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F I L
E
N
A M
E
J U
S N
A V
F A
C S
E
N
P T
U
C A
D D
P r o c
M
L
E G
E N
D d w g
L
A Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
S
O U
T H
E A
S T
I P
T
S
O U
T H
C
E N
T R
A L
N A
V A
L
A
R
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R
Y o r t h
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
NONE
MS001
10/18/2012
DWG
SAS RGB
P I E
R
L E
G E
N D
GATE VALVE
GLOBE VALVE
BALL VALVE
CHECK VALVE
WAFER CHECK VALVE
HOSE VALVE
NEW PRIMARY PIPING
AHP-1"-PC-1-101-N
AHP-V-001
MECHANICAL COUPLING
REMOVABLE SPOOL
PLUG
HOSE CONNECTION
ORIFICE (2" OR LARGER)
REDUCER
PIPE CAP
PIPE END
FILTER (E-EDGE, F-FIBER)
ECCENTRIC REDUCER
RS
AHP-T-001
SYSTEM CODE
SEQUENCE NUMBER 001-999
VALVE IDENTIFICATION
PIPE LINE IDENTIFICATION
PIPING SYMBOLS
EQUIPMENT IDENTIFICATION
VALVE STATUS
CONTROL VALVE
ACTUATOR SYMBOLS
VALVE SYMBOLS
VALVE SEQUENCE NUMBER
SYSTEM CODE
NS NORMALLY SHUT ( )
NO NORMALLY OPEN ( )
LS LOCKED SHUT
LO
NOTE:
SYSTEM CODE
NOMINAL PIPE SIZE
TUBING O.D. (INCHES)
PIPE LINE SEQUENCE NO.
PIPING CLASS SHEET
LOCKED OPEN
VENT, DRAIN AND BYPASS VALVES
ARE NORMALLY SHUT AND ALL
OTHERS ARE NORMALLY OPEN
UNLESS SPECIFIED OTHERWISE.
PIPING SPECIALS IDENTIFICATION
AHP-F-001
COMPONENT CODE
SYSTEM CODE
SEQUENCE NUMBER 001-999
INSTRUMENT PROCESS SIGNAL LINE
ELECTRIC SIGNAL LINE
ELECTRIC BINARY SIGNAL LINE
ULTRASONIC FLOW METER
INSTRUMENT SYMBOLS
INSTRUMENT IDENTIFICATION
DI
SYSTEM CODE
SEQUENCE NO.
AS SHOWN ON P&ID
PLC SYSTEM
PIT
INSTRUMENT IDENTIFICATION
PLC
DI
AI ANALOG INPUT
AO ANALOG OUTPUT
DI DIGITAL INPUT
DL DATA LINK
INSTRUMENT IDENTIFICATION
FLANGED CONNECTION
BUTT WELD CONNECTION
SOCKET WELDED, THREADED OR
INSTRUMENT CONNECTION
EQUIPMENT TO PIPING CONNECTORS
OTHER CONNECTION TYPE
OFF PAGE CONNECTOR IDENTIFICATION
X-XXX
XXXXX XXXXXXXX
P&ID NUMBERCONNECTOR
TO/FROM
A
NUMBER
(OFF DRAWING)
SYSTEM CODES
CWP
DI
FFS
FOS
NS
OWS
POWS
SCS
SWC
CLEAN WATER PROCESSING
PURE WATER SYSTEM
FIRE FIGHTING SYSTEM
FUEL OIL SYSTEM
NITROGEN SUPPLY SYSTEM
OILY WATER SYSTEM
POTABLE WATER SYSTEM
STEAM COLLECTION SYSTEM
CHLORINATION SYSTEM
COMPONENT CODES / EQUIPMENT CODES
CM
FM
LAH
PIT
TLI
ZSC
CONDUCTIVITY METER
FLOW METER
LEVEL ALARM - HIGH
PRESSURE INDICATION/TRANSMITTER
TANK LEVEL INDICATION
POSITION SWITCH CLOSED
DIAPHRAGM
PRESSURE AND VACUUM
RELIEF VALVE
SELF CONTAINED PRESSURE
REGULATING VALVE
VENT TO ATMOSPHERE
AIR VENT
PRESSURE RELIEF VALVE
EQUIPMENT CODE
M
MIXER
E
INSULATION PURPOSE
INSULATION PURPOSE
A
H
HT
P
T
N
ANTI-SWEAT
THERMAL EFFICIENCY
THERMAL EFFICIENCY W/ HEAT TRACE
BURN PROTECTION
HEAT TRACED
NONE
PT
BURN PROTECTION W/ HEAT TRACE
DPIT
DIFFERENTIAL PRESSURE INDICATION/TRANSMITTER
PS
PRESSURE SWITCH
AHP
ALP
CHTS
AIR HIGH PRESSURE
AIR LOW PRESSURE
SANITARY SEWER SYSTEM
EXISTING PRIMARY PIPING
PIPING WITH HEAT TRACE
CO
CLEANOUT
"Y" STRAINER
HUB DRAIN
VENT WITH SCREEN
MISCELLANEOUS SYMBOLS
S
SOLENOID
THREE WAY VALVE
HOSE
UNION
M
MOTOR
VFD
VARIABLE FREQUENCY DRIVE
FS
FLOW SWITCH
O2M
OWI
OXYGEN MONITOR
OIL WATER INTERFACE DETECTOR
pHIT pH INDICATION/TRANSMITTER
PG
PRESSURE GAUGE
SG
SIGHT GLASS
TI
TEMPERATURE INDICATION
TS
TEMPERATURE SWITCH
ZSO
POSITION SWITCH OPEN
PLC I/O MOTOR CONNECTION
F
FITTING
A
AGITATOR
MS
MOTOR STARTER
P
PUMP
D
T
DEMINERALIZER
TANK
GAC
GRANULAR ACTIVIATED CARBON
OGC
ORGANO CLAY
GOWS
GRAVITY OIL WATER SEPARATOR
NG
NITROGEN GENERATOR
FDM
FINAL DEMINERALIZER
V
VALVE
RO
REVERSE OSMOSIS
DBS
DUPLEX BASKET STRAINER
CC
CALIBRATION COLUMN
FS
FLOW SWITCH
FM
FLOWMETER
F
FLOW INDICATION
BOM
BACKUP OIL MONITOR
DO DIGITAL OUTPUT
GLOBE VALVE WITH TEST PORT
STATIC MIXER
F
FREEZE PROTECTION
AS
ANTI SCALANT SYSTEM
PACKAGED/SKID
MOUNTED EQUIPMENT
OM
OIL MONITOR
CD
CONDENSATE DRAIN
TIT
TEMPERATURE INDICATING TRANSMITTER
LALL
LEVEL ALARM - LOW LOW
LAHH
LEVEL ALARM - HIGH HIGH
LAL
LEVEL ALARM - LOW
MIT
DEW POINT INDICATING TRANSMITTER
NT
CARBON MONOXIDE TRANSMITTER
CAM HOSE CONNECTION
XXXXX XXXXXXXX
CONNECTOR
TO/FROM
A
NUMBER
(EXISTING SYSTEM)
OR VALVE STATION
XXX PIPE SUPPORT DESIGNATOR
FLT
FILTER
AUTOMATIC FLOW CONTROL
DEVICE
STEAM SEPARATOR/EXHAUST HEAD
BACKFLOW PREVENTER
EMERGENCY EYEWASH AND
SHOWER (EEW/S) - PLAN VIEW
EMERGENCY EYEWASH AND
SHOWER (EEW/S) - P&ID VIEW
DIAPHRAGM VALVE
XXX (E) (E) DESIGNATES EXISTING EQUIPMENT OR PIPING
CPW
CONTROLLED PURE WATER
BA
BREATHING AIR
PA BREATHING AIR
BFP
BACKFLOW PREVENTER
RPZ
REDUCED PRESSURE ZONE
PLAN
NORTH
SCALE: 1/16" = 1'-0"
PIER X-RAY NORTH WILL REMAIN IN OPERATION DURING
DEMOLITION AND CONSTRUCTION. COORDINATE ALL
WORK WITH OWNER TO MINIMIZE DISRUPTION. ALL
EXISTING UTILITIES MUST REMAIN IN OPERATION
THROUGHOUT CONSTRUCTION AND UNTIL AFTER NEW
UTILITIES AND SUPPORT SYSTEMS ARE COMMISSIONED
AND ACCEPTED BY THE GOVERNMENT UNLESS
OTHERWISE INDICATED.
