Drawings MK502_M-600_M-002_MQ501_AMDT 0004.pdf
PDF 632 KB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This federal solicitation is for construction services related to upgrades at the Dexter Adult Fish Facility. The solicitation seeks contractors to improve, replace, and add major features to the Dexter Fish Facility to meet criteria set by the National Marine Fisheries Service. Upgrades include work on the fish ladder, auxiliary water system diffusion chambers, and other areas. The period of performance is from March 2023 to November 2026. The estimated value of construction work is between $25 million to $100 million. The solicitation is unrestricted and open to all contractors. A 10% price evaluation preference will be given to offers from HUBZone small businesses. The relevant NAICS code is 237990 for other heavy and civil engineering construction, with a $39.5 million small business size standard. The issuing agency is the Department of the Army Corps of Engineers Engineering District Portland.
View the file
Other files
Show 40 more
Latest 50 of 71 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
B
C
D
E
1 2 3 4 5 6
A
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
T
N O
SU
BM
IT
TE
D
B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MQ501
D
EX
TE
R
D
AM
A N
D R
ES
ER
VO
IR
AD
U
LT
F
IS
H
F
AC
IL
IT
Y U
PG
R
AD
E
FA
IL
IT
Y D
IS
C
H
AR
G E
SY
ST
EM
S
R
ET
U R
N T
O R
IV
ER
P
IP
JO
SE
PH
V
. G
IR
AL
T
J.
G
IR
AL
T W
H
IT
EH
EA
D
/1
7/
W
N
R
D
AN
IE
L M
. J
EN
SE
N
P .E
/1
7/
1:
AN
SI
F
PO
R
TL
AN
D D
IS
TR
IC
T
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D , O
R
EG
O N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
D
XF
-1
.1
_M Q
1.
D W
G
RETURN TO RIVER PIPE
PRESORT POOL
SORT AREA
SCALE: 1"= 10'
10' 0 10'5' 0 5' 10'
SCALE: 1
8"= 1'-0"
FACILITY WATER DISCHARGE
RETURN TO RIVER DISCHARGE
N: 831251.26 E: 4313393.18
EL. 644.35'
MP102
RETURN TO RIVER PIPE NORTH
1/8" = 1'
MP102
RETURN TO RIVER PIPE SOUTH
1" = 10'
10'-117 8"
NOTES:
1. SEE GENERAL NOTES, SHEET M-001 AND M-002.
SEE ALSO MN 514 FOR PIPE NOMENCLATURE
2. PIPE ELEVATIONS ARE PROVIDED AT PIPE
CENTERLINE. AT BELL AND SPIGOT LOCATIONS,
MEASUREMENTS TAKEN AT APPROXIMATE GASKET
LOCATION. SOME BELL AND SPIGOT LOCATIONS ARE
OMITTED; ADJUST SUPPORT LOCATIONS AS
REQUIRED TO ACCOUNT FOR ADDITIONAL BELL AND
SPIGOT LOCATIONS.
'-5
8"
67'-15 8"
'-6
10" GATE VALVE
(DXF-FWS-STS02)
RECOVERY TANK FLANGE
N: 831553.62 E: 4313321.70
EL. 664.81'
FLANGE
N: 831544.87 E: 4313318.86
EL. 663.84'
FLUME SWITCHGATE FLANGE
N: 831540.55 E: 4313327.73
EL. 667.05'
RTR-FS-1 FLANGE
N: 831534.73 E: 4313318.03
EL. 665.96'
10" FLANGE
N: 831541.80 E: 4313319.26
EL. 659.13'
45 ELBOW TYP 2
10" X 16" CONCENTRIC
REDUCER
18" X 10" CONCENTRIC
REDUCER
RTR-RT-3 FLANGE
N: 831528.08 E: 4313312.31
EL. 661.63'
RTR-RT-3 FLANGE
N: 831527.74 E: 4313313.21
EL. 663.39'
RTR-RT-3 FLANGE
N: 831520.01 E: 4313309.72
EL. 661.36'
RTR-RT-4 / 5 CONNECTION
N: 831498.54 E: 4313302.69
EL. 660.46'
SEE NOTE 2
RTR-FS-2 / 3 CONNECTION
N: 831495.69 E: 4313305.81
EL. 662.66'
SEE NOTE 2
RTR-RT-5 / 6 CONNECTION
N: 831485.10 E: 4313308.18
EL. 659.78'
SEE NOTE 2
RTR-FS-3 / 4 CONNECTION
N: 831482.62 E: 4313310.91
EL. 661.34'
SEE NOTE 2
RTR-RT-6 / RTR-U-1 FLANGE
N: 831458.25 E: 4313368.89
EL. 657.82'
RTR-U-1 / FS-4 FLANGE
N: 831457.16 E: 4313368.46
EL. 659.49'
SEE NOTE 2
RTR-U-1 / RTR-U-2 FLANGE
N: 831454.80 E: 4313376.67
EL. 657.57'
RTR-U-2 / 3 CONNECTION
N: 831440.49 E: 4313384.50
EL. 656.99'
SEE NOTE 2
RTR-U-3 / 4 CONNECTION
