B.08.02 McNary Bulkheads Contract Drawings_21B0011.pdf
PDF 4 MB Posted
- Attached to
- McNary Intake Bulkheads Replacement Federal contract opportunity
- Solicitation number
- W912EF21B0011
About this file
This document provides details for a federal solicitation seeking replacement intake bulkheads at McNary Lock and Dam.
The USACE Walla Walla District is soliciting bids to fabricate and install two new intake bulkheads at McNary Lock and Dam in Umatilla County, Oregon. The bulkheads must be approximately 23 feet wide, 55 feet tall, 3 feet deep and weigh 140,000 pounds each. The fabricator must be certified under the AISC quality certification program and certified for fracture critical fabrication. The bulkheads will be coated with System 3-A-Z vinyl paint, and the painting subcontractor must be certified by SSPC or AISC. The completed bulkheads will be delivered as units and installed by the government using an onsite gantry crane.
The solicitation is identified as W912EF21B0011 and will be posted to beta.SAM.gov in February 2021. The estimated value is between $5-10 million. A site visit will be offered approximately two weeks after posting. On-site work must follow EM 385-1-1 safety requirements and require developed plans for accident prevention, activity hazards, and fall protection. Clearance is required for any foreign national attendees.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912EF21B0011 Bid Opening Results - UPDATE.pdf | ||
| W912EF21B0011 Bid Opening Results.pdf | ||
| B.08.03 TECHSPECS_21B0011_amd0002_24Mar21.pdf | ||
| B.08.03 W912EF21B0011 Amendment 0002.pdf | ||
| B.08.03 Plans_21B0011_amd0002.pdf | ||
| Site Visit Attendee List - W912EF21B0011 MNA Bulkheads.pdf | ||
| B.08.03 W912EF21B0011 Amendment 0001.pdf | ||
| B.08.02 Technical Specifications MNA Bulkheads_21B0011.pdf | ||
| B.08.02 Solicitaton - W912EF21B0011 MNA Bulkheads.pdf | ||
| B.08.02 McNary Bulkheads Resource Drawings_21B0011.pdf |
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Text version
SUB -STATION
SHORE FISHWAY
WASHINGTON
RIGHT ABUTMENT
NAVIGATION LOCK
NORTH NON-OVERFLOW
P O W E R H O U S E
WITH LIGHT
CONC. PILLAR
RAMP
BOAT
RAMP
BOAT
FISH COUNTING STATION
WELL NO. 2
LEFT ABUTMENT
FISHWAY
OREGON SHORE
SOUTH NON-OVERFLOW
PUMPHOUSE
FISH FACILITIES
JUVENILE
C.B.L.
DOCK
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SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY: APPROVED BY:
HYDROELECTRIC DESIGN CENTER
CHIEF OF MECHANICAL/STRUCTURAL BRANCH
JAMES CALNON, P.E.
HYDROELECTRIC DESIGN CENTER
DIRECTOR OF
STEVEN MILES, P.E.
HYDROELECTRIC DESIGN CENTER
CHIEF OF ELECTRICAL BRANCH
JORDAN FINK, P.E.
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF MECHANICAL DESIGN SECTION
KEVIN RENSHAW, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF STRUCTURAL DESIGN SECTION
DANIELLE FICHERA, P.E.
NORTH
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PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
McNARY LOCK AND DAM
M N
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SCALE: NOT TO SCALE
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SCALE: NOT TO SCALE
B4
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SCALE: NOT TO SCALE
/0
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S T
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W E
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
COLUMBIA RIVER
POWERHOUSE
HEADGATE SYSTEM REHAB - BULKHEADS
W912EF21B0011
JANUARY 2021
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WILLAMETTE IRON AND STEEL COMPANY DRAWINGS
USACE DRAWINGS
MECHANICAL
STRUCTURAL
INDEX TO DRAWINGS
GENERAL
FILE NUMBER
NO.
SHEET
TITLE
NO.