1.
E
R
X
R
R
M
C
H A
N I C
A L
D
E M
O L I T
I O
N
P
L A
N
MD401
AS SHOWN
JJM RGB
LJD
11/16/2012
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
1 2 3
X
REMOVE EXISTING FIRE FIGHTING STATION (FFN-2)
AND ASSOCIATED BRANCH PIPING. CAP AT MAIN.
REMOVE EXISTING POTABLE WATER VALVE STATION
(POWN-1) AND ASSOCIATED BRANCH PIPING.
REMOVE EXISTING SANITARY SEWER VALVE
STATION (CHTN-5) AND ASSOCIATED BRANCH
PIPING.
COORDINATE CONNECTION TO NEW PIPING WITH
CONTRACTING OFFICER. MAXIMUM OUTAGE TIME
FOR CHTS AND POWS IS EIGHT HOURS
CONSECUTIVE.
REMOVE ONLY EXISTING 1 1/2" ALP PIPING FROM
SHALLOW TRENCH. 1 1/2" CPW PIPING SHALL
REMAIN.
EXISTING 2" POWS TO FFS JOCKEY PUMP TO
REMAIN. CONNECT TO NEW POWS PIPING TO THE
PIER.
EXISTING VALVE STATION TO REMAIN.
EXISTING SERVICE HOSES TO BE REMOVED BY
GOVERNMENT.
REMOVE DI, OWS AND SCS PIPING UPON
COMPLETION OF NEW SYSTEMS COMMISSIONING.
EXISTING SYSTEMS MUST REMAIN IN OPERATION
UNTIL REPLACEMENT SYSTEMS ARE
COMMISSIONED, OPERATIONAL AND TURNED OVER
TO THE GOVERNMENT.
EXISTING ALP PIPING UPSTREAM OF THIS LOCATION
TO BE REMOVED. DOWNSTREAM PIPING SHALL
REMAIN FOR CONNECTION TO NEW PIPING. REFER
TO DRAWING MS404 FOR CONNECTION LOCATION.
FOR EXTENT OF DEMOLITION, REFER TO PIPING
TRENCH DEMOLITION DETAIL, THIS DRAWING
REMOVE PIPE SUPPORTS AND PIPE SLEEVES TO
FLUSH WITH DECK. FILL OPENINGS WITH GROUT.
REMOVE PROTECTIVE BOLLARDS AND CUT
ANCHORS FLUSH WITH DECK.
CONNECT NEW ALP TO EXISTING 1-1/2" ALP TO
SERVE BUILDING 2314. REFER TO DRAWING MS406.
REMOVE EXISTING 10-INCH AND 4-INCH FIRE PUMP
DRAIN DISCHARGE TO THE RIVER. CONNECTION AT
PUMP HOUSE TO REMAIN FOR CONNECTION TO NEW
PIPING.
8" CHTS(E)
(BELOW PIER)
4" POWS(E)
(BELOW PIER)
EXISTING PIER X-RAY NORTH
1-1/2" CPW(E)
1-1/2" ALP(E)
SCALE IN FEET
8'0 32'16'
F I L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
D
M
E C
H A
N I C
E
R
D
E M
O
P
L A
N S d
Y
O U
T
N
A M
E
M
D
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
ELECTRICAL
SUBSTATION
TO REMAIN
ELECTRICAL
SUBSTATION
TO REMAIN
ELECTRICAL
SUBSTATION
TO BE
REMOVED
ELEC EQUIP. RACK(E)
DIESEL
GEN SET (E)
EXISTING
APPROACH
PIER
FIRE PUMP
ENCLOSURE(E)
GUARD
TOWER TO
BE REMOVED
10" FFS(E) BELOW PIER
PIER
X-RAY
NORTH
PIER
X-RAY
SOUTH
BUILDING 2314
EXISTING PIPING TRENCH
SHORE LINE
SCALE IN FEET
16'0 64'32'
SCALE: 1/32" = 1'-0"
SCS(E)
DI(E)
OWS(E)
(IN SHALLOW
TRENCH)
UPSTREAM
DOWNSTREAM
1-1/2" CPW(E)
1-1/2" ALP(E)
1" FOS(E)
1" FOS(E)
(BELOW PIER)
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
D
P
I D
A
M
O L
I T
I O
N d
Y
O U
T
N
A M
E
M
D
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
B u i l d i n g
P
N u c l e a r
P o w e r
T r a i n i n g
F a c i l i t i e s
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
GIANNA WARNER
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
N69450-14-C-1756
M
O L I T
I O
N
MD601
NONE
JJM JJM LJD
11/16/2012
EXISTING BREATHING
AIR COMPRESSOR
EXISTING INDUSTRIAL
AIR COMPRESSOR
EXISTING
RECEIVER
EXISTING
RECEIVER
EXISTING
BREATHING
AIR DRYER
EXISTING
BREATHING
AIR PURIFIER
EXISTING
INDUSTRIAL
AIR DRYER
2" PA (E)
2" PA (E)
1-1/2" BA (E)
1-1/4" BA (E)
1/2" PA (E)
2" BA (E)
2" BA (E)
1-1/4" BA (E)
A
PIER X-RAY NORTH
B
PIER X-RAY SOUTH
B
TSB-1 PRE-ACTION SPRINKLER
C
SSC SHOP AIR
D
SSC SHOP AIR
1-1/4" BA LOOP
IN RSA (E)
2" PA LOOP
IN RSA (E)
EXISTING BREATHING AIR (BA) AND PLANT AIR (PA)
SYSTEMS MUST REMAIN OPERATIONAL UNTIL NEW
LOW PRESSURE AIR (ALP) SYSTEM HAS BEEN
TESTED AND IS OPERATIONAL. DEMOLITION AND
TIE-IN TO NEW SYSTEM SHALL BE DONE AFTER
SUCH TIME. COORDINATE OUTAGE FOR TIE-IN WITH
CONTRACTING OFFICER.