N: 831353.47 E: 4313355.89
EL. 654.89'
SEE NOTE 2
RTR-U-4 / 5 CONNECTION
N: 831339.81 E: 4313361.84
EL. 653.85'
SEE NOTE 2
R7'-6"
R10'-0"
R10'-0"
R10'-0"
RTR-U-5 / 6 CONNECTION
N: 831313.14 E: 4313422.39
EL. 649.02'
SEE NOTE 2
RTR-U-6 / 7 CONNECTION
N: 831300.45 E: 4313428.81
EL. 647.85'
SEE NOTE 2
RTR-U-8 FLANGE
N: 831253.53 E: 4313413.35
EL. 645.49'
A
D
IT
IO
N
/C O
R R
EC
TI
O N
S O
F N
O
TE
S
AN
D E
LE
VA
TI
O
N S
- R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M D
T
J
BJ
F
MARK SHEET DESCRIPTION LOCATION SIZE ACTUATOR SERVICE ACTUATOR VOLTAGE SCADA HP
DXF‐FWS‐EDC01 MK501 SLIDE GATE ENTRANCE AREA, TAILRACE DISCHARGE 78" ELECTRIC MODULATING VAM‐EM1 480VAC YES 5 DXF‐FWS‐ADC01 MK503 BALL VALVE ENTRANCE AREA, VAULT 2 48" ELECTRIC MODULATING VAM‐EM2 480VAC YES 1 DXF‐FWS‐ADC02 MK503 BALL VALVE ENTRANCE AREA, VAULT 2 48" ELECTRIC MODULATING VAM‐EM3 480VAC YES 1 DXF‐FWS‐AWS01A MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM4 480VAC YES 1.5 DXF‐FWS‐AWS01B MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM5 480VAC YES 1.5 DXF‐FWS‐AWS02 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 2 36" ELECTRIC OPEN/CLOSE VAM‐EM6 480VAC YES 0.33 DXF‐FWS‐AWS03 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 3 36" ELECTRIC OPEN/CLOSE VAM‐EM7 480VAC YES 0.33 DXF‐FWS‐AWS04 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 4 36" ELECTRIC OPEN/CLOSE VAM‐EM8 480VAC YES 0.33 DXF‐FWS‐AWS05 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 5 36" ELECTRIC OPEN/CLOSE VAM‐EM9 480VAC YES 0.33 DXF‐FWS‐AWS06 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 6 36" ELECTRIC OPEN/CLOSE VAM‐EM10 480VAC YES 0.33 DXF‐FWS‐APH01 MP501 GATE ASPHALT POND HEADER, SURFACE PAD 12" ELECTRIC OPEN/CLOSE VAM‐EM11 480VAC YES 0.33
DXF‐FWS‐APD02 MP501 GATE ASPHALT POND DIFFUSER, MANHOLE 12" MANUAL OPEN/CLOSE
DXF‐FWS‐PSS01 MP503 BUTTERFLY PRESORT AREA, VAULT 3 30" ELECTRIC MODULATING VAM‐EM12 480VAC YES 1 DXF‐FWS‐PSS02 MP503 BUTTERFLY PRESORT AREA, VAULT 4 30" ELECTRIC MODULATING VAM‐EM13 480VAC YES 1 DXF‐FWS‐PRE01 MP504 BUTTERFLY PRESORT AREA, PLATFORM, EXPOSED, FLUME SUPPLY 6" ELECTRIC MODULATING VAM‐EM14 480VAC PSCC 0.75 DXF‐FWS‐PRE02 MP504 BUTTERFLY PRESORT AREA, OBSERV. PLATFORM, IN LINE EXPOSED, FALSE WEIR SUPPLY 10" ELECTRIC OPEN/CLOSE VAM‐EM15 480VAC PSCC 0.75 DXF‐FWS‐PRE03 MP504 BUTTERFLY PRESORT AREA, OBSERV. PLATFORM, FALSE WEIR DRAIN 6" MANUAL OPEN/CLOSE DXF‐FWS‐PRE04 MP503 BALL VALVE PRESORT AREA, VAULT 4, BRAIL PIT DRAIN, T‐HANDLE OPERATOR 2.5" MANUAL OPEN/CLOSE DXF‐FWS‐PRE05 MP503 BALL VALVE PRESORT AREA, VAULT 3, POOL DRAIN, T‐HANDLE OPERATOR 6" MANUAL OPEN/CLOSE DXF‐FWS‐UWI02 MP506 GATE EXISTING LADDER AREA‐ SURFACE SUPPORTED CONCRETE PAD 30" ELECTRIC OPEN/CLOSE VAM‐EM16 480VAC YES 1 DXF‐FWS‐UWD01 MP506 BALL VALVE EXISTING LADDER AREA‐ SURFACE SUPPORTED CONCRETE PAD 12" ELECTRIC MODULATING VAM‐EM17 480VAC YES 0.33 DXF‐FWS‐UWD02 MP506 BALL VALVE EXISTING LADDER AREA‐ SURFACE SUPPORTED CONCRETE PAD 24" ELECTRIC MODULATING VAM‐EM18 480VAC YES 0.33 DXF‐FWS‐PSP01 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 5, OPERATOR STAND 18" MANUAL OPEN/CLOSE DXF‐FWS‐PST01 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST02 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST03 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST04 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST05 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST06 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST07 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST08 