SHEET
TITLE
INDEX TO RESOURCE DRAWINGS
DRAWING NUMBER
LOCKBASE
NAVIGATION LI
GHT
-8
MPS-39
MPS-1
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
PEDESTAL
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UMATILLA
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R I V E R
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WASHINGTON
OREGON
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D
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FISH
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WELL NO. 2
WELL NO. 3
E
B
E
B
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B
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B
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B
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B
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B
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B
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B
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B
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B
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B
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B
W A S H I N G T O N
FLOW
NAVLOCK
PORT OF UMATILLA
BARGE UNLOADING AREA AT
CONTRACTOR LAYDOWN AREA
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CONTROL DIMENSIONS
FL
OW
FL
OW
S-101
OF GUIDE SHOES
OUTSIDE TO OUTSIDE
FLOW
Q
SCALE: NTS
S-003
TOLERANCES
PARALLEL & PERPENDICULAR
S-003
BEARING BAR SURFACES
COPLANAR
EL 278.50 (CENTER OF TOP SEAL)
EL 225.75 (BOTTOM OF SLOT)
INTAKE RESERVOIR ELEVATIONS
FOR INSTRUCTIONS TO CONTRACTOR.
SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS
CONTROL DIMENSIONS CHART
INTAKE BULKHEAD
(MEAN RETURN PERIOD OF 10 YEARS)
USUAL EL 340.00
(MEAN RETURN PERIOD OF 300 YEARS)
UNUSUAL EL 340.00
EXTREME EL 356.50
SCALE: NTS
VIEW LOOKING UPTREAM
INTAKE BULKHEAD ASSEMBLY
ISOMETRIC -
SCALE: NTS
VIEW LOOKING DOWNSTREAM
INTAKE BULKHEAD ASSEMBLY
ISOMETRIC -
22' - 9 3/4"
19' - 7 3/4"
S-101
FACE OF LIFTING LUGS
INSIDE FACE TO INSIDE
S-101
U/S FACE LIFTING LUG
U/S FACE OF SKIN PL TO
S-501
TO D/S FACE FLANGE
U/S FACE SKIN PLATE
3' - 2 1/8"
S-501
FACE OF TOP SEAL ANGLE
TOP OF SKIN PL TO BOTTOM
1' - 1 3/4"
S-501
FACE OF SIDE SEAL ANGLE
EDGE OF SKIN PL TO INSIDE
1' - 1 1/8"
T
M C
G
IL
V R
E Y
+/- 1/32"
+/- 1/8"
S-003
TO D/S FACE BEARING BAR
U/S FACE SEAL ANGLE
3' - 9 1/8"
10 7/16"
S-501
FACE OF BOTTOM SEAL ANGLE
BOTTOM OF SKIN PL TO TOP
5 5/32"
S-003
FACE OF SIDE SEAL ANGLES
INSIDE FACE TO INSIDE
54' - 0" S-002
HEIGHT OF SKIN PLATE
S-002
WIDTH OF SKIN PLATE
22' - 9 1/4"
20' - 7"
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S T
E V
E N R
M
IL
E S P .E
BULKHEAD
TYPICALTYP
SYMMETRICALSYMM
NOT TO SCALENTS
UPSTREAMU/S
PLACESPLCS
PLATEPL
ON CENTEROC
FRACTURE CRITICAL MEMBERFCM
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
DIAMETERDIA
CENTERLINECL
COMPLETE JOINT PENETRATIONCJP
CENTER OF GRAVITYCG
CENTER TO CENTERCC
ABBREVIATIONS
PLUMB
E
F
B
1.0 STRUCTURAL STEEL
2.0 DESIGN STANDARDS
ETL 1110 -2 - 584 (30 APRIL 2014)2.3
AWS D1.5 - 20152.2
AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION2.1
3.0 QUANTITY
4.0 FRACTURE CRITICAL MEMBERS (FCM)
NOTED
5.0 TOLERANCES UNLESS OTHERWISE
TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:5.3
5.2
5.1.3
5.1.2
5.1.1
TOLERANCES FOR FRACTIONAL DIMENSIONS:5.1
TOLERANCEDIMENSION
X.XXXX
X.XXX
X.XX
X.X
X
GENERAL STRUCTURAL NOTES:
MEMBER (FCM) FOR FABRICATION AND TESTING PURPOSES.
