16"Ø PP-R DEWATERING
CULVERT DRAIN
EL -46.43
EL -25.00
CL EL -49.34
8'
0"
5' - 0"
SG-4
SG-3
16"Ø PP-R DRY
DOCK GUTTER
DRAIN, SLOPED
TOWARDS
DEWTERING
CULVERT
72" X 60" BONNETED
STAINLESS STEEL (ASTM
A420, TYPE 316) SLIDE GATE
ENCASED IN CONCRETE
16"Ø PP-R DEWATERING
CULVERT DRAIN
GEARBOX,
ACTUATOR AND
FLOOR STAND WITH
BRONZE LIFTING
NUT AND BEVEL
GEARS (TYP.)
EL -40.00
EL -25.00
CL EL -49.34
6'
0"
SG-6
SG-5
16"Ø PP-R DRY DOCK GUTTER
DRAIN, 2% SLOPE TOWARDS
DEWTERING CULVERT.
10"Ø PP-R DRY DOCK
GUTTER DRAIN
12"DRY DOCK GUTTER
16"Ø PP-R TO 10"Ø PP-R GUTTER
DRAIN CONNECTION ON
OPPOSITE SIDE OF DRY DOCK.
16"Ø PP-R TO
DEWATERING
CULVERT.
NOTES:
1. DD#1W DEWATERING GUTTER DRAIN SECTION SIMILAR.
KI
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CHECK GRAPHIC SCALE BEFORE USING
N A
V A
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FA
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N G
IN
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E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
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IN
G C
O M
M
AN
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AP
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PR
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AV
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D O
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#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc al
_R ev it_ Fi le s\
D
RY
D S
W T R
-1
5 9
-P _p au l .p ao ne
.rv t
1/
/2
1:
5 8 :0
PM
PU
M
P W
EL
L
D
EW
AT
ER
IN
G
D
ET
AI
LS
SH
EE
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O
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PD504
PRP PRP BES
12823480
517 1056
SCALE: 1/4" = 1'-0" PD503 B2
DEWATERING INLET CULVERTS
SECTION
SCALE: 1/4" = 1'-0" PD503 B3
DEWATERING INLET CULVERTS
SECTION
SCALE: 1/4" = 1'-0" PD503 B5
DEWATERING INLET CULVERTS
SECTION
60' 0 60' 120'
1/4" = 1'-0"SCALE: 1/4" = 1'-0" PD503 A2
DD#1N DEWATERING
GUTTER DRAIN SECTION
EN
D
M
EN
1/
/2
B
ES
NOTES:
1. BONNETTED SLIDE GATES SHALL BE COMPLETELY
ENCLOSED, ENCASED IN CONCRETE AND DESIGNED
FOR THE SPECIFIED OPERATING PRESSURE. THE TOP
COVER OF THE GATE ENCLOSURE AT THE FLOOR
ELEVATION SHALL BE REMOVABLE FOR MAINTENANCE.
NO ADDITIONAL COVERS OR GRATING ARE REQUIRED.
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
M
ID
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
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AL
IM
PR
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O R
E N
AV
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P-
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IS
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O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc al
_R ev it_ Fil es \D
RY
D
S W
T R -1
5 9 -P
_p pa o n e.