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST09 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST10 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 6, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐STI01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT 7, OPERATOR STAND, MAIN LINE ISOLATE 18" MANUAL OPEN/CLOSE DXF‐FWS‐STS01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT 7, OPERATOR STAND, SORT AREA ISOLATE 16" MANUAL OPEN/CLOSE DXF‐FWS‐SGI01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT 7, OPERATOR STAND, RTR/SWITCH ISOLATE 18" MANUAL OPEN/CLOSE DXF‐FWS‐PSF01 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE, RTR SUPPLY 6" ELECTRIC OPEN/CLOSE VAM‐EM19 480VAC CONSOLE 0.75 DXF‐FWS‐PSF02 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE, POOL 1 FISH PIPE SUPPLY 6" ELECTRIC OPEN/CLOSE VAM‐EM20 480VAC CONSOLE 0.75 DXF‐FWS‐PSF03 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE, POOL 2 FISH PIPE SUPPLY 6" ELECTRIC OPEN/CLOSE VAM‐EM21 480VAC CONSOLE 0.75 DXF‐FWS‐RTK01 MP511 BALL VALVE SORTING AREA, RECOVERY TANK SUPPLY 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK02 MP511 BALL VALVE SORTING AREA, RECOVERY TANK DRAIN 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK03 MP511 BALL VALVE SORTING AREA, RECOVERY TANK OVERFLOW 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK04 MP514 BALL VALVE SORTING AREA, RECOVERY TANK, FISH PIPE SUPPLY 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK05 MP514 BALL VALVE SORTING AREA, RECOVERY TANK, RAMP SPRAY NOZZLE SUPPLY 1.5" MANUAL OPEN/CLOSE DXF‐FWS‐STB01 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 1 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB02 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 2 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB03 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 3 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB04 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 4 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB05 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 5 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB06 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB07 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB08 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB09 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐ANS01 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, SUPPLY 3" MANUAL OPEN/CLOSE DXF‐FWS‐ANS02 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE DXF‐FWS‐ANS03 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, OVERFLOW DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE
DXF‐FWS‐TFS01 MP514 BALL VALVE TRUCK FILL STATION 6" MANUAL OPEN/CLOSE
DXF‐FWS‐CRH01 MP512 KNIFE GATE CONCRETE RACEWAY HEADER 30" ELECTRIC OPEN/CLOSE VAM‐EM22 480VAC YES 0.75 DXF‐FWS‐STS02 MP511 GATE SWITCHGATE AREA, EXPOSED SUPPLY FOR RTR 10" MANUAL MODULATING DXF‐FWS‐UWD03 SK516‐3 SLIDE GATE EXISTING LADDER AREA SLIDE GATE 96" ELECTRIC MODULATING VAM‐EM23 480VAC YES 1
DXF‐FWS‐AAV01 M603 AIR VALVE ENTRANCE AREA, VAULT 2, DECK AREA 8"
DXF‐FWS‐FH01 MP514 HYDRANT RESIDENCE ROADWAY 6" MANUAL OPEN/CLOSE
VALVE AND ACTUATOR SCHEDULE
B
C
D
E
1 2 3 4 5 6
A
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
T
N O
SU
BM
IT
TE
D
B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-600
D
EX
TE
R
D
AM
A N
D R
ES
ER
VO
IR
AD
U
LT
F
IS
H
F
AC
IL
IT
Y U
PG
R
AD
E
G
EN
ER
AL
VA
LV
E
AN
D A
C
TU
AT
O
R
SC
H
ED
U
LE
EN
C
-D M
J.