ALL FAILURE CRITICAL MEMBERS WILL BE TREATED AS A FRACTURE CRITICAL 4.1
4 BULKHEADS ARE REQUIRED.
ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. 3.1
1.18 ALL CJP BUTT JOINTS ARE TO BE GROUND FLUSH UNLESS OTHERWISE NOTED.
LUGS AND PICK POINTS.
UTILIZE LAYDOWN LUG FOR UPRIGHTING AND MOVING. SUBMIT ALL TEMPORARY
1.17 LIFTING LUGS ARE ONLY TO BE LOADED IN THE VERTICAL DIRECTION.
NOT BE TO SCALE IN CERTAIN VIEWS WITHIN THIS PACKAGE.
1.16 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY AND/OR MAY
PURPOSES OF NONDESTRUCTIVE TESTING.
1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR
WITHOUT GOVERNMENT APPROVAL.
1.14 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED UNLESS NOTED OTHERWISE
FOR RUBBER SEALS.
1.13 MATCH DRILL HOLES (I.E. 1" HOLE FOR 1" DIAMETER BOLT) AT ASSEMBLY
59 13.01 26.
1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION 05
1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZE UNLESS NOTED OTHERWISE.
WELDS IS 140,000-LBS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD, NOT INCLUDING PAINT AND
MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.
DRAWINGS OR THE REQUIRED REINFORCING FILLET WELDE SIZE PER AWS D1.5.
1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE
PAST WELD JOINT UNLESS OTHERWISE NOTED.
1,000µ INCH FINISH UNLESS OTHERWISE NOTED. EXTEND COPED ACCESS HOLES 2"
1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM
PER 09 97 02.13 26.
CONTRACTORS ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION
COMPONENTS EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING
IN SPECIFICATION 09 97 02.13 26. USE SYSTEM 3-A-Z FOR ALL BULKHEAD
1.7 CONFORM PAINTING FOR INTAKE BULKHEADS TO ALL REQUIREMENTS STATED
ALL EDGES OF ALL DRAIN HOLES TO A 1/8" RADIUS UNLESS NOTED OTHERWISE.
1.6 BREAK ALL EDGES TO A 1/16" RADIUS UNLESS NOTED OTHERWISE. BREAK
APPROVAL.
FIRST PAGE OF THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT
WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE
BY THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING
DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED
BE FRACTURE CRITICAL CJP WELDS, AND ARE TO BE IDENTIFIED ON THE SHOP
1.5 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO
59 13.01 26.
1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN 05
SPECIFICATION 05 59 13.01 26.
OF THE BULKHEADS SHALL BE ASTM A709 F2 GRD 50. FOR REQUIREMENTS, SEE
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION
CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.
AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING
DIMENSIONS OF TWO EXISTING BULKHEADS PRIOR TO BEGINNING FABRICATION
CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL
THE LIFE OF THE CONTRACT.
ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED FOR
FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE CRITICAL
HYDRAULIC FABRICATOR (HYD) AT THE TIME OF BID. IN ADDITION, THE
CERTIFIED BRIDGE FABRICATOR - INTERMEDIATE (IBR), OR CERTIFIED METAL
BRIDGES (CBR), CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR),
PROGRAM WITH ONE OF THE FOLLOWING CERTIFICATIONS: MAJOR STEEL
1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION
19'-10 1/2 " 2'- 1/16 "
2'-2 3/8 "
/8
/1
(22'-10 1/4 ")
(20'-4 1/2 ")
(22'-9 1/4 ")
22'-9 3/4 "
DEFLECTION
1/8" SEAL
( 1/4 ")
(3
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
O F T
O P J -S
E A
L B
U L
B T
O B
O T
T O
M O
F S
K
IN
P
L
/1
O V
E R
A L L H
E
IG
H T
C L
CLTO OF LIFTING LUGSCL
CL CL
CL LIFTING LUG TO D/S
FACE OF BEARING BAR
CLOF DOGGING
BEAM TO D/S FACE
OF BEARING BAR
S K
IN
P
L T
O
D O
G G
IN
G
B E
A R
IN
G B
A R
S K
IN
P
L H
E
IG
H T
C O
N T
R O
L D
IM
E N
S
IO
N
OUT TO OUT SLOT
CLTO CLSIDE J-BULB SEALS
OUT TO OUT SKIN PLATE AND D/S END FLG (CONTROL DIMENSION)
CLCL
CL
CL
C L T
O C L
G U
ID
E S
H O
E S
CL
C L S
K
IN
P
L T
O
O F G
U
ID
E S
H O
E
S L
O T W
ID
T
H
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-002
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
M C
G
IL
V R
E Y
M N
S -0
X X
X .d g n
A S
S E
M B
L Y A
N D A
L
IG
N M
E N
T
E3
A3
ELEVATION - LOOKING D/S
SCALE: 1/2" = 1'-0"
PLAN - BULKHEAD IN SLOT
SCALE: 1/2" = 1'-0"
A1
ELEVATION
SCALE: 1/2" = 1'-0"
D9
DETAIL
SCALE: 1" = 1'-0"
G8
S-002
FLOWFLOW
A8S-002
SECTION
SCALE: 1" = 1'-0"
E6
F L
O W
/0
/1
S T
E V
E N R
M
IL
E S P .E
W E
F
B
1. BOLD INDICATES EQUIPMENT TO BE INSTALLED.
GENERAL NOTES:
D9
S-002
F2
S-003
A8
S-002
20'-7"
SEAL FLANGE
U/S FACE OF
/8
BEARING BAR
D/S FACE OF
0.031
0.063
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
A B D A
0.125
C0.125
OF END FLG
D/S SURFACE
OF SKIN PL
U/S SURFACE
TYP 2 PLCS
D
C
OF END FLG
D/S SURFACE
0.125 A
B
E
BEARING BAR
D/S FACE OF
F F
OF GUIDE SHOE
OUTSIDE FACE
OF GUIDE SHOE
OUTSIDE FACE
SKIN PLATE
BOTTOM OF
INSIDE FACE TO INSIDE FACE SIDE SEAL ANGLES (CONTROL DIMENSION)
0.063
SKIN PL AND END PLATE
TOP OF END FLG,
OF END PLATE
OUTSIDE SURFACE
OF END PLATE
OUTSIDE SURFACE
E
E
2 SURFACES
(C O
N T
R O
L D
IM
E N
S
IO
N
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-003
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
T
M C
G
IL
V R
E Y
A N
D T
O L E
R A
N C
E
M N
S -0
X X
X .d g n
G E
O M
E T
R
IC
D
IM
E N
S
IO
N
IN
G
SCALE: 1/2" = 1'-0"
F2
A2
ELEVATION - LOOKING U/S
SCALE: 1/2" = 1'-0"