rv t
2/ 1/
2 0
:3
2 :
P M
SC
H
ED
U
LE
S
PD601
PRP PRP BES
12823483
520 1056
PIPE SCHEDULE
DESCRIPTION MATERIAL SIZE JOINT SYSTEM
DEWATERING PIPING COPPER NICKEL (CuNi) 48" FLANGED / WELDED DEWATERING PIPING COPPER NICKEL (CuNi) 66" FLANGED / WELDED
DRAIN PIPING POLYPROPYLENE (PP-R) 16 FLANGED / BUTT FUSED
DRAIN PIPING POLYPROPYLENE (PP-R) 18" FLANGED / BUTT FUSED
DRAIN PIPING POLYPROPYLENE (PP-R) 24 FLANGED / BUTT FUSED
DRAIN PIPING POLYPROPYLENE (PP-R) 8" FLANGED / BUTT FUSED
VENT PIPING POLYPROPYLENE (PP-R) 12" FLANGED / BUTT FUSED
VENT PIPING POLYPROPYLENE (PP-R) WITH UV PROTECTION 12" FLANGED / BUTT FUSED
VALVE SCHEDULE
VALVE
DESIGNATION VALVE TYPE VALVE SIZE
(IN) SYSTEM VALVE LOCATION
ESTIMATED
ACTUATOR MOTOR
(HP) (SEE NOTE 1)
ARV-1 AIR RELEASE VALVE 6" INLET MAIN DEWATERING DISCHARGE PUMP ROOM N/A
ARV-2 AIR RELEASE VALVE 6" INLET MAIN DEWATERING DISCHARGE PUMP ROOM N/A
ARV-3 AIR RELEASE VALVE 6" INLET MAIN DEWATERING DISCHARGE PUMP ROOM N/A
ARV-4 AIR RELEASE VALVE 2" INLET DRAINAGE DISCHARGE PUMP ROOM N/A
BFV-1 BUTTERFLY VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 1
BFV-2 BUTTERFLY VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 1
BFV-3 BUTTERFLY VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 1
CV-1 CHECK VALVE 18 DRAINAGE DISCHARGE DRAINAGE WET WELL N/A
CV-2 CHECK VALVE 18 DRAINAGE DISCHARGE DRAINAGE WET WELL N/A
CV-3 CHECK VALVE 18 DRAINAGE DISCHARGE DRAINAGE WET WELL N/A
ECV-1 INLINE ELASTOMERIC CHECK VALVE 24 DRAINAGE DISCHARGE OUTLET AT WEST END OF CENTER WALL N/A FG-1 FLAP GATE VALVE 72" X 108" TEMPORARY DEWATERING DISCHARGE FOR DD#1E DD#1W SIDE OF CENTER WALL NEAR DD#1E CAISSON N/A
GV-1 GATE VALVE 18 DRAINAGE DISCHARGE PUMP ROOM 2
GV-2 GATE VALVE 18 DRAINAGE DISCHARGE PUMP ROOM 2
GV-3 GATE VALVE 18 DRAINAGE DISCHARGE PUMP ROOM 2
GV-4 GATE VALVE 24 DRAINAGE DISCHARGE PUMP ROOM 3
GV-5 GATE VALVE 8 DD#1W INNER CAISSON SEAT DRAIN WEST DRAINAGE VALVE PIT N/A
GV-6 GATE VALVE 8 DD#1W INNER CAISSON SEAT DRAIN WEST DRAINAGE VALVE PIT N/A
GV-7 GATE VALVE 8 DD#1N INNER CAISSON SEAT DRAIN WEST DRAINAGE VALVE PIT N/A
GV-8 GATE VALVE 8 DD#1N INNER CAISSON SEAT DRAIN WEST DRAINAGE VALVE PIT N/A
GV-9 GATE VALVE 16 INLET FROM DD#1N DRAINAGE CULVERT EAST DRAINAGE VALVE PIT 1.5
GV-10 GATE VALVE 16 INLET FROM DD#1N DRAINAGE CULVERT EAST DRAINAGE VALVE PIT 1.5 GV-11 GATE VALVE 16 INLET FROM DD#1E DRAINAGE/DEWATERING CULVERT EAST DRAINAGE VALVE PIT 1.5 GV-12 GATE VALVE 16 INLET FROM DD#1E DRAINAGE/DEWATERING CULVERT EAST DRAINAGE VALVE PIT 1.5 GV-13 GATE VALVE 16 INLET FROM DD#1W DRAINAGE CULVERT EAST DRAINAGE VALVE PIT 1.5 GV-14 GATE VALVE 16 INLET FROM DD#1W DRAINAGE CULVERT EAST DRAINAGE VALVE PIT 1.5 GV-15 GATE VALVE 16 INLET FROM MAIN DEWATERING WET WELL EAST DRAINAGE VALVE PIT 1.5 GV-16 GATE VALVE 16 INLET FROM MAIN DEWATERING WET WELL EAST DRAINAGE VALVE PIT 1.5
KV-1 KNIFE VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 2
KV-2 KNIFE VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 2
KV-3 KNIFE VALVE 48 MAIN DEWATERING DISCHARGE PUMP ROOM 2
SG-1 SLIDE GATE 72" X 72" MAIN DEWATERING DISCHARGE CHAMBER IN CENTER WALL WEST OF PUMP STATION 5 SG-2 SLIDE GATE 72" X 72" MAIN DEWATERING DISCHARGE CHAMBER IN CENTER WALL WEST OF PUMP STATION 5 SG-3 SLIDE GATE 96" X 72" MAIN DEWATERING INLET FROM DD#1N CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-4 SLIDE GATE 96" X 72" MAIN DEWATERING INLET FROM DD#1N CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-5 SLIDE GATE 60" x 72" MAIN DEWATERING INLET FROM DD#1E CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-6 SLIDE GATE 60" x 72" MAIN DEWATERING INLET FROM DD#1E CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-7 SLIDE GATE 96" X 72" MAIN DEWATERING INLET FROM DD#1W CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-8 SLIDE GATE 96" X 72" MAIN DEWATERING INLET FROM DD#1W CHAMBER IN CENTER WALL EAST OF PUMP STATION 5 SG-9 SLIDE GATE 72" X 72" FILL CONDUIT INLET FOR DD#1E DD#1W SIDE OF CENTER WALL NEAR DD#1E CAISSON 5
NOTES:
1. ESTIMATED ACTUATOR MOTOR HORSEPOWER USED FOR DESIGN. ACTUAL HORSEPOWER MAY VARY BASED ON VALVE, VALVE STEM AND ACTUATOR SELECTED. CONTRACTOR
IS RESPONSIBLE FOR COORDINATING ACTUATOR SELECTED WITH ELECTRICAL DESIGN.