G
IR
AL
T B.
FI
LA
N
/0
4/
W
N
R
D
AN
IE
L
M . J
EN
SE
N P
.E
/0
4/
1:
AN
SI
F
PO
R
TL
AN
D D
IS
TR
IC
T
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D , O
R
EG
O N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
D
XF
1.
1_
M -6
.D
W G
GENERAL NOTES:
1. SEE M-001 FOR GENERAL MECHANICAL NOTES.
2. SEE MP, MK, AND SK SERIES SHEETS FOR DETAILS.
3. BALL VALVES INDICATED AS 6" OR LESS MUST BE PROVIDED AS A THREE PIECE VALVE
TO ENSURE FUTURE REPLACEMENT/REPAIR. CONTRACTOR MAY PROPOSE ALTERNATE
PIPE CONFIGURATION TO SUPPORT A STANDARD VALVE.
-2 3-
TA
BL
E U
PD
AT
E
TO
IN
C
O R
PO
R
AT
E
C H
AN
G
ES
A
N D
U
PD
AT
ES
IN
T
AG
S
AN
D
L O
C
AT
IO
N
S O
F
VA
LV
ES
U
PD
AT
ED
S
C H
ED
U
LE
F
O R
D
XF
-F W
S- U
W D
C O
R R
EC
TE
D
IN
A C
C O
R D
AN
C
E W
IT
H
A M
D T
-0
4-
U
PD
AT
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M D
T
4, S
C H
ED
U
LE
IS
U
PD
AT
ED
F R
O M
A M
D T
-1 3-
2 3
D
E
1 2 3 4 5 6
A
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
T
N O
SU
BM
IT
TE
D
B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-002
D
EX
TE
R
D
AM
A N
D R
ES
ER
VO
IR
AD
U
LT
F
IS
H
F
AC
IL
IT
Y U
PG
R
AD
E
G
EN
ER
AL
PI
PE
N O
TE
S
EN
C
-D M
J.
G
IR
AL
T B.
FI
LA
N
/0
4/
W
N
R
D
AN
IE
L
M . J
EN
SE
N P
.E
/0
4/
1:
AN
SI
F
PO
R
TL
AN
D D
IS
TR
IC
T
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D , O
R
EG
O N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
D
XF
1.
1_
M -0
.D
W G
K
PIPING DESIGNATION
INDICATES PIPE
SIZE IN INCHES
INDICATES PIPE SERVICE WHEN SHOWN
(SEE ABBREVIATIONS BELOW)
INDICATES PIPE MATL
(SEE ABBREVS BELOW)
DOUBLE LINE SINGLE LINE
WELD JOINT
FLANGED JOINT
FLANGED COUPLING ADAPTER
FLEXIBLE COUPLING
FLEXIBLE COUPLING
WITH THRUST TIES
CONCENTRIC REDUCER
ECCENTRIC REDUCER
FLANGED BUTTERFLY VALVE
GATE VALVE
KNIFE GATE VALVE
MISCELLANEOUS PIPING SYMBOLS
AIR VENT (MANUAL)
3" - V 400
CONTROL VALVES
MANUAL VALVES AND CHECK VALVES
VALVE SYMBOLS
GATE
BUTTERFLY
GLOBE
BALL
ECCENTRIC PLUG
SEATING PORT
PLUG OR COCK
NEEDLE
SWING CHECK
BALL CHECK
PRESSURE RELIEF
AIR VENT (AUTO)
SOLENOID VALVE
IMPLIED BY INDICATED FLOW PATTERN.
