B.08 7N23R0007 TDA Lamprey Amendment 2 Mechanical Plans.pdf
PDF 2 MB Posted
- Attached to
- TDA Fish Accords Lamprey The Dalles
- Solicitation number
- W9127N23R0007
About this file
This document package outlines requirements for a federal construction contract to design and fabricate a lamprey fish ladder and associated components at The Dalles Lock and Dam. Key specifications include designing and manufacturing aluminum flumes, ramps, weirs, and a trap box to guide lamprey fish upstream. Support structures, fasteners, and other miscellaneous metal parts must also be provided. The contractor will install the fabricated components and ensure they function properly to pass fish. The U.S. Army Corps of Engineers district office in Portland, Oregon issued the solicitation. The completed project supports fish passage accords at the dam.
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ANGULAR
GENERAL
LINEAR FRACTIONAL
8"
0.002"
0 DECIMAL PLACES
1 DECIMAL PLACE
LINEAR DECIMAL
0.010" 0.030"
TOLERANCES UNLESS OTHERWISE SPECIFIED
1 DECIMAL PLACE
0.5 0.1
2 DECIMAL PLACES
3 DECIMAL PLACES
SAWING, FLAME CUTTING,
SHEARING, AND BREAKING
STRUCTURAL SHAPES AND
WELDING
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-001
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LEGEND:
BOLD LINES REPRESENT NEW ITEMS.
GREY LINES REPRESENT EXISTING ITEMS
BEND LINES
MECHANICAL GENERAL NOTES:
1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECH. DRAWINGS, UNLESS NOTED OTHERWISE.
2. DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY BE REQUIRED DEPENDING ON SPECIFIC
EQUIPMENT APPROVED FOR INSTALLATION.
3. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE DEGREES, UNLESS SHOWN OTHERWISE.
4. WELDING OF STEEL IS TO BE PERFORMED IN ACCORDANCE WITH AWS D1.1.
5. WELDING OF ALUMINUM IS TO BE PERFORMED IN ACCORDANCE WITH AWS D1.2. WELD SIZES WILL BE THE MINIMUM SIZE
REQUIRED BY AWS D1.2 FOR THE TYPE OF WELD SHOWN UNLESS SHOWN OTHERWISE. REMOVE ALL BACKING BARS AND
STRIPS.
6. PROVIDE MECHANICAL FASTENERS PER ASTM F593C OR STRONGER WITH MATCHING NYLOC NUTS AND INSULATING
WASHERS. INSTALL WITH A MARINE GRADE ANTI-GALLING COMPOUND PER MIL-PRF-907E. INCLUDE NYLON WASHERS SIZED FOR REQUIRED GASKET PRESSURE PRE-LOAD. SUBMIT ANY CALCULATIONS TO THE CONTRACTING OFFICER FOR APPROVAL.
16 FASTENERS REQUIRED PER FLUME FLANGE CONNECTION. 2 FASTENERS REQUIRED PER FLUME SUPPORT. 2 FASTENERS
REQUIRED PER RAMP SUPPORT.
7. PROVIDE EPDM GASKETS PER ASTM D1056-2A FOR ALL FLANGED PIPE CONNECTIONS. GASKETS SHOULD BE SIZED FOR 30%
COMPRESSION.
8. BREAK CORNERS AND EDGES.
9. ALL FISH CONTACTING SURFACES MUST BE SMOOTH TO THE TOUCH WITH NO BURRS OR SNAGS. FINAL SURFACING
SUBJECT TO USACE BIOLOGIST APPROVAL.
10. ALL FLUME COMPONENTS ARE FABRICATED FROM 3/16" 5052-H34 ALUMINUM SHEET PER ASTM B209 UNLESS SPECIFIED
OTHERWISE.
11. ALL LAMPREY FLUME COMPONENTS ARE TO BE COLD FORMED WITH BEND RADII NO LESS THAN 9/16" UNLESS SPECIFIED
OTHERWISE. COMPONENTS MUST HAVE CLEAN CUTS AND MAY NOT BE FLAME CUT.
12. WELD ALL LAMPREY FLUME COMPONENTS WATER TIGHT. BUILD UP WELDS AND GRIND TO MATCH BEND RADII WHERE
NECESSARY TO ENSURE CONTINUOUS TRANSITION BETWEEN HORIZONTAL AND VERTICAL SURFACES.
13. CONTRACTOR MUST INSTALL FLUMES LEAK FREE. FLUME TRANSITIONS MUST NOT PRESENT AN INTERNAL RAISED EDGE ON THE
UPSTREAM SIDE OF THE FLANGE CONNECTION. PROVIDE GASKETS FOR ALL FLANGED FLUME CONNECTIONS. TEMPLATE FLANGE FOR GASKETS. GASKET MATERIAL MUST BE AN OUTDOOR RATED ETHYLENE PROPYLENE DIENE MONOMER WITH A DUROMETER OF 60A, WITH A MINIMUM TENSILE STRENGTH OF 1000 PSI, HAVE A RATED TEMPERATURE RANGE FROM -40F TO
225F, AND HAVE A NOMINAL THICKNESS NO GREATER THAN 1/8".
14. TORQUE FLUME FLANGE FASTENERS EQUALLY ACROSS THE CENTERLINE OF THE FLUME. TORQUE SHOULD BE APPLIED IN
THREE EQUAL STAGES SO FLANGES DO NOT BECOME DISTORTED. FINAL TORQUE SHOULD BE 20 FT-LB.
15. CONTRACTOR DESIGNED SUPPORTS MAY BE INSTALLED USING STAINLESS STEEL SHIMS TO LEVEL OR ACCOUNT FOR SLOPE.
CONTRACTOR PROVIDED SUPPORTS MUST BE PROVIDED TO ALLOW THE SHIM TO BE CAPTURED OR CLAMPED DURING
INSTALLATION.
16. THE SURFACE OF THE RAMP OR FLUME SUPPORT THAT WILL BE INSTALLED AGAINST THE CONCRETE SURFACE MUST BE COATED
WITH ZINC MOLYBENDATE IN ACCORDANCE WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION. THE COATING MUST BE FULLY
CURED BEFORE PIECES ARE SHIPPED TO THE DALLES DAM FOR INSTALLATION.
17. SUPPORT ANCHORS MUST BE INSTALLED WITHOUT INTERFERING WITH EXISTING REBAR LOCATIONS. SURVEY FOR EXISTING
REBAR PRIOR TO INSTALLATION.
18. DIMENSIONS SHOWN IN PARENTHESIS ARE FOR REFERENCE ONLY.
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IDENTIFICATION
MF101
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SCALE:
FLUME ISOMETRICS
NTS
EAST WALL CLIMBING SECTION
WEST WALL
CLIMBING SECTION
TRAP BOX
SEE SHEET MF105
TRAVERSAL SECTION
TRAVERSAL SECTION
NOTES
1. SEE M-001 FOR GENERAL NOTES
C
MF105
A
MF103
B
MF104
SCALE:
FLUME PLAN VIEW
NTS
WALKWAY CONTINUES
NOT SHOWN
FISH LADDER CONTINUES
NOT SHOWN
EXISTING EARTH FILL
ON THIS SIDE OF LADDER
NOT SHOWN
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PARTS LIST
SHEETPART NAMEQTYITEM
MH101FLOW DEFLECTOR11
MF501ENTRANCE RAMP22
MF501CLIMBING RAMP63
MF503WEIR CONNECTOR84
MF504REST BOX55
MF505TRAVERSING FLUME66
MF505TRAVERSING FLUME, 1 FT27
MF505TRAVERSING FLUME, 2 FT18
MF505TRAVERSING FLUME, 2 FT 6 IN19
MF507TRAVERSING FLUME, 5 FT110
MF507TRAVERSING FLUME, 8 FT111
MF506TRANSITION ASSEMBLY412
MF511ANGLE CONNECTOR113
MF50690 DEG CONNECTOR,
POSITION 1
MF502RAMP SUPPORT3115
MF511EXTENDED FLUME SUPPORT816
MF511FLUME TEE SUPPORT517
MF106TRAP BOX118
MF511REST BOX LID619
MF512RAMP EXTENDED TEE
SUPPORT
MF512RAMP EXTENDED SUPPORT221
MF50690 DEG CONNECTION,
POSITION 2
NOTES
1. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.
2. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.
3. SEE M-001 FOR GENERAL NOTES
LAMPREY FLUME SUPPORT BEAM
SEE STRUCTURAL SHEETS
SCALE:
GENERAL FLUME ASSEMBLY
PLAN VIEW
1/8"=1'-0"
SCALE:
GENERAL FLUME ASSEMBLY
ISOMETRIC
NTS
4" TYP MATCH-DRILL AFTER POSITIONING
TYPICAL
DETAIL
SCALE:
3/4"=1'-0"
EAST WALL CLIMBING RAMP
WEST WALL CLIMBING RAMP
TRAVERSAL SECTION
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TRAP LID ASSEMBLY
SHEET MF512
WELDED FLANGE
SEE NOTE 1
SHEET MF506
WATER INTAKE
SEE DETAIL ON THIS SHEET
SEE NOTE 2
TRAP DRAIN
SEE DETAIL ON THIS SHEET
SEE NOTE 2
LAMPREY FLUME CONNECTOR
WELDED IN PLACE
SHEET MF511
TRAP BOX
SHEET MF510
SCALE:
TRAP BOX ASSEMBLY
FRONT ISOMETRIC VIEW
NTS
SCALE:
TRAP BOX ASSEMBLY
FRONT ISOMETRIC BREAK OUT
NTS
FYKE ASSEMBLY
SLIDES INTO FRAME GUIDES
SEE DETAILS ON MF511
LAMPREY SCREEN
PARTIAL PATTERN SHOWN
SEE NOTE 1
SHEET MF511
V-NOTCH WEIR
SEE NOTE 1
SHEET MF511
WATER SUPPLY SCREEN
BOLT TO SCREEN BRACKET
SHEET MF511
SCREEN BRACKET
SEE NOTE 1, 4 SIDES
SHEET MF512
ADJUSTABLE SENSOR BRACKET
SHEET MF510
SCALE:
TRAP BOX ASSEMBLY
REAR ISOMETRIC BREAK OUT
NTS
FYKE FRAME GUIDE, 4 REQ.
L 3/4" x 1/2" x 3/16" 1" B209 5052 AL
SEE DETAILS ON MF512
FYKE FRAME REST
L 1" x 1/2" x 3/16" 1‐2 3/4" B209 5052 AL
SEE DETAILS ON MF512
MF-512
4" NPT CAM LOCK FITTING
MALE THREADED
4" DIA SCH 40 Al PIPE X 4"
MALE THREADED
2" NPT CAM LOCK FITTING
MALE THREADED
2" DIA SCH 40 Al PIPE X 19-1/4"
MALE THREADED
SCALE:
TRAP DRAIN
NTS
NOTES
1. LAMPREY SCREEN, V-NOTCH WEIR, AND SCREEN BRACKETS TO BE WELDED IN PLACE
WITH 1"-3" STITCH WELDS, BOTH SIDES.
2. VERIFY CLEARANCE WITH HOLE SPECIFIED ON SHEET MF-510 PRIOR TO WELDING.
IF CLEARANCE CANNOT BE ACHIEVED WITH CURRENT DIMENSION, SUBMIT PROPOSED
REVISIONS FOR APPROVAL BEFORE FABRICATION.
3. CHANNEL HEIGHT AND WIDTH FOR REFERENCE ONLY. ADJUST CHANNEL SIZE AND
AND USE SHIM PLATES AS NEEDED TO SUIT FIELD CONDITIONS. ANCHOR CHANNEL TO
CONCRETE WITH 5/8" DROP-IN ANCHORS AND MATCHING FASTENERS.
4. SEE M-001 FOR GENERAL NOTES
4" NPT BRASS BALL VALVE
FEMALE TO FEMALE
THREADED
2" NPT BRASS BALL VALVE
FEMALE TO FEMALE
THREADED
3/16 3/16
WATER SUPPLY LID ASSEMBLY
SHEET MF512
WEATHER RESISTANT DRAW LATCH
3-7/16" x 1-7/8"
2 PER WATER SUPPLY LID
RIVET TO TRAP BOX
WEATHER RESISTANT DRAW LATCH
3-7/16" x 1-7/8"
RIVET TO TRAP BOX
TRAP BOX SUPPORT
TS 5 x 5 x 1/4 5052 PER B221
MF512
SEE NOTE 3
WATER SUPPLY DRAIN
SEE DETAIL ON THIS SHEET
SEE NOTE 2
90 DEG ELBOW ADAPTER
FEMALE TO MALE THREADED
THREADED TANK WALL
INLET ADAPTER
WATER SUPPLY DRAIN
THREADED TANK WALL
INLET ADAPTER
INLET WELDED FLUSH
SEE MF510
90 DEG ELBOW ADAPTER
FEMALE TO MALE THREADED
2" DIA SCH 40 Al PIPE X 8-3/4"
MALE THREADED
2" NPT BRASS BALL VALVE
FEMALE TO FEMALE
THREADED
2" NPT CAM LOCK FITTING
MALE THREADED
WATER INTAKE
JBOX MOUNTING BRACKET
2 REQ
SEE MF511
MF511
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NOTES
1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.
3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.
4. SEE M-001 FOR GENERAL NOTES
EXISTING WEIR 71
EL 82.5
EL 94.5
EL 106.5
EL 118.5
EL 63.5
SECTION
SCALE:
MF101 1/4"=1'-0"
INSTALL SUPPORT AT THIS LOCATION
UNLESS FINAL FLUME POSITION
CREATES INTERFERENCE
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2' -1
4"
)27'-91
4"( )
EXISTING CONCRETE WEIRS
EL 118.5
NOTES
1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.
3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.
4. SEE M-001 FOR GENERAL NOTES
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EL 63.5
EL 82.5
EL 94.5
EL 106.5
EL 118.5
60°
45°
45°
45°
EXISTING AWS PIPING
EXISTING FISHLOCK APPROACH
CHANNEL ENTRANCE
EXISTING WEIR 71
SECTION
SCALE:
C
MF101 3/16"=1'-0"
NOTES
1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.
3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.