REFER TO DRAWING MS607 FOR NEW WORK IN THIS
AREA.
REMOVE EXISTING THREE-WAY VALVE LOCATED IN
BUILDING 2314.
REMOVE EXISTING BREATHING AIR COMPRESSOR,
PLANT AIR COMPRESSOR, COMPRESSED AIR
DRYERS, BREATHING AIR PURIFIER AND ALL
ASSOCIATED PIPING, CONTROLS AND
APPURTENANCES TO A POINT INSIDE EXISTING
COMPRESSED AIR EQUIPMENT ROOM. REFER TO
BUILDING 2314 PLUMBING DRAWINGS FOR
LOCATION.
CONNECTION POINT FOR NEW ALP TO EXISTING
1-1/2" ALP TO SERVE BUILDING 2314.
CONNECTION POINT FOR NEW ALP PIPING TO
EXISTING 1-1/2" ALP PIPING TO SERVE PIER X-RAY
NORTH.
EXISTING COMPRESSED AIR DROPS IN BUILDING
2314 NOT SHOWN.
EXISTING ALP PIPING WITHIN SHALLOW TRENCH
MAY BE DEMOLISHED OR ABANDONED IN PLACE AT
CONTRACTOR'S OPTION.
INSIDE BLDG 2314 OUTSIDE
INSIDE BLDG 2314 OUTSIDE
EXISTING
INDUSTRIAL
PURIFIER
G
MECH.
G E
N
X F
M R
L
P
A
C
H
P
A
C
L
P
A
C
L
P
A
C
H
P
A
C
A
L
P
R
E
C
A
L
P
R
E
C
A
L
P
R
E
C
D
F
P
D
F
P
G
E
N
X
F
M
R
X
F
M
R
M
E
C
H
N
O
R
T
H
S
W
G
R
M
E
C
H
D
F
P
N
O
R
T
H
A
W
E
R
D
F
P
D
F
P
G
E
N
T
A
N
K
MECH.
M
E
C
H
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I E
R
M
E C
H A
N I C
T
E
P
L A
N d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
O
V E
R A
L L
M
E C
H A
N I C
T
E
P
L A
N
MS101
AS SHOWN
JJM RGB LJD
11/16/2012
PLAN
SCALE: 1"=60'
1. PIERS X-RAY NORTH AND X-RAY SOUTH WILL REMAIN IN
OPERATION DURING DEMOLITION AND CONSTRUCTION.
COORDINATE ALL WORK WITH CONTRACTING OFFICER,
NPTU CHARLESTON AND JOINT BASE CHARLESTON TO
MINIMIZE DISRUPTION.
2. EXISTING PIER SUPPORT SYSTEMS SERVING PIER X-RAY
NORTH AND PIER X-RAY SOUTH SHALL REMAIN FULLY
OPERATIONAL UNTIL THEIR REPLACEMENT SYSTEMS HAVE
BEEN COMMISSIONED AND ACCEPTED BY THE
GOVERNMENT. THESE SYSTEMS INCLUDE DI, OWS, SCS,
CPW, ALP AND AHP.
3. DEMOLITION AND CONSTRUCTION AFFECTING OTHER
UTILITIES INCLUDING CPW, CHTS, POWS AND FFS SHALL
OCCUR DURING A SCHEDULED PIER SHUT-DOWN.
COORDINATE SHUT DOWN WITH CONTRACTING OFFICER.
4. PROVIDE DRAIN VALVES WITH CAPPED ENDS AT ALL LOW
POINTS TO ALLOW FOR COMPLETE SYSTEM DRAINAGE IN
THE FOLLOWING PIPED UTILITY SYSTEMS:SCS, DI, OWS, SCS,
AHP, ALP.
DRAWING MS401
DRAWING MS402
DRAWING MS403
DRAWING MS404
DRAWING MS405
DRAWING MS409
DRAWING MS410
EXISTING
BUILDING
BUILDING
BUILDING
BUILDING
DRAWING MS408
DRAWING MS407
DRAWING MS406
1 2 3
PIER X-RAY N
O
RTH
PIER X-RAY SO
U
TH
BERTH
IN
G
PIER EXTEN
SIO
N
SCALE IN FEET
60' 120'
APPRO
AC
PIER
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
SCALE: 1/8" = 1'-0"
16'8'4'0
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS401
AS SHOWN
JJM RGB LJD
11/16/2012
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
BERTHING PIER EXTENSION (BPE)
AFT BROW LANDING
LOCATION
SCS CONNECTION
POWS VALVE STN
FFS VALVE STN
10" FFS (BELOW PIER)
4" POWS (BELOW PIER)
8" SCS
2" DI
3" OWS
FWD BROW LANDING
LOCATION
8" CHTS (BELOW)
10" FFS
4" POWS
DECK DRAIN
FOR EEW/S
CHTS VALVE STN
POWS VALVE STN
CLEANOUT
FFS VALVE STN
CHTS
VALVE
STN
CPW VALVE STN
ALP VALVE STN
AHP VALVE STN
POWS VALVE STN
4" CHTS (BELOW PIER)
ROUTE IN SHALLOW
TRENCH
4" POWS (BELOW PIER)
3/4" AHP
4" ALP
1-1/2" CPW
CHLORINATION SKID
CLEANOUT
C2
MS501
C2
MS502
B2
MS501
A2
MS501
A2
MS502
C4
MS501
1-1/2" POWS (BELOW PIER)
TEPID WATER
TO EEW/S
IWH-1
EEW/S
3" OWS
OWS VALVE STN
3/4" AHP
4" ALP
3" OWS
1-1/2" CPW
2" DI
6" FFS
6" FFS
8" SCS
PROVIDE A CONTINUOUS FLOW HOSE REEL
ASSEMBLY CONTAINING 150 FT OF NON-COLLAPSIBLE
1-1/2" FIRE HOSE WITH AFFF EDUCATOR AND
ADJUSTABLE FLOW NOZZLE AT EACH FIRE MAIN
VALVE STATION. ALL COMPONENTS TO BE
CORROSION RESISTANT AND UL OR FM APPROVED.
COORDINATE LOCATION WITH CONTRACTING
OFFICER.
81'-4"
102'-0"
119'-1"
(TO FACE OF
EXISTING PIER)
1. REFER TO DRAWING MS411 THRU MS420 FOR PIPE
SUPPORT REQUIREMENTS.
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
NOTES AFFECTING THIS DRAWING.