INDICATE FLOW PATTERN. SEATING PORTS ARE
APPROPRIATE VALVE SYMBOL SHOWN). ARROWS
(GLOBE VALVE SHOWN. FOR OTHER VALVE TYPES,
MULTI-PORT VALVE
REGULATED SIDE
PRESSURE CONTROL
GAUGE WITH COCK
THERMOMETER
FLOW SWITCH
X = NO. SHOWN IN SPECS
FLOW METER
PRESSURE SWITCH
STRAINER
FLEXIBLE HOSE
VALVE TYPE, SEE
SPECIFICATIONS
VALVE DESIGNATION
SIZE OF VALVE
ACTUATOR SYMBOL
FLOW DIRECTION
FLOW DIRECTION
VALVE SYMBOL
VALVE DESIGNATION
PLAN VIEW
GATE SYMBOLS
SPRING-OPPOSED, SINGLE OR
DOUBLE ACTING
SINGLE OR DOUBLE ACTING
ACTUATED BY ONE INPUT
HYDRAULIC
SOLENOID
ELECTRO HYDRAULIC
ELECTRIC MOTOR
PNEUMATIC CYLINDER
PNEUMATIC DIAPHRAGM
ACTUATOR SYMBOLS
HEAT TRACED AND INSULATED PIPE
PNEUMATIC
CENTRIFUGAL
VERTICAL PROPELLER
AXIAL FLOW
PUMP SYMBOLS
HOSE VALVE (HV- X) OR
(V-X) X = NO. IN SPECS
INTAKE SCREEN
18-D-STP
DIAPHRAGM, DIFFERENTIAL
PRESSURE
STOP LOG
FLAP
SLUICE
SHEAR
FABRICATED SLIDE
X
FS
FM
PS
M
S
K
S
H
M
P
1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION
POINTS.
2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO
ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED.
TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS
SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS
ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED
IN THE FIELD AND/OR DETAILED ON SHOP DRAWINGS, AND APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED.
4. ALL JOINTS SHALL BE WATERTIGHT.
5. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL
BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE.
ALL OF THE VARIOUS PIPING APPLICATIONS ARE NOT NECESSARILY
USED IN THE PROJECT.
6. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY
APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE
CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.
7. HYDRAULIC FLUID SYSTEMS ARE DESIGNED BASED ON THE STANDARD SYMBOLOGY
DEFINED IN STANDARD ISO 1219, FLUID POWER SYSTEMS AND COMPONENTS.
8. EXPOSED PIPE AND FITTINGS, ABOVE GRADE AND EXPOSED TO ATMOSPHERE, MAY
BE STAINLESS STEEL OR CARBON STEEL WITH COATING SYSTEM NO 29.
UNLESS OTHERWISE INDICATED. SEE SPECIFICATION 09 97 02.00 25.
BURIED PIPE AND FITTINGS MUST BE CARBON STEEL WITH COATING SYSTEM NO. 29.
UNLESS OTHERWISE INDICATED. SEE SPECIFICATION 09 97 02.00 25.
INTERIOR AND EXTERIOR SURFACES MUST RECEIVE A COATING SYSTEM. USE
STAINLESS STEEL PIPE WHEN INTERIOR COATING SYSTEM CANNOT BE APPLIED.
GALVANIZING IS NOT ACCEPTABLE. COATING SYSTEM FOR BURIED APPLICATION
REQUIRES MFR RECOMMENDED WRAP. BURIED PIPE MAY BE SUPPLIED AS HDPE,
UNLESS OTHERWISE INDICATED. SEE SPECIFICATIONS 40 05 13.00 25 AND 40 05 13.96 25.
9. PIPING EMBEDDED IN CONCRETE MUST BE STAINLESS STEEL OR CARBON STEEL WITH
COATING SYSTEM NO. 29. COATING SYSTEM REQUIREMENTS FOR BURIED APPLICATION
MUST BE USED. PIPING EXPOSED IN VAULTS
MAY BE STAINLESS STEEL OR CARBON STEEL WITH COATING SYSTEM NO. 29.
10. TRANSITIONS BETWEEN STEEL AND STAINLESS STEEL SHALL OCCUR
WHILE PIPE IS BURIED. DISSIMILAR METAL TRANSITIONS SHALL HAVE
ISOLATION PER THE SPECIFICATION.
11. SEE SPECIFICATIONS FOR DETAILS REGARDING MATERIAL, FITTING,
COATING, AND INSTALLATION REQUIREMENTS.