4. SEE M-001 FOR GENERAL NOTES
C
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C
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N
N O
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TR
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BM
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PL
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SC
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PL
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E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF501
TH
E
D
AL
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S
LO
C
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AN
D D
AM
FY
F
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H
A C
C O
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S
LA
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AI
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SH
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SCALE:
ENTRANCE RAMP ASSEMBLY ISOMETRIC
NTS
SCALE:
ENTRANCE RAMP BOTTOM PATTERN
3/4" = 1'-0"
SCALE:
RAMP END VIEW
TYPICAL, ALL RAMPS
3" = 1'-0"
ENTRANCE RAMP TOP
WELDED RAMP FLANGE
SEE SHEET MF502
SCALE:
CLIMBING RAMP ASSEMBLY ISOMETRIC
NTS
WELDED RAMP FLANGE
SEE SHEET MF502
CLIMBING RAMP
SCALE:
CLIMBING RAMP FOLD PATTERN
3/4" = 1'-0"
15'-63 4"
4' -7
2"
11'-21 2"
8"
3' -5
SYMMETRIC
SCALE:
ENTRANCE RAMP TOP PATTERN
3/4" = 1'-0"
ENTRANCE RAMP BOTTOM
SYMMETRIC
10'-1113 16"
3' -5
8"
120.00°
2"
8"
R9
16", TYP
SYMMETRIC
1'-83 8"
8"
4"
CJP
CJP
MODIFY IN THE FIELD TO ENSURE FLUSH
ALIGNMENT WITH UHMW BOLLARD PLATE MOUNT.
RAMP PLATE, TYP
3 REQUIRED
RAMP PLATE, TYP
4 REQUIRED
1'-103 8"
2"
8" TYP
2" TYP
4"
T
YP
SCALE:
RAMP PLATE
6"=1'-0"
1/4" THICK PLATE NOTES
1. SEE M-001 FOR GENERAL NOTES
C
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N
N O
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TR
AC
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N O
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PL
O
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SC
AL
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PL
O
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SI
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FI
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N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF502
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
R D
S
LA
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AM
P D
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AI
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SH
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NOTES
1. WELD FLANGE FLUSH WITH END OF RAMP
2. MATCH-MARK HOLES PRIOR TO DRILLING
3. SEE M-001 FOR GENERAL NOTES
A
SECTION
SCALE:
A
- 3" = 1'-0"
DETAIL
SCALE:
- 6" = 1'-0"
SEE NOTE 3
SCALE:
ENTRANCE RAMP ASSEMBLY SIDE VIEW
3/4" = 1'-0"
WELD DETAIL TYPICAL
WELD DETAIL TYPICAL
SCALE:
CLIMBING RAMP ASSEMBLY SIDE VIEW
3/4" = 1'-0"
SECTION
SCALE:
- 3" = 1'-0"
DETAIL
- 6" = 1'-0"
SEE NOTE 3
B
SECTION
SCALE:
C
- 3" = 1'-0"
TYPICAL, ALL FLANGES
SEE NOTE 2
1'-8"
1'-8"
SEE NOTE 1
8"
8"
T
YP
16 THRU
16 PLACES
SEE NOTE 6
1'-111 8"
16" TYP
SY
M
M
ET
R
IC
8"
16"
SCALE:
RAMP FLANGE PLAN VIEW
3" = 1'-0"
R7
8", TYP
SECTION
SCALE:
D
- 3" = 1'-0"
TYPICAL, ALL FLANGES
D
1/8 CJP
TYPC
1/8 1/8
WELD RAMP PLATE
TO BOTTOM OF
ENTRANCE RAMP
TYP, ALL RAMP PLATES
1/8 1/8
WELD RAMP PLATE
TO BOTTOM OF
CLIMBING RAMP
TYP, ALL RAMP PLATES
2'-0" TYP
2'-0" TYP
7'-9"
2'-2"
1' -1
4"
4"
4" 8"
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
8"
8"
2"
2"
16" SLOT, TYP
RAMP SUPPORT
MATERIAL:
PER:
NO. REQD:
1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE
ASTM B209 6061-T6
SEE SHEET MF101
1/4 TYP
1/4 CJP
4"
1'-8 3 16 "
C
D
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B
C
D
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N
N O
C O
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TR
AC
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N O
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BM
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PL
O
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SC
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PL
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FI
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N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF503
TH
E
D
AL
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S
LO
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AN
D D
AM
FY
F
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A C
C O
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LA
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W
EI
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O N
N
EC
TO
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AI
LS
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N
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16" 3"
2" 2"
8"
1'-8"
SECTION
SCALE:
-- 3" = 1'-0"
NOTES
1. FILLET INTERNAL CORNERS TO MATCH BEND RADIUS OF RAMPS AND
GRIND SMOOTH. SEE SHEET MF-501 FOR RAMP DETAILS
2. FLANGE WELDED FLUSH WITH END OF WEIR CONNECTOR.
3. SEE M-001 FOR GENERAL NOTES
SCALE:
45 DEG WEIR CONNECTOR SIDE VIEW
3" = 1'-0"
1'-1 16"
SEE NOTE 2
R9 16"
SEE NOTE 1
FLANGE
SEE NOTE 2
SHEET MF-502
WEIR CONNECTOR
SCALE:
WEIR CONNECTOR ASSEMBLY
ISOMETRIC VIEW
NTS
SCALE:
60 DEG WEIR CONNECTOR SIDE VIEW
3" = 1'-0"
3"47 16"117
8"
SEE NOTE 2
A
SCALE:
COVERED WEIR CONNECTOR ASSEMBLY
ISOMETRIC VIEW
NTS
16"
3"
R93 16"
R813 16"
R1'-53 16"
R13 16"
3"
R93 16"
R13 16"
R813 16"
R1'-53 16"
16"
1/8 CJP
FLANGES NOT SHOWN
FOR CLARITY
FLANGES NOT SHOWN
FOR CLARITY
FILLET CORNER TO FIT INSIDE FLANGE
TYP
FLOW
FLOW
C
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B
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N
N O
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TR
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N O
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SC
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PL
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AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF504
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
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T
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AI
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1. WELD FLANGES FLUSH WITH END OF REST BOX NECK.
2. SEE M-001 FOR GENERAL NOTES
WELDED FLANGE
SEE NOTE 1
SHEET MF502
REST BOX DOWNSTREAM NECK
REST BOX UPSTREAM NECK
SCALE:
REST BOX ASSEMBLY ISOMETRIC VIEW
NTS
RAMP PLATE, TYP
2 REQUIRED
SEE DETAIL ON
MF501 AND MF502
SYMMETRIC
4' -2
4' -7
8"
1' -5
4"
°45°
8"
1' -3
2"
16"
16"
4"
8"
7'-29 16"
1'-3"
SCALE:
REST BOX ASSEMBLY
WELD DETAILS
NTS
45°
8"
1' -1
8"
8'-31 16"
1' -8
8"
1' -2
8"
SCALE:
REST BOX ASSEMBLY
PLAN VIEW
1-1/2" = 1'-0"
SCALE:
REST BOX ASSEMBLY
ELEVATION VIEW
1-1/2" = 1'-0"
REST BOX ASSEMBLY
SECTION
1-1/2" = 1'-0"
3"
8"
1'-8"
4"
FLANGES NOT SHOWN
SCALE:
REST BOX PATTERN
1-1/2" = 1'-0"
CJP
3" = 1'-0"
1/8CJP
REST BOX COVER PLATE
WELDED FLANGE
SEE NOTE 1
SHEET MF502
8 1 2 "
CJP
SEE WELD DETAIL ON MF502 1'-31
2"SEE WELD DETAIL ON MF502
SCALE:
REST BOX UPSTREAM NECK
NTS
7"
8"
DETAIL
SCALE:
TYPICAL BOTH NECKS
SEAL GAP AND WELD WATERTIGHT
FISH CONTACTING MUST BE GROUND
SMOOTH TO TOUCH PER M-001
C
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B
C
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D
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AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
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B Y:
PL
O
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SC
AL
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PL
O
T D
AT
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SI
ZE
FI
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N
AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF505
TH
E
D
AL
LE
S
LO
C
K
AN
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AM
FY
F
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H
A C
C O
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S
LA
M
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SI
N G
F
LU
M E
D
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AI
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SH
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D
AN
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N
N
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C D
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1. WELD FLANGES FLUSH WITH END OF FLUME.