X
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS402
AS SHOWN
JJM RGB
LJD
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
MATCHLINE - SEE SHEET MS404 FOR CONTINUATION
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
EXISTING
BERTHING
PIER
BERTHING
PIER
EXTENSION
BERTHING PIER EXTENSION (BPE)
EXISTING PIER X-RAY NORTH
8" CHTS
CONNECT TO
EXISTING 4" POWS
8" SCS
2" DI
3/4" AHP
3" OWS
8" SCS
SCS-T-2
SCS-T-3
ELECTRICAL
SUBSTATION
ELECTRICAL
SUBSTATION
ELECTRICAL
SUBSTATION
8" SCS
(BELOW PIER)
8" CHTS
(BELOW PIER)
4" POWS
(BELOW PIER)
CONNECT TO
EXISTING 10" FFS
8" CHTS
4" POWS
CLEANOUT
A2
MS505
C2
MS505
MS503
A2
3/4" AHP
EXISTING POWS VALVE STATION.
EXISTING FFS VALVE STATION.
EXISTING CHTS VALVE STATION
ROUTE NEW CHTS AND POWS PIPING
ALONG SAME PATH AS EXISTING.
PROVIDE NEW PIPE HANGERS.
RELOCATE EXISTING 10" FFS AND 4" FFS
DISCHARGE TO RIVER. CORE DRILL THRU
EXISTING APPROACH PIER FOR ROUTING.
DECK DRAIN. SEE DETAIL ON SHEET
MS523.
PROVIDE FLEXIBLE CONNECTION AT
EXPANSION JOINT FOR CPW, ALP, AHP,
OWS AND DI PIPING.
3 1 2
10" FFS(E)
TO EXISTING
FIRE PUMP
SCBA FILLING
STATION
CONNECT NEW 4"
POWS TO EXISTING
2" POWS SERVING
FFS JOCKEY PUMP
3/4" AHP
4" ALP
3" OWS
1-1/2" CPW
2" DI
3/4" AHP
4" ALP
3" OWS
1-1/2" CPW
2" DI
EXISTING
FIRE PUMP
BUILDING
EXISTING
DIESEL
GENERATOR
8" SCS
8" SCS
1" FOS(E)
(BELOW PIER)
SCS-P-6
SCS-P-5
SCS-P-3
SCS-P-4
1-1/2" ALP (E),
1-1/2" CPW (E)
BELOW
CONNECT TO
EXISTING 8" CHTS
35'-10"
EXISTING
ELECTRICAL
PANELS
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
NOTES AFFECTING THIS DRAWING.
CLEANOUT
CLEANOUT
2" CHTS
(BELOW PIER)
6 6
EXISTING 2" POWS
X
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS403
AS SHOWN
JJM RGB LJD
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
EXISTING PIER X-RAY NORTH
3" OWS
3/4" AHP
8" SCS
EXISTING SCS
HOSE CONN.
UP TO AHP
VALVE STN
UP TO OWS
VALVE STN
UP TO DI
VALVE STN
ROUTE IN EXISTING
SHALLOW TRENCH
C4
MS505
A2
MS504
A4
MS505
A4
MS504
8" CHTS(E)
6" CHTS(E)
4" POWS(E)
10" FFS(E)
1 EXISTING POWS VALVE STATION.
EXISTING CHTS VALVE STATION
UP TO CHTS
VALVE STN
2" DI
2" DI
3" OWS
1-1/2" ALP (E),
1-1/2" CPW (E)
BELOW
ROUTE IN EXISTING
SHALLOW TRENCH
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS404
AS SHOWN
JJM RGB LJD
1 2 3
MATCHLINE - SEE SHEET MS405 FOR CONTINUATION
MATCHLINE - SEE SHEET MS402 FOR CONTINUATION
EXISTING
APPROACH
PIER
3/4" AHP
2" DI
3" OWS
4" POWS (BELOW PIER)
8" CHTS (BELOW PIER)
EXISTING
ELECTRICAL
SUBSTATION
EXISTING
ELECTRICAL
SUBSTATION
1-1/2" CPW
ROUTE
BELOW
PIER
4" SCS
4" ALP
2" DI
3/4" AHP
3" OWS
C3
MS506
C1
MS506
C2
MS507
1 ROUTE CHTS AND POWS ALONG SAME
PATH AS EXISTING. PROVIDE NEW PIPE
HANGERS.
PROVIDE FLEXIBLE CONNECTION AT
EXPANSION JOINT FOR AHP, ALP, CPW,
OWS, DI AND SCS PIPING.
A1
MS506
3/4" AHP
4" ALP
3" OWS
1-1/2" CPW
2" DI
3/4" AHP
4" ALP
3" OWS
1-1/2" CPW
2" DI
ADDITIVE BID ITEM
BASE BID
4" SCS
4" SCS
1" FOS(E)
(BELOW PIER)
1-1/2" CPW (E),
1-1/2" ALP (E)
BELOW
A3
MS506
SUPPORT REQUIREMENTS.
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
NOTES AFFECTING THIS DRAWING.
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS405
AS SHOWN
JJM RGB LJD
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
MATCHLINE - SEE SHEET MS404 FOR CONTINUATION
EXISTING CPW
TRENCH
SHALLOW MECHANICAL
UTILITY TRENCH (SEE
DWG S331 FOR DETAILS)
CONNECT TO
EXISTING
PIPING AT PIER
ABUTMENT
4" POWS (BELOW PIER)
8" CHTS (BELOW PIER)
4" SCS
3" OWS
EXISTNG 1-1/2" CPW
TO REMAIN
EXISTING 1-1/2" ALP TO
BE ABANDONED
OR REMOVED
3" OWS
3" DI
3/4" AHP
4" ALP
4" SCS
3" OWS
3" OWS
3" DI
3/4" AHP
4" ALP
C4
MS506
A2
MS507
OWS-V-404
OWS-V-405
OWS-V-407
OWS-V-408
1' FOS(E) (BELOW PIER)
INSTALL DRY-DISCONNECT VALVES AT CL ELEVATION
3'-0" ABOVE GRADE. INSTALL ABOVE CONCRETE PAD.
PROVIDE LOW POINT DRAIN VALVE FOR AHP, ALP, CPW,
DI, OWS AND SCS PIPING.
X
1. REFER TO DRAWING MS411 THRU MS420 FOR PIPE
SUPPORT REQUIREMENTS.
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
NOTES AFFECTING THIS DRAWING.
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
P
L A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j m c c l u s k e y
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
C
H A
N I C
A L
P
L A
N
A
R E
A
MS406
AS SHOWN
JJM RGB
LJD
11/16/2012
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
EXISTING BUILDING 2314
EXISTING 1-1/2" CPW
TO REMAIN
EXISTING 1-1/2" CPW
TO REMAIN
EXISTING ALP TO
BE ABANDONED OR REMOVED
EXISTING 1-1/2" CPW
TO REMAIN
EXISTING ALP TO
REMAIN
CONNECT NEW ALP TO
EXISTING PIPE
SERVING BUILDING 2314
4" SCS
3" OWS
3" OWS
3" DI
3/4" AHP
4" ALP
4" SCS
3" OWS
3" OWS
3" DI
3/4" AHP
6" ALP
SHALLOW MECHANICAL
UTILITY TRENCH (SEE
DWG S331 FOR DETAILS)
NOT USED.1
A2
MS507
1. REFER TO DRAWING MS411 THRU MS420 FOR PIPE
SUPPORT REQUIREMENTS.