2. FOR VALVE LOCATIONS OF FG-1 AND SG-9, SEE DRAWING YS112.
SP-003 VALVE PIT EAST SUMP SUBMERSIBLE 1 25 15 2.2 1650 CAST IRON 36 24
POWDER
COATED STEEL,
SEALED AND
VENTED
208 3 1,2
SP-002 VALVE PIT WEST SUMP SUBMERSIBLE 1 25 15 2.2 1650 CAST IRON 36 24
POWDER
COATED STEEL,
SEALED AND
VENTED
208 3 1,2
TAG LOCATION SYSTEM
SERVED TYPE QUANTITY FLOW
(GPM)
HEAD
(FT)
HP
(EA)
SPEED
(RPM) CONSTRUCTION DIAMETER
(IN)
DEPTH
(IN) BASIN COVER VOLTS PHASE
UNIT IDENTIFICATION PUMP BASIN ELECTRICAL
NOTES
SUMP PUMP SCHEDULE
NOTES:
1. PROVIDE WITH REMOTE MOUNTED SUMP PUMP CONTROL PANEL.
2. BASIS OF DESIGN IS MANUFACTURER FLYGT NP 3085 SH 3 ADAPTIVE 456.
EN
D
M
EN
2/
/2
B
ES
GENERAL NOTES
1. PLC IO SHALL BE 24VDC.
2. PATCH PANELS AND UPS UNITS TO BE PROVIDED BY SYSTEM SUPPLIER
UNLESS INDICATED OTHERWISE.
3. THE UPS SHALL SUPPLY ALL PANEL PANEL COMPONENTS AS DETAILED IN
THE PANEL LAYOUTS PI701-705.
4. THE DCP SCADA SHALL BE SUPERVISORY CLOCK. CONFIGURE THE SYSTEM
TO SYNCHRONIZE ALL PLC INTERNAL CLOCKS WITH THE SUPERVISORY
CLOCK. CONFIGURE SYNCHRONIZATION TO OCCUR ONCE EVERY 24 HOURS.
5. IO SHALL BE PARTITIONED BETWEEN IO RACKS TO MAXIMIZE RESILIENCE.
DRAWING LINES FOR FIELD IO ARE ONLY A VISUAL REPRESENTATION OF
REQUIRED CONNECTIONS NOT TO BE TAKEN AS CONNECTION LOCATIONS.