2. POSITION FRONT LID STIFFENER FLUSH WITH SIDE WALL PRIOR TO
DRILLING FLUME FOR RIVETS.
3. MATCH-MARK HOLES PRIOR TO DRILLING.
4. COLD FORM, SEE TRAVERSING FLUME FLAT PATTERN ON THIS SHEET
FOR EXAMPLE.
5. POSITION LID AND MATCH-DRILL FOR 1/4-20 x 1" BOLT.
WELD BOLT IN PLACE. PROVIDE MATCHING WASHER AND NUT.
6. SEE M-001 FOR GENERAL NOTES
1'-31 8"
1'-3 8"
1' -3
8"
1' -3
8"
16" TYP
SEE NOTE 3
" T
YP
16" TYP
16" TYP
SCALE:
TRAVERSING FLUME FLANGE
3" = 1'-0"
8"
1' -5
4"
3' -1
8"
1'-0" 4'-0"
10'-0"
SYMMETRIC
FLAT PATTERN
1" = 1'-0"
WELDED FLANGE, TYP
SEE NOTE 1
SEE DETAIL ON THIS SHEET
SCALE:
TRAVERSING FLUME, 2'-6"
NTS
SEE NOTE 4
WELDED FLANGE, TYP
SEE NOTE 1
SEE DETAIL ON THIS SHEET
SEE NOTE 4
SCALE:
TRAVERSING FLUME, 1'
NTS
SEE NOTE 4
WELDED FLANGE, TYP
SEE NOTE 1
SEE DETAIL ON THIS SHEET
SCALE:
TRAVERSING FLUME, 2'
NTS
1/4" PLATE
8" TYP
2"
1'-23 8"
2" TYP
4"
T
YP
SCALE:
FLUME PLATE
6"=1'-0"
BOLTED LID
SEE DETAIL ON THIS SHEET
2 PER ASSEMBLY
TRAVERSING FLUME ASSEMBLY
1/8
1/8 TYP, ALL FLUME PLATES
2'-6" TYP
TYP
1" 11"11"
SEE NOTE 3
SEE NOTE 3
TYP
1"
2"
1"45°
WELD OR BOLT-ON HANDLE
2 REQUIRED
1'-0"1'-0"
3'-2"
8"
8"
5"
TRAVERSING FLUME ASSEMBLY
SCALE:
TRAVERSING FLUME BOLTED LID PLAN VIEW
3/4" = 1'-0"
SECTION
SCALE:
6" = 1'-0"
BOLTED FLUME LID
3" = 1'-0"
FLUME PLATE, TYP
SEE DETAIL ON THIS SHEET
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
4"
4"
4" 8"
FLUME SUPPORT
PER:
NO. REQD:
1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE
ASTM B209 6061-T6
SEE SHEET MF101
CJP1/4 TYP
CJP
1' -1
4"
16" SLOT
TYP
2'-0"
2"
2"61
8"
45°
C
D
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D
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N
N O
C O
N
TR
AC
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N O
SU
BM
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O
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SC
AL
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PL
O
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AT
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SI
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FI
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N
AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF506
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
M
ER
SI
N G
F
LU
M E
D
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AI
LS
SH
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T
D
AN
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L
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N
N
G 2E
C D
D P9
G 2E
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EN
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N , P
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1:
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. A R
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M
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PR
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WELDED FLANGE
SEE NOTE 2
SHEET MF-502
WELDED FLANGE
SEE NOTE 2
SHEET MF-506
FLUME TRANSITION
TRANSITION ASSEMBLY
16"
1'-1111 16"
2'-79 16"
3 13 16 "
1' -5
90 DEGREE CONNECTOR ASSEMBLY
WELDED FLANGE
SEE NOTE 2
SHEET MF-506
REMOVE FLANGE INNER RADII TO FIT WELDMENT
90 DEG CONNECTOR WELDMENT
R1'-113 4"
R3'-5 8"
1" TYP
FLAT PLATE
FLAT PLATE
OUTER WALL
INNER WALL
1-3
SCALE:
90 DEGREE CONNECTOR WELDMENT
WELD DETAILS
NTS
NOTES
1. 90 DEG CONNECTOR MAY BE FABRICATED BY ALTERNATE MEANS PER
SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
2. TRANSITION ASSEMBLY MAY BE FABRICATED BY ALTERNATE MEANS PER
SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
3. WELD FLANGES FLUSH WITH ENDS.
4. SEE GENERAL NOTES ON M-001
3/16" NOTCH
FOR FLANGE, TYP
R2'-0"
1" TYP
R3'-3 16"
1" TYP
SCALE:
TRANSITION
FOLDED ISOMETRIC
NTS
SCALE:
TRANSITION
ELEVATION VIEW
3" = 1'-0"
4"
12"
SCALE:
TRANSITION
END VIEW
3" = 1'-0"
1'-0"
1' -0
8"
1'-8"
4"
1'-613 16" 31
16"
4"
4" 4"
1-3
FLAT PLATE
INNER WALL
1'-7 8"
1' -0
1' -7
TRANSITION PATTERN
3"=1'-0"
FLAT PLATE
1-1/2"=1'-0" SCALE:
INNER WALL
1-1/2"=1'-0" SCALE:
OUTER WALL
1-1/2"=1'-0"
RAMP PLATE
SEE DETAIL ON MF501
NOTCH OUTER WALL SO RAMP PLATE
SITS FLUSH WITH BOTTOM PLATE
1'-6"
1' -13
3/16 3/16
SCALE:
90 DEG CONNECTOR
RAMP PLATE POSITION 1
1-1/2" = 1'-0"
1-3
RAMP PLATE, POSITION 1
SCALE:
90 DEG CONNECTOR
RAMP PLATE POSITION 2
1-1/2" = 1'-0"
11"
4"
3/16
3/16RAMP PLATE
SEE DETAIL ON MF501
NOTCH OUTER WALL SO RAMP PLATE
SITS FLUSH WITH BOTTOM PLATE
C
D
1 2 3 4 5
A
B
C
D
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D
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SO
LI
C
IT
AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
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PL
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SC
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PL
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF507
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
R D
S
LA
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ER
SI
N G
F
LU
M E
D
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AI
LS
SH
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T
D
AN
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L
PE
N
N
G 2E
C D
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N C
C
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/2
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1:
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. A R
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WELDED FLANGE, TYP
SEE DETAIL ON MF505
SEE NOTES 1 AND 2
SCALE:
TRAVERSING FLUME SPLITTER ASSEMBLY
NTS
FLAT PLATE
SIDE PLATE
SIDE PLATE
INNER PLATENOTCH CORNERS FOR FLANGE
3" = 1'-0"
TRAVERSING SPLIT
3" = 1'-0"
SCALE:
FLAT PLATE
3" = 1'-0"
SCALE:
SIDE PLATE
3" = 1'-0"
SCALE:
INNER PLATE
3" = 1'-0"
R1'-4" TYP
R4" TYP4"
1' -8
3"
1'-0"
2'-8"
R4"
1'-13 16"
1' -8
R1'-43 16"
2"
R4"
3"
8"
1-3 TYP
R4"
NOTES
1. TRAVERSING FLUME SPLITTER MAY BE FABRICATED BY ALTERNATE MEANS PER
SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
2. WELD FLANGES FLUSH WITH ENDS OF FLUME.
3. COLD FORM, SEE TRAVERSING FLUME FLAT PATTERN ON MF505 FOR EXAMPLE.
4. POSITION LID AND MATCH-DRILL FOR 1/4-20 x 1" BOLT.
WELD BOLT IN PLACE PER DETAIL ON MF505. PROVIDE MATCHING WASHER AND NUT.