12. ALL ELBOWS SHALL BE TRADITIONALLY DEFINED LONG RADIUS SMOOTH WALL
90° ELBOWS UNLESS OTHERWISE DEFINED. MITERED JOINTS ARE NOT ACCEPTABLE.
13. VALVES SHALL BE LABELED ACCORDING TO SPECIFICATIONS PRIOR TO
INSTALLATION.
14. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8
OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN
APPROVED ANTI-GALLING COMPOUND.
15. ALL PIPE LENGTHS ARE APPROXIMATE AND SHALL BE VERIFIED BY
CONTRACTOR.
16. REDUCERS SHALL BE OF THE CONICAL TYPE, PER ASME B31.3.
STEEL PIPE
POLYVINYL CHLORIDE
STAINLESS STEEL
DUCTILE IRON
STP
SST
PVC
HIGH DENSITY POLYETHYLENE
DI
HDPE
GSP
COP
PIPE MATERIAL
GALVANIZED STEEL PIPE
COPPER
FWDS
HF
WS
V
FWS
FT
D
FISH TRANSFER
HYDRAULIC FLUID
FACILITY WATER DISTRIBUTION SYSTEM
FOREBAY WATER SUPPLY
WASHDOWN SYSTEM
VENT
TANKER FILL
DRAIN
SERVICE ABBREVIATION FOR PIPING
CA COMPRESSED AIR
TF
GENERAL PIPING NOTES
MECHANICAL LEGEND AND NOTES
GENERAL PIPE DESIGN INFORMATION
1. FLOW VELOCITIES MAY NOT EXCEED 20 FT/S.
2. A TOTAL MAXIMUM PIPE FLOW VIA EXISTING POWERHOUSE CONNECTION IS 239
CFS. A MAXIMUM FLOW OF 139.2 CFS WILL BE DELIVERED TO THE AUXILIARY WATER
SYSTEM VIA POWER HOUSE SUPPLY DIVERSION.
3. FOR PIPE INDICATED AS 48" DIAMETER, MINIMUM INTERNAL DIAMETER IS 47.25"
PLUS NOMINAL COATING THICKNESS. ACCEPTABLE PIPING SYSTEMS MAY NEED TO
BE PROVIDED AT LARGER DIAMETERS. UP TO 60" DIAMETER, IN SELECTED AREAS,
MAY BE ACCEPTABLE BY APPROVED SUBMITTAL.
4. BURIED FERROUS PIPING SYSTEMS MUST BE SUPPLIED WITH A CATHODIC
PROTECTION SYSTEM.
5. FERROUS PIPING SYSTEMS MUST BE SUPPLIED WITH A THERMOPLASTIC COATING
SYSTEM. IT MUST BE APPLIED INTERIOR AND EXTERIOR SURFACES, TO INCLUDE
WELDED FLANGES.
6. EXPOSED FERROUS PIPE MUST INCLUDE AN EXTERNAL POLYURETHANE TOP
COATING, WRAP, MASTIC, OR OTHER APPROVED UV PROTECTION SYSTEM.
7. VAULT PENETRATIONS MUST BE PROVIDED WITH WATER TIGHT SEAL SYSTEM.
8. THRUST BLOCKS ARE REQUIRED.
9. AIR RELEASE COMBINATION VALVES MUST BE PLACED NEAR HIGH POINTS IN THE
WATER SUPPLY PIPE SYSTEM. PLACEMENT MUST OCCUR SO THAT PIPE CAN BE
DRAINED AND FILLED.
10. VALVE OPERATOR MUST BE INSTALLED ABOVE VAULT LID. OPERATOR MUST BE
ACCESSIBLE AND OPERABLE WITHOUT ENTERING THE VAULT.
-1
3 -
U
PD
AT
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
D T
, P
IP
E N
O
TE
S
AR
E
AM
EN
D
ED
D
E
1 2 3 4 5 6
A
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
T
N O
SU
BM
IT
TE
D
B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MK502
D
EX
TE
R
D
AM
A N
D R
ES
ER
VO
IR
AD
U
LT
F
IS
H
F
AC
IL
IT
Y U
PG
R
AD
FI
SH
L
AD
D
ER
A
W S
D
IF
FU
SI
O N
C H
AM
BE
R
AW
S C
O N
N
EC
TI
O
N
PL
AN
V
IE
W
JO
SE
PH
V
. G
IR
AL
T
J.