UPS
OPERATION CONSOLE- SCADA ELEVATION AT
DEWATERING PUMPING STATION
KEYBOARD
SCADA WORKSTATION
22" LCD
COLOR
MONITOR
MOUSE
RUN
BAT
RS232
OK
I/O
RXD TXD OK
ETHERNET
RUN
BAT
RS232
OK
I/O
RXD TXD OK
ETHERNET
RXD TXD OKRXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
RXD TXD OK
ETHERNET
ETHERNET CAT6
COMMUNICATIONS LEGEND
HARDWIRED
FO FO FO
FIBER
X X X
PLC SYNC CABLES
PS
LOCAL I/O RACK 1
LOCAL I/O RACK 3
LOCAL I/O RACK 2
PS
PS
UPS
120VAC
DC +
DC -
DC +
DC -
UPS
CPU
FIBER PATCH
PANEL
SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA) SYSTEM - BLOCK DIAGRAM
CAT 6A RJ45 MALE
PATCHCOARD
MANAGED ETHERNET SWITCH
WITH 10 COPPER PORTS AND #4
100 BASE-FX FIBER PORTS
PRIMARY PLC
PROCESSOR
MAIN DEWATERING
PUMP 1 LOCAL
CONTROL PANEL
(MDP-LCP1)
MAIN DEWATERING
PUMP 2 LOCAL
CONTROL PANEL
(MDP-LCP2)
MAIN DEWATERING
PUMP 3 LOCAL
CONTROL PANEL
(MDP-LCP3)
DRAINAGE PUMP 1
LOCAL CONTROL
PANEL (DP-LCP1)
DRAINAGE PUMP 2
LOCAL CONTROL
PANEL (DP-LCP2)
DRAINAGE PUMP 3
LOCAL CONTROL
PANEL (DP-LCP3)
EAST DRAINAGE
VALVE PIT SUMP
PUMP LCS
WEST DRAINAGE
VALVE PIT SUMP
PUMP LCS
PUMP ROOM SUMP
PUMP LCS
AUTOMATIC
TRANSFER SWITCH
GENERATOR
CONTROL PANEL
VALVE / GATE
ACTUATOR
(TYPICAL FOR 30)
DEWATERING PUMPING STATION
CONTROL PANEL (DCP)
DEWATERING PUMPING STATION
TO SITE WIDE DRY DOCK
MONITORING NETWORK
SEE PI-402 FOR DCP
DETAILS.
OIT IN PANEL FRONT
TO UTILITY ENCLOSURE
ASW CONTROL SYSTEM
CONTROLLERS
(BY DIVISION 25)
FIBER PATCH
PANEL
MANAGED ETHERNET
SWITCH WITH 6 COPPER
PORTS AND #4 100
BASE-FX FIBER PORTS
FO
RS485 (BACNET)
UTILITY ENCLOSURE
REMOTE IO PANEL (RIO-P1)
ASW RIVER PUMPS
CONTROL SYSTEM
CONTROLLERS
(BY DIVISION 25)
INSTRUMENT AIR
COMPRESSOR 1
LCS
INSTRUMENT AIR
COMPRESSOR 2
LCS
PRIMARY AND
SECONDARY
BUBBLER LEVEL
SENSING SYSTEMS
DEWATERING WET
WELL
LIT
LIT
PRIMARY AND
SECONDARY
BUBBLER LEVEL
SENSING SYSTEMS
DRAINAGE WET
WELL
LIT
LIT
EXISTING
FOSPDD1
ABBREVIATIONS LIST
POWER SUPPLYPS
PROGRAMMABLE LOGIC CONTROLLER
CENTRAL PROCESS UNITCPU
INPUT - OUTPUT
PLC
I/O
COMMUNICATION MODULECOM
OPERATOR INTERFACE TERMINALOIT
UNINTERRUPTABLE POWER SUPPLYUPS
MEDIA CONVERTERMC
FO FO FO FO FO FO
SIGNAL
SPLITTERS
(X2)
CHART
RECORDER
DEWATERING
WET WELL
CHART
RECORDER
DRAINAGE
WET WELL
UPS
120VAC
RIO PLC
PROCESSOR
& IO
F O
F O
F O
F O
FO FO FO FO FO FO FO FO FO FO FO FO
F O
F O
F O
F O
F O
F O
FO FO FO FO FO FO FO FO FO FO FO FO
F O
FO FO
F O
F O
F O
F O
FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
F O
F O
F O
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
PS
SCADA SEVER &
WORKSTATION
KEY NOTES
PROGRAM THE RIO PLC TO RECEIVE THE ASW CONTROL IO. IT SHALL
TRANSMIT THIS DATA OVER THE ETHERNET NETWORK TO THE DCP,
SCADA AND SHALL BE MONITORED ON SCADA AT BUILDING 72.