SECTIOND7
S-002
G6
S-003
/0
/1
F L
O W
FLOW
A8
SIDE ELEVATION
SCALE: 1/2" = 1'-0"
S T
E V
E N R
M
IL
E S P .E
E9
SIDE ELEVATION
SCALE: 1/2" = 1'-0"
W E
F
B
E9
S-003
E1
S-502
5'-0" 2'-6"
3'-2 1/8 "
22'-9 3/4 "
21'-11 1/2 "
19'-7 3/4 "
22'-9 1/4 "
10'-2 1/4 "
3'-5 3/4 "
1'-3 1/4 "
1'-11"
/2
(CONTROL DIMENSION)
TO U/S FACE LIFTING LUG
10 7/16 " U/S FACE SKIN PL
4'-4 1/2 " 4'-4 1/2 "
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
CL
SYM
ABOUT
CL CLCL TO CL
7/8" SKIN PLATE
D / S FACE
FLG
CL
CL
CL
CL
5/8" WEB
TYP
CENTERED
TYP
CL
INSIDE FACE LIFTING LUGS (CONTROL DIMENSION)
CLCL
5/16
5/16
OUT TO OUT SKIN PLATE & OUT TO OUT END FLANGE
1 1/4" x 18"
FLG, TYP
1 1/4" TOP
FLG
CL
OUT TO OUT GUIDE SHOES (CONTROL DIMENSION)
SEE S-102
MATCH LINE
SEE S-102
MATCH LINE
BAR
BEARING
SEE M-501
TOP 2 WEBS ONLY
SEE M-501
TOP 2 WEBS ONLY
LUG
LAYDOWN
TYP TWO PLCS
LIFTING LUGS
NOTE 3
SEE
SPLICE
SKIN PL
SPLICE
SKIN PL
TIE PL, TYP
1 1/4" x 6"
R 2" TYP
U / S FACE
SKIN PL
END PLATES
SEE NOTE 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-101
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
A2
SECTION
SCALE: 3/4" = 1'-0" A9
SECTION
SCALE: 3/4" = 1'-0"
F2
S-101
E5
S-101
M N
S -1
X X
X .d g n
A1
LEFT ELEVATION
SCALE: 3/4" = 1'-0"
F2
PLAN
SCALE: 3/4" = 1'-0"
B U
L K
H E
A D S
H E
E T
T
M C
G
IL
V R
E Y
F L
O W
FLOW FLOW
S T
E V
E N R
M
IL
E S P .E
W E
F
B
4. SKIN PLATE SPLICE IS A CJP WELD.
3. PROVIDE 1/8" RADIUS ON VALVE INLET AND DISCHARGE HOLES.
2. PROVIDE ALL DRAIN HOLES WITH A MINIMUM 1/8" RADIUS ON TOP AND BOTTOM.
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.
/0
/1
A2
S-101
A9
S-101
E4
S-501
E6
S-501
C1
S-502
D7
S-502
A7
S-502
A4
S-502
A1
S-501
3'-2 1/8 "
22'-9 1/4 "
22'-9 3/4 "
21'-11 1/2 "
2'-6"5'-0"3'-5 3/4 "
1'-8" 2'-6"
4'-4 1/2 "
4'-4 1/2 "
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
TO END WEBS
CL CL
SYM
ABOUT
CL
D / S FACE
FLG
U / S FACE
SKIN PL
CL
CL
CL
CL
CENTERED
TYP
7/8" SKIN PLATE
5/8" WEB
TYP
CLCL
CL
CL
CL
OUT TO OUT SKIN PLATE & OUT TO OUT END FLANGE
CL CL
OUT TO OUT GUIDE SHOES (CONTROL DIMENSION)
1 1/4" x 18"
FLG, TYP
SKIN PL
SPLICE
SYM
ABOUT
CL
SEE S-103
MATCH LINE
SEE S-101
MATCH LINE
SEE S-101
MATCH LINE
SEE S-103
MATCH LINE
BARS
BEARING
SPLICE
SKIN PL
R 2" TYP
SEE NOTE 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-102
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
A2
SECTION
SCALE: 3/4" = 1'-0" A9
SCALE: 3/4" = 1'-0"
S-102
F2
S-102
E5
M N
S -1
X X
X .d g n
A1
LEFT ELEVATION
SCALE: 3/4" = 1'-0"
E2
PLAN
SCALE: 3/4" = 1'-0"