5. SEE M-001 FOR GENERAL NOTES
SEE NOTES 2, 3, 4
CJP
CJP
CJP
CJP
SEE NOTES 2, 3, 4
SCALE:
TRAVERSING FLUME, 5'
NTS
SCALE:
TRAVERSING FLUME, 8'
NTS
FLUME PLATE, TYP
SEE DETAIL ON MF505
FLUME PLATE, TYP
SEE DETAIL ON MF505
C
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N
N O
C O
N
TR
AC
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N O
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BM
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B Y:
PL
O
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SC
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PL
O
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AT
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SI
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FI
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N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF508
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
R D
S
LA
M
B O
X D
ET
AI
LS
SH
EE
T
D
AN
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L
PE
N
N
G 2E
C D
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M Y
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6'-9"
3' -1
2"
4'-109 16"
BACK PLATE
FRONT PLATE
RIGHT WALL
LEFT WALL
SCALE:
TRAP BOX
PLAN VIEW
1-1/2" = 1'-0"
BACK STIFFENER
3" x 1/4" x 6'-3"
FRONT STIFFENER
2" x 1/4" x 6'-3"
SCREEN COVER
2" x 1/4" x 2'-7"
SCALE:
TRAP BOX
ISOMETRIC VIEW
NTS
2"
R1" TYP
6'-9"
3' -4
4"
FRONT PLATE
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
5052-H34
1 PER ASSEMBLY
5'-213 16"
1' -3
8"
1'-3 8"
R1" TYP
3' -4
6'-9"
BACK PLATE
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
5'-5"
3' -4
3'-0"
LEFT WALL
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
R1" TYP
-4
1'-4" 3'-0"
R1" TYP
RIGHT WALL
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
3/16TYP, 4 PLACES
TYP, BOTH SIDES
TYP, BOTH SIDES
NOTES
1. COMPONENTS ON THIS SHEET MAY BE FABRICATED BY ALTERNATE MEANS PER
SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
2. SEE M-001 FOR GENERAL NOTES
MF512
FACE STIFFENER
2-1/4" x 1/2" x 7'-1 1/2"
TYP, 4 REQ
SIDE STIFFENER
2-1/4" x 1/2" x 3'-1/2"
TYP, 4 REQ
WELD STIFFENERS TOGETHER
TYPICAL
1-3 1-3 6'-9"
5'-2"
1' -3
1' -9
2"
2"
Ø2-5/8" THRU
Ø2-5/8" THRU
2"
R1 4"
R1 8"
4"
16"
16"
4"
L6"x2"x1/8"
SCALE:
ADJUSTABLE SENSOR BRACKET
6" = 1'-0"
3"3"
C
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SO
LI
C
IT
AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
IT
TE
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B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
LE
N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF509
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
R D
S
LA
M
B O
X D
ET
AI
LS
SH
EE
T
D
AN
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L
PE
N
N
G 2E
C D
D P9
G 2E
N C
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W
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N
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1:
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1'-0"
16"
LAMPREY SCREEN
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
5052-H34
1 PER ASSEMBLY
PARTIAL PATTERN SHOWN. SEE NOTE 3
NOTES
1. COMPONENTS ON THIS SHEET MAY BE FABRICATED BY ALTERNATE MEANS PER NOTE 10
ON SHEET M-001, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
2. PROVIDE 3/16" x 3/4" BUTTON HEAD FASTENERS PER ASTM F879. 8 REQUIRED.
3. 3/16" DIA HOLES ON 1/4" CENTERS STAGGERED WITH 51% OPEN AREA.
MAINTAIN 1" CLEARANCE BETWEEN HOLES AND PLATE EDGE.
4. 3/4" DIA HOLES ON 1" CENTERS STAGGERED WITH 51% OPEN AREA.
MAINTAIN 1" CLEARANCE BETWEEN HOLES AND PLATE EDGE.
5. MATCH MARK HOLES WITH FYKE PRIOR TO DRILLING.
6. 1/4" DIA HOLES ON 5/16" CENTERS WITH 58% OPEN AREA.
MAINTAIN 1/2" CLEARANCE BETWEEN HOLES AND EDGES.
7. FYKE MAY BE COLD FORMED OR MACHINED FROM PLATES AND WELDED.
8. BREAK OR ROUND ALL EDGES.
9. APPLY SLIP FIT BETWEEN FYKE AND FYKE FRAME.
10. SEE M-001 FOR GENERAL NOTES
V-NOTCH WEIR PLATE
PER:
NO. REQD:
1" = 1'-0"
1/4" ALUMINUM SHEET
-1
2"
9"
WATER INTAKE SCREEN
PER:
NO. REQD:
1" = 1'-0"
PARTIAL PATTERN SHOWN. SEE NOTE 4
FYKE FRAME
PER:
NO. REQD:
3" = 1'-0"
3/16" ALUMINUM SHEET
1'-2"
1' -2
1'-3 8"
16"
2"
1"
1"
2"
16"DRILL FOR BOLT
TYP 8 PLACES
SEE NOTE 5
1' -3
8"
4"
4"
4"
T
YP
PL
AC
ES
2"
1"
1' -0
16" TYP
2"
16"
16" 83
8" 93 8" 83
8"
1"
2"
1'-3
16" TYP
FYKE PATTERN
PER:
NO. REQD:
1-1/2" = 1'-0"
3/16" ALUMINUM SHEET
5052-H34
1 PER ASSEMBLY
SEE NOTES 6, 7, 8
8" TYP
16"DRILL FOR BOLT
TYP, 8 PLACES
SEE NOTE 2
SEE NOTE 9
1' -3
8"
8"
11"
SCALE:
FYKE
ISOMETRIC VIEW
NTS
8" 81
2" 1" 1"
SCALE:
LAMPREY FLUME CONNECTOR
3" = 1'-0"
SCALE:
FYKE FRONT FACE
3" = 1'-0"
SCALE:
FYKE LEFT FACE
3" = 1'-0"
SCALE:
FYKE BACK FACE
3" = 1'-0"
3' -3
8" 1'
-0
TS 1" x 1" x 3/16" 6061 per B221
1" SPACING
8 REQ
TS 1" x 1" x 3/16" 6061 PER B221
2 REQ
TYP
WELD TOP OF BAR
ONLY
16 THRU
TYP, 4 PLACES
MATCHMARK WITH SUPPORT
ANGLES SEE SHEET MF512
WELD-ON HANDLE
CENTER ON MEMBER
TYP
FYKE
SCREEN HOLE PATTERN NOT SHOWN
BOLT ONTO FYKE FRAME
FYKE FRAME
SCALE:
FYKE ASSEMBLY
FRONT ISOMETRIC VIEW
NTS
3"1 2"
R3 16"
8"
1'-43 4"
SCALE:
JBOX MOUNTING BRACKET
6" = 1'-0"
DETAIL
SCALE:
MF102 3"=1'-0"
JUNCTION BOX MOUNTING BRACKETS
SEE DETAIL ON THIS SHEET
3-1/2 x 3-1/2 x 4" 5052 ANGLE
2"
4"
3/16
TYPICAL
BOTH BRACKETS
C
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D
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C
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C
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N
N O
C O
N
TR
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N O
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BM
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B Y:
PL
O
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SC
AL
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PL
O
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AT