2. REFER TO DRAWING MS101 FOR ADDITIONAL GENERAL
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS411
AS SHOWN
JJM RGB LJD
11/16/2012
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
BERTHING PIER EXTENSION (BPE)
8" SCS
FFS VALVE STN
10" FFS (BELOW PIER)
4" POWS (BELOW PIER)
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. SUPPORT LOCATIONS NOT SHOWN FOR PIPING BELOW
PIER OR ABOVE PIER DECK. REFER TO STANDARD
DETAILS FOR PIPE SUPPORTS IN THESE LOCATIONS.
8" CHTS
10" FFS
4" POWS
CHTS
VALVE
STN
POWS VALVE STN
4" CHTS (BELOW PIER)
4" POWS (BELOW PIER)
1-1/2" POWS (BELOW PIER)
7'-0"
10'-0"
9'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
10'-0" 10'-0" 8'-8"
10'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"9'-10" 5'-2"
1 2 3
1 2 3
POWS VALVE STN
FFS VALVE STN
POWS VALVE STN
CHTS VALVE STN
4'-6" 8'-0"
4'-9"
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS412
AS SHOWN
JJM RGB
LJD
1 2 3
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
MATCHLINE - SEE SHEET MS414 FOR CONTINUATION
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
EXISTING
PIER
PIER
EXTENSION
BERTHING PIER EXTENSION (BPE)
EXISTING PIER X-RAY NORTH
SCS-T-2
SCS-T-3
ELECTRICAL
SUBSTATION
ELECTRICAL
SUBSTATION
ELECTRICAL
SUBSTATION
8" SCS
(BELOW PIER)
8" CHTS
(BELOW PIER)
4" POWS
(BELOW PIER)
CONNECT TO
EXISTING 10" FFS
8" CHTS
4" POWS
3/4" AHP
3 1 2
10'-0" 10'-0"
12'-7"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
11"
3'-7"
9'-0"
2'-6"
8'-0"
9'-0" 10'-0" 10'-0" 10'-0" 9'-0" 9'-0"
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. SUPPORT LOCATIONS NOT SHOWN FOR PIPING BELOW
PIER OR ABOVE PIER DECK. REFER TO STANDARD
DETAILS FOR PIPE SUPPORTS IN THESE LOCATIONS.
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS413
AS SHOWN
JJM RGB LJD
1 2 3
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
EXISTING PIER X-RAY NORTH
3/4" AHP
8" SCS
8" CHTS(E)
4" POWS(E)
10" FFS(E)
1 EXISTING POWS VALVE STATION.
EXISTING CHTS VALVE STATION
10'-0" 10'-0" 10'-0" 10'-0" 4'-8" 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 9'-6" 10'-0" 10'-0" 10'-0" 8'-6"
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. SUPPORT LOCATIONS NOT SHOWN FOR PIPING BELOW
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS414
AS SHOWN
JJM RGB LJD
1 2 3
1 2 3
MATCHLINE - SEE SHEET MS415 FOR CONTINUATION
MATCHLINE - SEE SHEET MS412 FOR CONTINUATION
EXISTING
APPROACH
PIER
EXISTING
ELECTRICAL
SUBSTATION
EXISTING
ELECTRICAL
SUBSTATION
1 ROUTE CWTS AND POWS ALONG SAME
PATH AS EXISTING. PROVIDE NEW PIPE
HANGERS.
ADDITIVE BID ITEM
BASE BID
1'-6"
10'-0" 10'-0" 10'-0"
8'-0"
2'-0"
10'-0" 10'-0"
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. SUPPORT LOCATIONS NOT SHOWN FOR PIPING BELOW
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS415
AS SHOWN
JJM RGB LJD
1 2 3
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
MATCHLINE - SEE SHEET MS414 FOR CONTINUATION
FACE OF PIER
ABUTMENT
WALL
4" POWS (BELOW PIER)
8" CHTS (BELOW PIER)
9'-3"
10'-0" 10'-0" 10'-0"
4'-2"
EDGE OF
PIER
5'-6" 10'-0" 10'-0" 10'-0" 10'-0"
4" SCS
3" OWS
3" OWS
3" DI
3/4" AHP
4" ALP
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. SUPPORT LOCATIONS NOT SHOWN FOR PIPING BELOW
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
P
I P
I N
G
S
U P
P O
A
N S d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
PLAN
E
R
X
R
R
P
E
S
U P
P O
A
N
A
R E
A
MS416
AS SHOWN
JJM RGB
LJD
11/16/2012
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
1 2 3
1 2 3
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
EXISTING BUILDING 2314
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
10'-0"
4" SCS
3" OWS
3" OWS
3" DI
3/4" AHP
4" ALP
S C
S
E
X P
A N
S I O
N
J O
I N
T
T
Y P
E
A
A
P
A N
S I O
N
J O
I N
T
T
Y P
E
B
O W
S
E
X P
A N
S I O
N
J O
I N
T
T
Y P
E
B
O W
S
E
X P
A N
S I O
N
J O
I N
T
T
Y P
E
B
A H
P
E
X P
A N
S I O
N
J O
I N
T
T
Y P
E
D I
E
X P
A N
S I O
N
J O
I N
T
T
Y P
E
1. DRAWING SHOWS PROPOSED PIPE SUPPORT
LOCATIONS. REFER TO DWGS MS401 THRU MS410 FOR
DETAILED PIPING REQUIREMENTS.
2. COORDINATE EXACT SUPPORT LOCATIONS WITH
OTHER COMPONENTS. DO NOT EXCEED MAXIMUM
SPACING REQUIREMENTS. PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED.
3. REFER TO PIPE SUPPORT SCHEDULE ON DRAWING
MS611 FOR SUPPORT REQUIREMENTS.