B U
L K
H E
A D S
H E
E T
T
M C
G
IL
V R
E Y
/0
/1
F L
O W
FLOW FLOW
S T
E V
E N R
M
IL
E S P .E
3. SKIN PLATE SPLICE IS A CJP WELD.
2. PROVIDE ALL DRAIN HOLES WITH A MINIMUM 1/8" RADIUS ON TOP AND BOTTOM.
1. SEE SHEET S-001 FOR GENERAL NOTES.
A2
S-102
A9
S-102
E1
S-501
E4
S-501
D4
S-502
3'-2 1/8 "
22'-9 1/4 "
22'-9 3/4 "
21'-11 1/2 "
2'-6"5'-0"3'-5 3/4 "
1'-8" 2'-6"
4'-4 1/2 "
4'-4 1/2 "
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
CL
CL
CL
CL
U / S FACE
SKIN PLD / S FACE
FLG
5/8" WEB
TYP
CENTERED
TYP
7/8" SKIN PLATE
CL
CL
CLCLCL
OUT TO OUT SKIN PLATE & OUT TO OUT END FLANGE
SEE S-102
MATCH LINE
SEE S-104
MATCH LINE
SEE S-102
MATCH LINE
SEE S-104
MATCH LINE
1 1/4" x 18"
FLG, TYP
BARS
BEARING
CL CL
SYM
ABOUT
CL
TO END WEBSCL CL
OUT TO OUT GUIDE SHOES (CONTROL DIMENSION)
SYM
ABOUT
CL
SPLICE
SKIN PL
SPLICE
SKIN PL
R 2" TYP
SEE NOTE 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-103
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
A3
SECTION
SCALE: 3/4" = 1'-0"
A9
SCALE: 3/4" = 1'-0"
S-103
E5
S-103
F2
M N
S -1
X X
X .d g n
F3
PLAN
SCALE: 3/4" = 1'-0"
A1
LEFT ELEVATION
SCALE: 3/4" = 1'-0"
B U
L K
H E
A D S
H E
E T
T
M C
G
IL
V R
E Y
/0
/1
FLOW
FLOW
F L
O W
S T
E V
E N R
M
IL
E S P
2. PROVIDE ALL DRAIN HOLES WITH A MINIMUM 1/8" RADIUS ON TOP AND BOTTOM.
1. SEE SHEET S-001 FOR GENERAL NOTES.
A3
S-103
A9
S-103
E4
3'-2 1/8 "
2'-6"5'-0"3'-5 3/4 "
22'-9 3/4 "
21'-11 1/2 "
22'-9 1/4 "
/2
4'-4 1/2 "
4'-4 1/2 "
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
7/8" SKIN PLATE
5/8" WEB
TYP
CENTERED
TYP
CL
CL
CL
CL
CL
SYM
ABOUT
CL
CL
CLTO CL END WEBS
OUT TO OUT GUIDE SHOES (CONTROL DIMENSION)
CL CL
CL
U / S FACE
SKIN PL
D / S FACE
FLG
CL
SEE S-103
MATCH LINE
SEE S-103
MATCH LINE
OUT TO OUT SKIN PLATE & OUT TO OUT END FLANGE
CJP
3/8" DIAPHRAGM PL
5/8" BOTTOM
DIAPHRAGM PL
TYP 9 PLCS
3/4"
BOTTOM
WEB
3/8
3/8
BOTTOM
WEB
ONLY
5/8"x8" PL
TYP 9 PLCS
BAR
BEARING
BAR
BEARING
3/8
3/8
1 1/4" x 18"
FLG, TYP
1 1/4" x 16"
BOTTOM FLG
SPLICE
SKIN PL
SYM
ABOUT
CL
SPLICE
SKIN PL
R 2" TYP
SEE NOTE 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
M N
S -1
X X
X .d g n
S-104
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
A3
SCALE: 3/4" = 1'-0" A9
SECTION
SCALE: 3/4" = 1'-0"S-104
E5 S-104
F2
A1
LEFT ELEVATION
SCALE: 3/4" = 1'-0"
E2
PLAN
SCALE: 3/4" = 1'-0"