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SI
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FI
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N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF510
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
R D
S
LA
M
B O
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ET
AI
LS
SH
EE
T
D
AN
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L
PE
N
N
G 2E
C D
D P9
G 2E
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C O
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SECTION
SCALE:
- 3" = 1'-0"
ALL FYKE FRAME GUIDES
SCALE:
TRAP BOX ASSEMBLY
LID ASSEMBLY POSITIONING
1" = 1'-0"
1-3
FYKE FRAME GUIDE
TYP, 4 PLACES
FYKE FRAME REST
SECTION
SCALE:
MF510 1-1/2" = 1'-0"
SECTION
SCALE:
- 1" = 1'-0"
4'-109
5'-43 4"
1' -3
2"
1-2 1-2
1-2TYP, 4 BRACKETS
LAMPREY SCREEN
SHEET MF511
V-NOTCH WEIR
SHEET MF511
WATER SCREEN
SHEET MF511
C
SECTION
SCALE:
- 1" = 1'-0"
1'-9
3' -0
L1-1/2"x1-1/2"x1/4"
2 REQUIRED
L1-1/2"x1-1/2"x1/4"
2 REQUIRED
SCALE:
TRAP LID ASSEMBLY
1-1/2" = 1'-0"
SLOTTED PIANO HINGE. 0.12" LEAF, 3" WIDTH, 3/8" PIN
RIVETED
MATCHDRILL HINGE WITH FRAME
4-5/8" WIDE PULL HANDLE
MOUNT FLUSH AND RIVET
2 REQ
1" THICK POLYISOCYANURATE BOARD
2'-5 3/4" x 4'-7"
PROVIDE WHITE OPAQUE COVER OR
COATING
SCALE:
TRAP LID FRAME
1-1/2" = 1'-0"
WELD 3/8-16 x 3" THREADED ROD
AT MATCHMARK LOCATIONS
WORK WITH WATER SUPPLY DETAIL
ON SHEET MF511
PROVIDE HEX NUTS FOR EACH ROD
TYP, 4 PLACES
4'-7"
2' -1
4"
1'-0" TYP
RETAINER PLATE
2 x 3/16 x 2'-5 3/4" 5052 PER B209
TYP 5 REQ
7/32 THRU FOR
1/4" x 1-3/4" FASTENER WITH NUT
AND 1" OVERSIZED WASHER
TYP 6 PLACES
2 x 3/16 x 4'-7" 5052 PER B209
TYP 3 REQ
2'-21 2"
1' -4
8"
1' -4
8"
1"
2' -6
2"
BRACKET
2 x 3/16 5052 PER B209
BEND TO SHAPE
TYP 5 REQ
2"
TYP 6 PLACES
2"
TYP 3 PLACES
2' -1
4"
1'-51 4"
4-5/8" WIDE PULL HANDLE
CENTER ON BRACKET AND
RIVET 2 REQ
RETAINER PLATE
SEE NOTE ON TRAP LID
BRACKET
SEE NOTE ON
TRAP LID FRAME
1" THICK POLYISOCYANURATE BOARD
1'-5 1/4" x 2'-10 3/4"
PROVIDE WHITE OPAQUE COVER OR
COATING
SCALE:
WATER SUPPLY LID FRAME
1-1/2" = 1'-0"
2"
TYP 4 PLACES
WEATHER RESISTANT
DRAW LATCH
MOUNT FLUSH AND RIVET
TYP 2 REQ
2"
2 x 3/16 x 1'-5 1/4" 5052 PER B209
TYP 2 REQ
4"
16"
8"
1'-63 8"
8"
8"
6" 6"
2' -1
2"
3" S
PA
C
IN
G
TY
P
7' -0
TYP
6 PLACES
4"
2"
16 1
4"
TYP 4 PLACES
1-3 1-3
TYPICAL
ALL STIFFENERS
TRAP BOX SUPPORT PLAN
1"=1'-0"
NOTES
1. COMPONENTS ON THIS SHEET MAY BE FABRICATED BY ALTERNATE MEANS PER
SHEET M-001, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
2. BREAK OR ROUND ALL EDGES.
3. SEE M-001 FOR GENERAL NOTES
C
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1 2 3 4 5
A
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D
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D W
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N
N O
C O
N
TR
AC
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N O
SU
BM
IT
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B Y:
PL
O
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SC
AL
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PL
O
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AT
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SI
ZE
FI
LE
N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF511
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
M
IS
C D
ET
AI
LS
SH
EE
T
D
AN
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L
PE
N
N
G 2E
C D
D P9
G 2E
N C
M G
W
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8/
W
N
R
D
AN
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L
M . J
EN
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N , P
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1:
AN
SI
D
PO
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TR
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C O
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PS
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PO
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AN
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NOTES
1. WELD FLANGES FLUSH WITH ENDS.
2. SEE M-001 FOR GENERAL NOTES.
3. THE SURFACE OF THE RAMP OR FLUME SUPPORT THAT WILL BE INSTALLED AGAINST
THE CONCRETE SURFACE MUST BE COATED WITH ZINC MOLYBENDATE IN ACCORDANCE
WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION. THE COATING MUST BE FULLY
1' -6
8"
3'-7"
1" TYP
1" T
YP
32 TYP1'-2"
2'-413 16"
1'-63 16" 55
8"
6"
1/8
WELD ON HANDLE
TYP
3/16 1-3
3/16 1-3TYP BOTH STIFFENERS
CHAMFER CORNERS OF STIFFENERS AT 45°
BOLTED REST BOX LID ASSEMBLY
3"=1'-0"
5/16 SLOT, TYP
2'-0"
2"
3" 3"
8"
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
2" 6"
T
YP
EXTENDED FLUME SUPPORT
PER:
NO. REQD:
1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE
ASTM B209 6061-T6
SEE SHEET MF101
EXTENDED FLUME TEE SUPPORT
PER:
NO. REQD:
1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE
ASTM B209 6061-T6
SEE SHEET MF101
1'-53 8"
1" TYP 3" TYP
5/16 SLOT, TYP
5 16
16"
2"
8"
45°
45°
8"
" 215
1'-511 16"
16"
8"
4'-71 8"
SYMMETRIC
ANGLE CONNECTOR
PER:
ANGLE CONNECTOR SIDE VIEW
3" = 1'-0"
SCALE:
ANGLE CONNECTOR PATTERN
1-1/2" = 1'-0"
4' -0
2" 4"
T
YP
3" x 2" x 3/8"
STRUCTURAL ANGLE
4" x 3" x 3/8" STRUCTURAL ANGLE
4" x 3" x 1/4" TUBE
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
2" TYP
45°
1/4 1/4 1/4
WELD ALL BRACE EDGES
CONTACTING OTHER
MEMBERS
3" x 2" x 3/8"
STRUCTURAL ANGLE
4" x 3" x 3/8"
STRUCTURAL ANGLE
4" x 3" x 1/4" TUBE
4' -0
1/4
WELD ALL ANGLE EDGES
CONTACTING TUBE1/4
1/4
WELD ALL ANGLE EDGES
CONTACTING OTHER
MEMBERS
1/4
2" TYP
C
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1 2 3 4 5
A
B
C
D
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D
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B
Y:
D
AT
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D W
N B
Y:
C
KD
B
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SO
LI
C
IT
AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
IT
TE
D
B Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
SI
ZE
FI
LE
N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MF512
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
M
IS
C D
ET
AI
LS
SH
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T
D
AN
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L
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N
N
G 2E
C D
D P9
G 2E
C D
C
AZ
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O F
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NOTES
1. SEE M-001 FOR GENERAL NOTES.
2. THE SURFACE OF THE RAMP OR FLUME SUPPORT THAT WILL BE INSTALLED AGAINST
THE CONCRETE SURFACE MUST BE COATED WITH ZINC MOLYBENDATE IN ACCORDANCE
WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION. THE COATING MUST BE FULLY
EXTENDED RAMP TEE SUPPORT
PER:
ASTM B209 6061-T6
EXTENDED RAMP SUPPORT
PER:
ASTM B209 6061-T6
2'-23 8"
2'-43 8"
3" TYP
1" TYP
4' -0
2" 6"
T
YP
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
DRILL FOR 1/2" STAINLESS
STEEL ANCHOR PER MF101
TYPICAL
4'
-0
2" TYP
3" TYP
2" 4"
T
YP
5/16 SLOT, TYP 5/16 SLOT, TYP
8" 13
4" 1" 71
8" 1/4
1/4
1/4
1/4
1/4
5°
1/4
1/4
2" TYP
1/4
5°
2" TYP
1/4
1/4
2" 25
8"
2"
CUTOUT TO ACCESS UNDERSIDE OF SLOT
SECTION
SCALE:
4" x 3" x 1/4" TUBE
4" x 3" x 3/8" STRUCTURAL ANGLE
3" x 2" x 3/8" STRUCTURAL ANGLE
4" x 3" x 1/4" TUBE
4" x 3" x 3/8" STRUCTURAL ANGLE
3" x 2" x 3/8" STRUCTURAL ANGLE
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MH101
TH
E
D
AL
LE
S
LO
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AN
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AM
FY
F
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H
A C
C O
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10'-911 16"
8'-115 8"
8' -5
DEFLECTOR CAP
TOP DEFLECTOR PANEL
BOTTOM DEFLECTOR PANEL
FLOW
WEIR 71
PROVIDE A FASTENER ASSEMBLY FOR EACH HOLE
ASSEMBLY INCLUDES 1-1/4" LONG BOLT AND ISOLATION WASHERS
ENSURE THERE IS A CONSISTANT GAP BETWEEN
THE FLUME AND THE FLOW DEFLECTOR
TYP 10 PLACES
PROVIDE 3/8" X 4-1/4" STAINLESS STEEL INTERNALLY THREADED ANCHOR
FOR USE WITH INJECTABLE ADHESIVE MORTAR AND ISOLATION WASHERS
TYP 12 PLACES
SEE NOTE 1 AND 2
NOTES
1. ENSURE FIT BETWEEN FLOW DEFLECTOR CAP AND ALL PANELS SUCH THAT THERE
ARE NO GAPS AFTER INSTALLATION.
2. APPLY MARINE GRADE SILICONE SEALANT OVER INTERFACES BETWEEN DEFLECTOR
CAP AND DEFLECTOR PANELS
3. USE SHIMS AND MARINE GRADE SILICONE SEALANT TO CLOSE ANY GAP BETWEEN
FLOW DEFLECTOR AND ENTRANCE RAMP
SEE NOTE 3
SEE NOTE 1 AND 2
DEFLECTOR CAP
ENTRANCE RAMP
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PL
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AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MH501
TH
E
D
AL
LE
S
LO
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AN
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AM
FY
F
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SCALE:
DEFLECTOR CAP
NTS
SCALE:
DEFLECTOR CAP
FRONT AND TOP VIEW
1-1/2" = 1'-0"
4'-63 16"
1' -4
R1"
R1"
4"
8"
2" TYP
3 PLACES
R3
16" TYP
2 PLACES
1" TYP
3'-45
16"
16"
1'-93 16"
3'-41 8"
1' -1
8"
16"
R1"
R5"
R1"
NOTES
1. PARTS TO BE FABRICATED FROM 1/4" 5052-H34 ALUMINUM SHEET PER ASTM B209
2. PROVIDE SHIMS BETWEEN FLUME AND FLOW DEFLECTOR AS NECESSARY TO ENSURE FIT
3. COAT FLOW DEFLECTOR SURFACES IN CONTACT WITH CONCRETE WITH ZINC
MOLYBENDATE IN ACCORDANCE WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION.
THE COATING MUST BE FULLY CURED BEFORE PIECES ARE SHIPPED TO PROJECT
SITE FOR INSTALLATION.
SEE NOTE 1, 2, 3
16"
SCALE:
TOP DEFLECTOR PANEL
NTS
10'-0"
4' -6
8" 2'-6" TYP 1'-101
8"1
2" TYP
4 PLACES
1' -1
8"
8" 2'-3" TYP 1'-85
8"
8" TYP3" TYP1
4" TYP
4"
1' -4
8"
4"
R6"
4"
R1"
2"
2" 2'-51 2"
60.00°
8"
4'-63 16"
2" T
YP
2" T
YP
SEE NOTE 1, 2, 3
SCALE:
TOP DEFLECTOR LEFT
1-1/2" = 1'-0"
SCALE:
TOP DEFLECTOR FRONT
1-1/2" = 1'-0"
SCALE:
TOP DEFLECTOR BACK
1-1/2" = 1'-0"
SCALE:
TOP DEFLECTOR END
1-1/2" = 1'-0"
8"
MATCH MARK WITH SLOT
TYP
8" X 1" SLOT
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PL
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PL
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SI
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AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MH502
TH
E
D
AL
LE
S
LO
C
K
AN
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AM
FY
F
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H
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R11 2"
120.00°
SCALE:
BOTTOM DEFLECTOR PANEL
NTS
SCALE:
BOTTOM DEFLECTOR FRONT
1-1/2"=1'-0"
7' -1
'-3
8"
1'-7 7 16 "
6"
4'-63 16"
8"
2' -6
" T
YP
4" 103
8"
2"
TYP
8" X 1" SLOT
TYP
1'-107 8"
8"
2' -3
" T
YP
3" x 3" x 1/4" SHIM
TYP
8"
MATCH MARK WITH SLOT
TYP
SEE NOTE 4
3" x 3" x 1/4" ANGLE
TYP
NOTES
1. PARTS TO BE FABRICATED FROM 1/4" 5052-H34 ALUMINUM SHEET PER ASTM B209
2. PROVIDE SHIMS BETWEEN FLUME AND FLOW DEFLECTOR AS NECESSARY TO ENSURE FIT
3. COAT FLOW DEFLECTOR SURFACES IN CONTACT WITH CONCRETE WITH ZINC
MOLYBENDATE IN ACCORDANCE WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION.
THE COATING MUST BE FULLY CURED BEFORE PIECES ARE SHIPPED TO PROJECT
SITE FOR INSTALLATION.