4. REFER TO DWG MS524 FOR EXPANSION JOINT DETAILS
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS501
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS401
1/2" = 1'-0" MS401
1/2" = 1'-0" MS401
1/2" = 1'-0" MS401
CLEAT (TYP)
BROW LANDING
PLATFORM (TYP)
DRAIN TO RIVER
3/4" FFS
DRAIN TO RIVER
1-1/2" POWS
TO CHLORINATOR
DRAIN TO RIVER
3/4" FFS
3/4" POWS
DRAIN TO RIVER
FFS VALVE STATION
SCS HOSE
CONN
POWS VALVE STATION
CHTS VALVE
STATION
POWS VALVE STATION
AHP VALVE STATION
ALP VALVE STATION
2" OUTLET
DECK DRAIN WITH
BALL-FLOAT
BACKWATER VALVE
FFS VALVE STATION
8" SCS
3" OWS
2" DI
DI VALVE STATION
OWS VALVE STATION
CHTS VALVE STATION
4'2'1'0
4" ALP
3" OWS
8" SCS
2" DI
CPW VALVE STATION
OWS VALVE STATION
6" FFS
(BELOW PIER)
4" POWS
(BELOW PIER)
4" CHTS
(BELOW PIER)
6" FFS
(BELOW PIER)
IWH-1
EEW/S-1
3" OWS
4" ALP
3/4" AHP
1-1/2" CPW
2'-7"5'-6"11'-7"
REFER TO
MS401 FOR
DIMENSION
8'-0"" 27'-7"
1-1/2" POWS
(BELOW PIER)
4" POWS
(BELOW PIER)
B4
MS522
A2
MS522
A4
MS521
A1
MS521
B1
MS522
C1
MS523
C1
MS522
1'-4"
16'-4" TO
OUTSIDE
FACE OF
PIER
MS522
MS522
8" SCS
3" SCS
POWS VALVE STATION
C1
MS522
8" CHTS
B3
MS522
B1
MS523
4" CLEANOUT
2'-0"REFER
TO MS401
10'-8"
C1
MS522
2'-6"
BOLLARD (TYP)
1. BOLLARD LOCATIONS ARE APPROXIMATE. COORDINATE
FINAL LOCATIONS WITH VALVE STATIONS. REFER TO
DETAIL ON DRAWING MS523
RPZ BFP
RPZ BFP
RPZ BFP
RPZ BFP
PROVIDE LOW POINT DRAINS
IN SHALLOW TRENCH
OWS-V-413
OWS-V-412
PROVIDE LOW POINT DRAINS NEAR FOR DI AND OWS
PIPING.
X
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS502
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS401
1/2" = 1'-0" MS401
3" OWS
2" DI
8" SCS
4" POWS
10" FFS
2" DI
3" OWS
8" SCS
1-1/2" CPW
4" ALP
4" POWS 10" FFS
8" CHTS
8" CHTS
EEW/S-1
IWH-1
DRAIN TO RIVER
3/4" POWS
2" OUTLET
DECK DRAIN WITH
BALL-FLOAT
BACKWATER VALVE
DRAIN TO RIVER
3/4" POWS
3/4" FFS
POWS VALVE
STATION
FFS VALVE
STATION
CHTS VALVE STATION
6" FFS
6" CHTS
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS503
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS402
SCS-T-2
SCS-T-3
SCS-P-5
4" SCS
3" SCS
8" SCS
BELOW PIER
8" SCS
8" SCS
4" SCS
4" SCS
3" SCS
3" SCS
3" SCS
3" OWS
3/4" AHP
2" DI
4" ALP
1-1/2" CPW
SCS-P-6
SCS-P-4
SCS-P-3
SCS-V-221
SCS-V-222
SCS-V-208
SCS-V-209
SCS-V-210
SCS-V-211
SCS-V-204
SCS-V-205
SCS-V-206
SCS-V-309
SCS-V-310
SCS-V-311
SCS-V-304
SCS-V-305
SCS-V-306
SCS-V-308
SCS-V-307
SCS-V-302
SCS-V-303
SCS-V-203
SCS-V-207
SCS-V-202
SCS-V-214
SCS-V-215
SCS-V-315
SCS-V-314
SCS-V-316
SCS-V-216
SCS-V-319
SCS-V-320
1" SCS
1" SCS
2" SCS
2" SCS
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS504
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS403 1/2" = 1'-0" MS403
3/4" AHP
8" SCS
3" SCS(E)
AHP VALVE STN
EXISTING SCS
HOSE CONN
3" OWS
2" DI
OWS VALVE STN
DI VALVE STN
CONNECT TO
EXISTING SCS IN
SHALLOW TRENCH
EXISTING SCS, DI, OWS AND ALP PIPING SHALL
REMAIN IN SERVICE UNTIL COMPLETION OF NEW
SYSTEMS INCLUDING TESTING AND ACCEPTANCE
BY GOVERNMENT.
EXISTING CPW PIPING TO REMAIN PERMANENTLY
IN SERVICE.
PROVIDE LOW POINT DRAIN VALVE FOR AHP, DI AND
OWS PIPING.
3/4" AHP
8" SCS
1" DI(E)
1-1/2" CPW(E)
2" OWS(E)
1-1/2" ALP(E)
NEW SCS
HOSE CONN
1" SCS
SCS-V-220
SCS-V-219
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS505
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS402 1/2" = 1'-0" MS403
1/2" = 1'-0" MS402 1/2" = 1'-0" MS403
3/4" AHP
2" DI
3" OWS
8" SCS
3/4" AHP
2" DI
3" OWS
8" SCS
2" DI
3" OWS
8" CHTS
4" POWS
EXISTING POWS
EXISTING CHTS
8" CHTS
4" POWS
EXISTING CHTS
EXISTING POWS
1-1/2" ALP(E)
1-1/2" CPW(E)
3" OWS
8" SCS
1-1/2" ALP(E)
1-1/2" CPW(E)
1-1/2" ALP(E)
1-1/2" CPW(E)
1" FOS(E)
EXISTING
CHTS VALVE
STN
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
T
N
A M
E
M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
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
U
T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS506
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS404 1/2" = 1'-0" MS404
1/2" = 1'-0" MS404 1/2" = 1'-0" MS404
4" ALP
3/4" AHP
2" DI
3" OWS
4" SCS
1-1/2" CPW
3/4" AHP
2" DI
3" OWS
1-1/2" ALP (E)
1-1/2" CPW (E)
8" CHTS
4" ALP
3/4" AHP
2" DI
3" OWS
4" SCS
1-1/2" CPW
3/4" AHP
2" DI
3" OWS
1-1/2" ALP (E)
1-1/2" CPW
4" POWS
4" ALP
3/4" AHP
2" DI
3" OWS
1-1/2" CPW
4" SCS
1/2" = 1'-0" MS405
4" ALP
3/4" AHP
2" DI
3" OWS
3" OWS
4" SCS
8" CHTS
4" POWS
CPW-V-4
CPW-V-5
CPW-V-6
CPW-V-1
CPW-V-2
CPW-V-3
ALP-V-111
ALP-V-112
1-1/2" CPW(E)
1" FOS(E)
1" FOS(E)
PROVIDE LOW POINT DRAIN VALVE FOR AHP,
ALP, CPW, DI, OWS AND SCS PIPING.