120VAC
A
A
A
ASW RIVER SUMP
HYDROBUST
SYSTEM
(BY DIVISION 25)
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I L E
N
M
E
U
S F
S h a r e d P r o j e c t s s h a r e d c a d d i n s t r u m e n t a t i o n P
I d w g
Y O
U
M
E
C
O N
T R
O L
S
Y S
T E
M
A
R C
H I T
E C
T U
R
S
H E
O
F
P
O
T T
E D
F r i d a y
J a n u a r y a m
E
R p r e l f
D E
P A
R T
M E
T
H
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
P
U L
T I M
I S
S I O
N
D
Y
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
PI401
12823527
C O
N T
R O
L
S
Y S
T E
M
A
R C
H I T
E C
T U
H E
PR PR RR
A M
E N
D M
E N
T
V
M G
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
FROM DD#1N
DEWATERING TUNNEL
DISCHARGE #1
DEWATERING WET WELL
MDP
MDP
MDP
BFV-2
BFV-1
SG-1
REFER TO
DWG. PI602
ZSC
SG01
ZSO
SG01
ZI
SG01
YA
SG01
YS
SG01
YA
SG01
U
A
R M
YA
SG01
ZI
V
L
S
I T
I O
N
ZI
SG01
ZIC
L
C
O
S E
D
ZIC
SG01
ZIO
L
E
N
ZIO
SG01
ZCO
L
E
C
L O
M
M A
N D
ZCO
SG01
ZCC
L
M
M A
N D
ZCC
SG01
YS
M
O T
E
YS
SG01
ARV-1 ARV-2 ARV-3
REFER TO
DWG. PI603
M M M
BFV-3
FROM DD#1E
DEWATERING TUNNEL
FROM DD#1W
DEWATERING TUNNEL
SG-3 SG-4
TO DRAINAGE PUMPS
PI604
SG-5 SG-6
SG-7 SG-8
ZSC
SG07
ZSO
SG07
YA
SG07
YS
SG07
ZI
SG07
YA
SG07
U
A
R M
YA
SG07
ZI
G
S
I T
I O
N
ZI
SG07
ZIC
O
S E
D
ZIC
SG07
ZIO
E
N
ZIO
SG07
ZCO
T
E
C
L O
M
M A
N D
ZCO
SG07
ZCC
T
E
O
P
M
M A
N D
ZCC
SG07
YS
M
O T
E
YS
SG07
(TYP. OF 6)
1 2 3 4 5
DW-72
D W
C
U N
I
DW-66-CUNI
D W
C
U N
I
D W
C
U N
I
D W
C
U N
I
KV-1
KV-2
KV-3
TO
DRAINAGE PUMPS
PI604
TO
DRAINAGE PUMPS
PI604
TO
DRAINAGE PUMPS
PI604
DR-16-PPR
DR-16-PPR
DR-16-PPR
DR-16-PPR
FEILDFEILD
SG-2
(TYP. OF 2)
D W
C
U N
I
INSPECTION
ACCESS
SCADA
DCP PLC
SCADA
DCP PLC
HS
SG07
HS
SG07
HS
SG01
HS
SG01
DW-72
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
M
E
U
S F
S h a r e d P r o j e c t s s h a r e d c a d d i n s t r u m e n t a t i o n P
I d w g
Y O
M
E
D
E W
A T
E R
I N
G
S
T A
T I O
N
P
H E
O
T T
E D
F r i d a y
J a n u a r y a m
E
R p r e l f
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
P
U L
T I M
I S
S I O
N
D
Y
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
PI601
12823532
D E
W A
T E
R I N
G
S
T A
T I O
N
P
H E
PR TC RR
A M
E N
D M
E N
T
V
M G
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O/C
AutoCAD SHX Text
LOR
AutoCAD SHX Text O/C
AutoCAD SHX Text
LOR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
| PD503 - PUMP WELL DEWATERING DETAILS - SHEET 3 OF 6 |
| Sheets |
| PD503 - PUMP WELL DEWATERING DETAILS - SHEET 3 OF 6 |
| PD504 - PUMP WELL DEWATERING DETAILS - SHEET 4 OF 6 |
| PD504 - PUMP WELL DEWATERING DETAILS - SHEET 4 OF 6 |
| Sheets |
| PD503 - PUMP WELL DEWATERING DETAILS - SHEET 3 OF 6 |
| PD504 - PUMP WELL DEWATERING DETAILS - SHEET 4 OF 6 |
| PD601 - SCHEDULES |
| Sheets |
| PD601 - SCHEDULES |
| PI401-CONTROL SYSTEM ARCHITECTURE - SHEET 1 OF 2 |
| PI601-DEWATERING STATION P&ID - SHEET 1 OF 5 |
| Sheets and Views |
| PI601-05-DEWATERING STATION P&ID - SHEET 1 OF 5 |
| 2021-02-08T15:09:12-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:09:50-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:09:50-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:09:50-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:09:51-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:10:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:11:05-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:11:05-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:11:05-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-02-08T15:11:06-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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