G
IR
AL
T W
H
IT
EH
EA
D
/1
7/
W
N
R
IE
L M
. J
EN
SE
N
P .E
/1
7/
1:
AN
SI
F
PO
R
TL
AN
D D
IS
TR
IC
T
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D , O
R
EG
O N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
D
XF
-1
.1
_M K5
.D
W G
SCALE:
AWS PIPING ISOMETRIC VIEW
NTS
30'20'10'05'
SCALE: 116"= 1'-0"
MP102
AWS PIPING PLAN VIEW
SCALE: 1/16"=1'-0"
A
MK504
B
MK504
NEW FWS CONNECTION TO EXISTING
48"Ø FACILITY WATER SUPPLY MADE
AT OUTSIDE POWERHOUSE WALL,
CL EL 643.82'
36"Ø AWS WATER RETURN PIPE
EMBEDDED IN AWS.
CL EL 641.57'
48"Ø ENTRANCE DIFFUSION CHAMBER HEADER PIPE,
SEE SHEET MK503 FOR DETAILS
CL EL 636.82'
VALVE VAULT 2 NOT SHOWN
48"Ø BALL VALVE AND
ACTUATOR. (2 EACH)
HOUSEKEEPING PAD 1
FOR 12"Ø SUPPLY
HEADER SHUT-OFF VALVE
NEW 12" ØCONNECTION TO
EXISTING 12" Ø ASPHALT POND
SUPPLY HEADER LINE,
CL EL 658.32'
NEW 12"Ø CONNECTION TO
EXISTING 12"Ø ASPHALT POND
DIFFUSER PIT SUPPLY LINE,
CL EL 642.45'
36"Ø AWS RETURN PIPE FROM
EXISTING FISH LADDER TO AWS
PIPE FOLLOWS EXISTING 48"Ø
FACILITY WATER SUPPLY PIPE
TRENCH, CL EL 648.98'
SEE SHEET MK504 FOR DETAILS
PRE-SORT AREA DRAIN LINE,
SEE SHEET MP505 FOR DETAILS
DETAIL 1: AWS INLET
SEE SR101 AND SR701
FOR STRUCTURAL DETAILS
EXISTING ASPHALT POND
FISH LADDER
SEE SE SERIES DRAWINGS
FOR STRUCTURAL DETAILS
ACCESS LADDER CROSSING
SEE SK SERIES DRAWING FOR
STRUCTURAL DETAILS
FISH LADDER ENTRANCE
AWS DIFFUSION CHAMBERS
SEE SE SERIES DRAWINGS
FOR STRUCTURAL DETAILS
FLOW TRANSITOR
VALVE VAULT NOT SHOWN
WASTE WATER COMBINTION AIR VALVE
PRESSURE TRANSDUCER
PRESSURE TRANSDUCER PIPELINE
D
EC
N O
TE
U
P D
AT
ED
T O
A C
C U
R
AT
EL
Y
R
EF
LE
C
T
IN
FO
R
M
AT
IO
N
O N
M
- R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
D T
8' -0
6'-21 2"
TRANSITION BEND TYPICAL
NOTES:
1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.
2. FLANGE MUST BE INSTALLED USING 18" THICK CHLOROPRENE
GASKET.
7' -11
BOLTED FLANGE
CONNECTION TO AWS PIPE
BOLT ASSEMBLIES
NOT SHOWN
(3/16) G
3/16 TYP
8" STAINLESS STEEL PLATE
PER ASTM A240, TYP.
3' -0
AW
S
IN
LE
T D
ET
AI
L
AD
D
ED
, S R
R
EF
U
PD
AT
ED
, N O
TE
S
AD
D
ED
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M D
T
JA
N
8"
M G
W
BJ
F
GRIND FLANGE TO ALLOW
FITMENT WITH TRANSITION
36" STAINLESS STEEL
FLANGE PER AWWA,
CLASS D, TYP 2 PLACES
A
36" SCH. 40 PIPE
SEE SHEET SR701
DETAIL
SCALE:
- 1/4"=1'-0"
SECTION
SCALE:
A
- 1/4"=1-0"
G
CJP
| BI_10054535_10050607_Dexter MQ501_AMDT 0004 |
| BI_10055622_Dexter M-600_AMDT 0004 |
| Drawing M-002_AMDT 0004 |
| Drawing MK502_AMDT 0004 |
File details come from the government source that posted it. Updated .