L
E
N
A M
E
J U
S N
A V
F A
C S
E
T
U
C A
D D
P r o c
M
S
M
E C
H A
N I C
E
R
S
E C
T I O
E d
Y
O U
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N
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M
S
O
T T
E D
W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
N A
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L
F
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S
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N G
I N
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R I N
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M A
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T H
E A
S T
I P
T
S
O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
X
R
R
C
H
S
E C
T I O
L A
R G
A
N S
MS507
AS SHOWN
SAS RGB DWG
11/16/2012
1/2" = 1'-0" MS404
1" = 1'-0" MS405
5'-6"
7" 8" 7" 1'-4" 10" 11"
A
L P
A
H P
D
I
O
W S
O
W S
S
C S
1-1/2" CWP
4" ALP
3/4" AHP
2" DI
3" OWS
3" OWS
4" SCS
1-1/2" CPW
CONNECT TO
EXISTING 1-1/2' CPW
CONNECT TO
EXISTING 1-1/2" ALP
1" = 1'-0" MS407
8"7" 6" 6" 1'-1" 10" 10" 1'-6" 10" 7"
A
L P
A
H P
A
H P
D
I
O
W S
O
W S
O
W S
S
C S
S
C S
8'-0"
2'1'6"0
3/4" AHP
L
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N
A M
E
J U
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A V
F A
C S
E
T
U
C A
D D
P r o c
M
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E
R
D
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A I L
S d
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O U
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E
M
S
O
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W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
N A
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E
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E A
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N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
S
N69450-14-C-1756
NOT TO SCALE
HORIZONTAL PIPE
LINE MOUNTED ON
NOTES:
LINE MOUNTED ON
VERTICAL PIPE
NOTE 5
NOTE 2
NOTE 3
NOTE 1
NOTE 4
NOTE 2
NOTE 3
NOTE 1
NOTE 4
NOTE 5
NOTES:
AHP PRESSURE GAUGE DEVICE INSTALLATION
NOT TO SCALE
1. 3/4" AHP DISTRIBUTION PIPING.
2. 3/4" X 3/4" X 3/4" CL6000 SOCKET WELD TEE.
3. AS REQ'D X 3/4" SW X THR'D CL6000 NIPPLE.
4. 3/4" X 1/2" CL6000 THR'D REDUCING COUPLING.
5. DOUBLE BLOCK AND BLEED INSTRUMENT VALVE.
6. PRESSURE SNUBBER.
7. PRESSURE GAUGE.
8. PIPE SUPPORT
NOTE 1
NOTE 2
NOTE 3
NOTE 4
NOTE 5
NOTE 6
NOTE 7
3"
MAX
NOTE 8
1. PIPING AND VALVES AS SPECIFIED FOR MAIN LINE. (1/2"
2. PULSATION DAMPER AS SPECIFIED.
3. TEST TEE WITH PLUGGED BRANCH, 1/4" MIN SIZE.
4. WELD-O-LET OR THREAD-O-LET AS SPECIFIED FOR MAIN LINE.
5. REDUCE AS REQUIRED TO FIT PRESSURE GAUGE.
4"
NOT TO SCALE
NOT TO SCALE MS501, MS514
NOT TO SCALE MS501, MS514
5" 5" 10" 8" 6"
2"
9" 4" 4" 4"
5'-6"
PLAN
ELEVATION
KEYED COMPONENT DESCRIPTIONS:
1. MINIMUM FOUR 5/8" DIA. EPOXY ANCHORS WITH 4-1/2-INCH
MINIMUM EMBED.
2. NOMINAL 1-5/8-INCH STRUCTURAL CHANNEL DOUBLE
(BACK-TO-BACK) POST SUPPORT BRACKET, MINIMUM 6-INCH SQ,
WITH FOUR BOLT HOLES.
3. FIVE HOLE TEE GUSSET PLATE FOR STRUCTURAL CHANNEL (TYP).
4. NOMINAL 1-5/8" STRUCTURAL CHANNEL -
a. DOUBLE (BACK-TO-BACK)
b. SINGLE
5. FIVE HOLE GUSSET PLATE FOR STRUCTURAL CHANNEL (TYP)
6. PIPE SUPPORT CLAMP FOR STRUCTURAL CHANNEL.
7. ISOLATION VALVE.
8. UNION-STYLE ORIFICE FITTING.
9. PRESSURE REDUCING VALVE
10. SAFETY RELIEF VALVE.
11. PRESSURE GAUGE ASSEMBLY. SEE DETAIL C1 THIS DRAWING
FOR INSTALLATION REQUIREMENTS.
12. 3/4" X 1/2" CL6000 SW FITTING.
13. 1/2" MALE UNION END FITTING FOR HOSE CONNECTION.
14. SERVICE HOSE (BY GOVERNMENT)
GENERAL NOTES:
1. ALL SUPPORT COMPONENTS SHALL BE 300 SERIES
STAINLESS STEEL
7 7
4a
4b
4b
4a
KEYED COMPONENT DESCRIPTIONS:
1. 2-INCH BALL VALVE
2. 1-1/4 INCH BALL VALVE
3. 2-INCH QUICK DISCONNECT
4. 1-1/4 INCH QUICK DISCONNECT
5. GALVANIZED STEEL ADJUSTABLE PIPE SUPPORT. SEE PIPE
SUPPORT DETAILS
6. FOUR 5/8" DIA. EPOXY ANCHORS WITH 4-1/2-INCH MINIMUM EMBED
PER SUPPORT
7. GATE VALVE
8. PRESSURE GAUGE ASSEMBLY. SEE DETAIL C2 THIS DRAWING
FOR INSTALLATION REQUIREMENTS.
9. 1/4 INCH BLEED VALVE. INSTALL ON BOTTOM OF PIPE.
1 1
2 2
4" ALP
E
R
M
E C
H A
N I C
A L
D
E T
A I
H E
MS521
NONE
JJM JJM LJD
11/16/2012
1 1
L
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J U
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C S
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P r o c
M
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H A
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E
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D
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A I L
S d
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O U
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N
A M
E
M
S
O
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E D
W e d n e s d a y
O c t o b e r p m
U
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R j w r i c e
N A
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F
A C
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I E
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N G
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R I N
G
C
O M
M A
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T H
E A
S T
I P
T
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O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
M
E C
H A
N I C
A L
D
E T
A I L
S
S
H E
H E
MS522
NONE
JJM JJM LJD
11/16/2012
WATER OUTLET (2)
CL 2 1/2" POTABLE
3" POWS
RISER CLAMP
6" SLEEVE
TOP OF PIER
3/4" STAINLESS
STEEL FREEZE
PROTECTION
VALVE DISCHARGE
ALL PIPES, FITTINGS, AND
OTHER APPURTENANCES
(EXCEPT BFP AND VALVES)
DOWNSTREAM OF THIS POINT
SHALL BE STAINLESS STEEL
3" RPZ BACKFLOW
PREVENTER
FREEZE PROTECTION VALVE (2)
3" GATE
VALVE
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS (TYP)
2-1/2" GATE VALVES (3)
2-1/2" THRD'D END
WITH STAINLESS STEEL
CAP AND CHAIN ATTACHED
TO PIPE (2)
3" RPZ BACKFLOW
PREVENTER
ALL PIPES, FITTINGS, AND
OTHER APPURTENANCES
(EXCEPT BFP AND VALVES)
DOWNSTREAM OF THIS POINT
SHALL BE STAINLESS STEEL
3" POWS
6" SLEEVE
3" GATE VALVE
RISER CLAMP
3/4" FREEZE
PROTECTION
VALVE DISCHARGE
TOP OF PIER
2-1/2" GATE
VALVE (2)
FREEZE
PROTECTION
VALVE (2)
3/4"
3" POWS
NOT TO SCALE MS501
2 1/2" FFS
OUTLET
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS
2-1/2" THRD'D END
WITH STAINLESS STEEL
CAP AND CHAIN ATTACHED
TO PIPE
TOP OF PIER
8" SLEEVE
RISER CLAMP
3/4" STAINLESS STEEL
FREEZE PROTECTION
VALVE DISCHARGE
6" GATE VALVE
6X3 DUCTILE IRON
REDUCER 90 DEG EL
FREEZE PROTECTION VALVE
ALL PIPES, FITTINGS, AND OTHER APPURTENANCES
(EXCEPT VALVES) DOWNSTREAM OF THIS POINT
SHALL BE STAINLESS STEEL
2-1/2" GATE VALVE
TOP OF PIER
6" GATE VALVE
1" SS FREEZE
PROTECTION
VALVE
DISCHARGE
UNION
FREEZE PROTECTION VALVE
1"
3/4"
3/4"
6X6X6 DUCTILE
IRON TEE
ADJUSTABLE PIPE
SUPPORT,
SEE DETAIL C1,
DWG MS621
FOR DETAILS
(TYP)
RISER CLAMP
8" SLEEVE
6" FFS
8" SLEEVE
CL CHTS
OUTLET
TOP OF PIER
C4X7.25 CHANNEL
SUPPORT W/ PLATE.