4. MATCH MARK WITH CONCRETE ANCHOR PRIOR TO ANCHOR INSTALLATION
SEE NOTES 1,2,3
SEE DETAIL ON MH501
SCALE:
BOTTOM DEFLECTOR LEFT
1-1/2"=1'-0"
SCALE:
BOTTOM DEFLECTOR BACK
1-1/2"=1'-0"
SCALE:
BOTTOM DEFLECTOR END
C
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N
N O
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SC
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PL
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MP101
TH
E
D
AL
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S
LO
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AN
D D
AM
FY
F
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H
A C
C O
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SCALE:
WATER SUPPLY ISOMETRIC
NTS
CLEAN-OUT AT
PARKING LOT LEVEL
COMBINATION AIR
VALVE ASSEMBLY
COMBINATION AIR
VALVE ASSEMBLY
LOW-POINT
DRAIN
CLEAN-OUT AT
PARKING LOT LEVEL
NEW WATER SUPPLY
SEE SHEETS MP501 AND MP502
CLEAN-OUT AT
PARKING LOT LEVEL
COMBINATION AIR
VALVE ASSEMBLY
LOW-POINT
DRAIN
LOCATION OF
NEW TRAP BOX
EXISTING MECHANICAL
VALVE ROOM
4" FLEXIBLE HOSE ACROSS ROAD.
COVER HOSE WITH VEHICLE RAMP.
C
D
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A
B
C
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D
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D W
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C
KD
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SO
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C
IT
AT
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N
N O
C O
N
TR
AC
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N O
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BM
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PL
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SC
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PL
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SI
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MP501
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
M
ER
S
U
PP
LY
D
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AI
LS
SH
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T
D
AN
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L
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N
N
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N C
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N C
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PARTS LIST
DESCRIPTIONQTYITEM
4in SCH 80 Pipe121 45 Deg Elbow Socket-Type - Schedule 80 4in42 Coupling Socket-Type - Schedule 80 4in153 4 in SCH 80 Long Sweep Elbow 44 4 in SCH 80 Wye55 4 in Ball Valve - Brass46 4 in 150 deg pipe elbow17 4 in Cam-Groove Hose Cplng18 4in x 2in Reducer39 1in Ball Valve - Brass310 1in SCH 80 PVC Pipe611 1in Comb-Air-Valve - Brass312 Tee Socket-Type - Schedule 80 4 in413 4in Knife Gate Valve - Brass114 4in PVC Flange2215 12 in x 4 in Reducer117 Flanged Tee - 12 in118 Pipe Flange - 12 in619 4 in Flexible Hose120 Nylon Reinforced Nitrile Spherical Bellows Flanged Expansion Joint with Minimum Axial Compression of 1 Inch
EL. 100 ft.
WATER SUPPLY DETAILS
NTS
DETAIL
SCALE:
- 1/2" = 1'-0"
- DETAIL
SCALE:
DETAIL
SCALE:
EL. 115.5 FT
B
DETAIL
SCALE:
EL. 115.5 FT
EL. 115.5 ft.
NOTES:
1. SUPPORT ALL HORIZONTAL PIPE RUNS WITH 1-5/8" STRUT
CHANNEL AND STRUT MOUNTED PIPE CLAMPS AT A MAXIMUM
SPACING OF 7 FT AND SIZED FOR 4" PIPE.
2. SUPPORT VERTICAL PIPE
3. INSTALL PIPE WITH 1% GRADE.
4. INSTALL THRUST RESTRAINTS PER STRUCTURAL
SPECIFICATIONS.
EL. 75.47 ft.
SEE SHEET MP502
FLEXIBLE HOSE
TO TRAP BOX
EXISTING PIPE IN
MECHANICAL ROOM
EXISTING PIPE IN
MECHANICAL ROOM
141719
FLOW
FLOW
FLOW
TO AUX PENSTOCK
DETAIL
SCALE:
LOCATE GUIDES
EVERY 7 FEET
TYP, ALL WATER
SUPPLY PIPING
ANCHOR 1 FT
PRIOR TO HATCH
PENETRATION
ANCHOR 1 FT
AFTER HATCH
PENETRATION
ANCHOR 1 FT
BEFORE AND
AFTER ELBOW
ANCHOR 1 FT
PRIOR TO ELBOW
LOCATE ANCHOR
BETWEEN ELBOW
AND TEE
STEM EXTENSION
11' -3 1/2 ".
LOCATE GUIDES
EVERY 3 FT. ANCHOR PIPE
1 FT FROM DRAIN
ANCHOR PIPE
1 FT FROM WYE
ANCHOR PIPE BETWEEN
ELBOW AND WYE
ANCHOR PIPE 1 FT
AFTER ELBOW
ANCHOR PIPE 33.5 FT
FROM ELBOW
ANCHOR PIPE 33.5 FT
FROM PREVIOUS
EXPANSION JOINT
211515
ANCHOR PIPE 1 FT
PRIOR TO WYE
ANCHOR PIPE BETWEEN
ELBOW AND WYE
C
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B
C
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C
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N
N O
C O
N
TR
AC
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N O
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BM
IT
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D
B Y:
PL
O
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SC
AL
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PL
O
T D
AT
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SI
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FI
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N
AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MP502
TH
E
D
AL
LE
S
LO
C
K
AN
D D
AM
FY
F
IS
H
A C
C O
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S
LA
M
ER
S
U
PP
LY
D
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AI
LS
SH
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T
D
AN
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L
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N
N
G 2E
N C
G
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G 2E
N C
C
AZ
/2
8/
W
N
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AN
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EN
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N , P
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1:
AN
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TR
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U .S
. A R
M Y
C O
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O F
EN
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IN
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R S
PO
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TL
AN
D , O
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O N
AD
VE
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TI
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D
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.id w
M
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C
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AP
PR
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PARTS LIST
DESCRIPTIONQTYITEM
4in SCH 80 Pipe121 45 Deg Elbow Socket-Type - Schedule 80 4in42 Coupling Socket-Type - Schedule 80 4in153 4 in SCH 80 Long Sweep Elbow 44 4 in SCH 80 Wye55 4 in Ball Valve - Brass46 4 in 150 deg pipe elbow17 4 in Cam-Groove Hose Cplng18 4in x 2in Reducer39 1in Ball Valve - Brass310 1in SCH 80 PVC Pipe611 1in Comb-Air-Valve - Brass312 Tee Socket-Type - Schedule 80 4 in413 4in Knife Gate Valve - Brass114 4in PVC Flange2215 12 in x 4 in Reducer117 Flanged Tee - 12 in118 Pipe Flange - 12 in619 4 in Flexible Hose120 Nylon Reinforced Nitrile Spherical Bellows Flanged Expansion Joint with Minimum Axial Compression of 1 Inch
A
B
SCALE:
WATER SUPPLY DETAILS
NTS
DETAIL
SCALE:
- 3/4" = 1'-0"
B
- 3/4" = 1'-0"
1 2 1
12 12
38'-0"
1° GRADE
EL 111.5 FT
1 3
'-3
2"
C
DETAIL
SCALE:
- 3/4" = 1'-0"
INSTALL ANCHOR
1 FT FROM WYE
STEM EXTENSION
11' -3 1/2 ".
LOCATE GUIDES
EVERY 3 FT.
21 15
21 15
ANCHOR PIPE
1 FT FROM TEE
ON BOTH SIDES
ANCHOR 1 FT
PRIOR TO ELBOW
PROVIDE SADDLE TYPE
ANCHOR AFTER VALVE
File details come from the government source that posted it. Updated .