BOLT PLATE TO DECK
W/ 5/8" SS ANCHOR
BOLTS W/ 4-1/2" MIN
EMBED.
RISER
CLAMP
4" BALL
VALVE
4" CHTS
1-1/2" X 3/8" STAINLESS
STEEL "U" STRAP
WITH 1/2" STAINLESS
STEEL NUTS AND BOLTS
NOT TO SCALE MS501
NOT TO SCALE MS501
RISER CLAMP
(WHERE REQ'D)
8" SLEEVE
(WHERE REQ'D)
3" OWS
2" OWS
2" EPSILON DRY DISCONNECT
ADAPTOR HALF, FLANGED
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS
PIER DECK
NOT TO SCALE MS501
RISER CLAMP
(WHERE REQ'D)
3" OWS
3" OWS
3" EPSILON DRY DISCONNECT
ADAPTOR HALF, FLANGED
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS
PIER DECK
NOT TO SCALE MS501
WHERE ROUTING PIPE
OUTBOARD OF PIER
PROVIDE ADDED ELBOW
HERE SUCH THAT
CONNECTION IS
ABOVE PIER DECK.
WHERE ROUTING PIPE
OUTBOARDOF PIER
PROVIDE ADDED ELBOW
HERE SUCH THAT
CONNECTION IS
ABOVE PIER DECK.
1" INSUL, JACKET, AND
HEAT TRACE (TYP)
8" SLEEVE
(WHERE REQ'D)
1" INSUL, JACKET, AND HEAT TRACE (TYP)
PIER DECK
RISER CLAMP
(WHERE REQ'D)
NOT TO SCALE MS501
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS (TYP)
1" QUICK DISCONNECT
N O
CL 3000 SW, 2X1 REDUCER
GLOBE VALVE
8" SLEEVE
(WHERE REQ'D)
2" DI
1" INSUL, JACKET, AND
HEAT TRACE (TYP)
NOTES:
1. PROVIDE CLEARANCE AS
RECOMMEND BY FILTER
MANUFACTURER TO ALLOW
COMPLETE REMOVAL OF
BOWL
50 MICRON FILTER
1-1/2" X 3/8" STAINLESS
STEEL "U" STRAP
WITH 1/2" STAINLESS
STEEL NUTS AND BOLTS
4" BALL
VALVE
4" DI 90
DEG EL
4" DI 90
DEG EL
4X4X4 DI
TRUE "Y"
RISER
CLAMP
C4X7.25 CHANNEL
SUPPORT W/ PLATE.
BOLT PLATE TO DECK
W/ 5/8" SS ANCHOR
BOLTS W/ 4-1/2" MIN
EMBED.
NOT TO SCALE MS501
CL CHTS
OUTLET
TOP OF PIER
4" BRONZE MALE CAM
LOCK QUICK DISCONNECT
FITTING.
4" X 2-1/2" BRONZE
REDUCING CAM LOCK
QUICK DISCONNECT
FITTING WITH DUST
COVER
4" X 2-1/2" BRONZE
REDUCING CAM LOCK
QUICK DISCONNECT
FITTING WITH DUST
COVER
4" BRONZE MALE CAM
LOCK QUICK DISCONNECT
FITTING.
P
PRESSURE-REDUCING VALVE,
ONE PER VALVE STN,
@ TWO RIVER SIDE STNS ONLY.
CLAMP-ON MULTI-
FUNCTION FLOW METER
1. DETAILS SHOW ELEVATIONS OF VALVE STATIONS FOR
IDENTIFICATION OF COMPONENTS. REFER TO ENLARGED
PLANS FOR ORIENTATION OF COMPONENTS.
2.
L
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M
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W e d n e s d a y
O c t o b e r p m
U
S E
R j w r i c e
N A
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I E
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N G
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G
C
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M A
U
T H
E A
S T
I P
T
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O U
N
T R
A L
N A
V A
L
A
A
T I O
N
J A
C K
S O
N V
I L L E
PROJECT MANAGER
IPT TECH. BRANCH HEAD
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. 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
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC / B.L.T.L.
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
GIANNA WARNER
1142017
J O
I N
T
B
A S
E
C
H A
R L
E S
T O
N C
H A
R L
E S
T O
N
S
C
XXX
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
W a t e r f r o n t
B e r t h i n g
P i e r
E x t e n s i o n
P i e r
X
R r
A
D
E S
I G
N
S
U B
M I T
T A
L
J W
E
R
M
E C
H A
N I C
A L
D
E T
A I L
S
S
H E
H E
MS523
NONE
JJM JJM LJD
11/16/2012
PIER DECK
RISER CLAMP
(WHERE REQ'D)
NOT TO SCALE
ADJUSTABLE PIPE SUPPORT,
SEE DETAIL C1, DWG MS621
FOR DETAILS (TYP)
1" QUICK DISCONNECT
CL 3000 SW, 1-1/2"X" RED
BALL VALVE W/ SW ENDS
4" SLEEVE
(IF REQ'D)
1-1/2" DI
1" INSUL, JACKET, AND
HEAT TRACE (TYP)
S L O
P E
COLLAR
REMOVABLE DOME
STRAINER TOP
CAST-IN-PLACE
FLOOR DRAIN
HOUSING
THREADED, CAULCED
OR GASKETED OUTLET
NOT TO SCALE
NOT TO SCALE
12"3" 3"
TANK
18"
3/8" BENT PLATE
(1/4" BENT PLATE IN
SIM CONDITION)
3/8" BENT PLATE
(1/4" BENT PLATE IN
SIM CONDITION)
NOT TO SCALE
CAST IRON…
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