B U
L K
H E
A D S
H E
E T
T
M C
G
IL
V R
E Y
/0
/1
FLOW FLOW
F L
O W
S T
E V
E N R
M
IL
E S P
2. PROVIDE ALL DRAIN HOLES WITH A MINIMUM 1/8" RADIUS ON TOP AND BOTTOM.
1. SEE SHEET S-001 FOR GENERAL NOTES.
A3
S-104
A9
S-104
E4
S-501
A9
NOTE 1
SEE
(CONTROL DIMENSION)
1'-1 1/8 "
/8
1 3/8 "
/8
SKIN PL
EDGE OF
TYP
CJP
TYP
CJP
WEB PL
5/8"
NOTES 3, 4, & 5
BOLT SEE
END FLG
9 3/4"
1 1/4" X
TO WEBS
SKIN PL
TYP
WEBS
FLG TO
TYP
/8
PLATE
END
3/4" TO WEBS
END PLATE
TYP
/4
/2
/8
TYP
R 2"
NOTE 2
SEE
SKIN PL
7/8"
PLATE
DIAPHRAGM
3/8"
TYP
CJP
TYP
CJP
5/8" WEB PL
TYP
R 2"
NOTE 2
SEE
NOTE 2
SEE
FLG
1 1/4"x18"
1/2 "
3 7/8 "
/4
3 1/8 "
D
IM
E N
S
IO
N
(C O
N T
R
/3
SHOE
END GUIDE
SHOE
END GUIDE
4 1/2 "
BOLT SEE NOTE 4
ALLOW 316 COUNTERSUNK
PLATE
SKIN
PLATE
SKIN
2 3/4 "
/2
SHOE
END GUIDE
3 1/8" x 1/2"
PL 2 3/4" x
1"
/4
5/8 " 1 3/8 "
3/8 "
1"
SEE NOTE 9
MATERIAL
COMPOSITE
3/4 "
PLATE
END
3/8 "
/8
/1
2 3/4 "
1/4 "
/4
/4
4 1/8 "
2 3/4 "
/8
/8
1 1/2 "
/8
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
(C O
N T
R O
L D
IM
E N
S
IO
N
R 2"
TYP
CL
3/8
3/8
3/8
3/8
5/16
5/16
5/16
5/16
5/16
7/8" SKIN PL
(C O
N T
R O
L D
IM
E N
S
IO
N
5/16"
5/16"
CLBOLT
SEE NOTE
3, 4 & 5
SEE NOTE 6
5/16
5/16
R 1/8"
SEE DETAIL D9
3/8" PL
STIFFENER 1
SEAL
CJP
5/16
5/16
5/16
5/16
5/16
5/16
R 1/4"
5/16
5/16 CJP
CJP
5/16
5/16
8:1
1/2" X 1 1/2" PL
5/16
5/16
SEE DETAIL A7
3/8" PL
STIFFENER 3
SEAL
SEE DETAIL C6
3/8" PL
STIFFENER 2
SEAL
CJP
T Y
P
TYP
9"R
5/16
5/16
CJP
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
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O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-501
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
S H
E E
T
E1 G2
E6S-101
E4S-101
D8
E10
M N
S -5
X X
X .d g n
S-102
A4
A9 A10
S-104
DETAIL - END WEB
SCALE: 1 1/2" = 1'-0"
A1S-101
E1 DETAIL - END GUIDE SHOE
SCALE: 6" = 1'-0"
SCALE: 3" = 1'-0"
BOTTOM SEAL
DETAIL -
DETAIL - TYP 5/8 WEB
SCALE: 1 1/2" = 1'-0"
T
M C
G
IL
V R
E Y
DETAIL - TOP & SIDE SEAL
SCALE: 3" = 1'-0"
D9
F7 STIFFENER 1
DETAIL - SEAL
C6
A7
STIFFENER 3
DETAIL - SEAL
SCALE: FULL SIZE 1" = 1"S-501
S-501
S-501
DETAIL - SEAL STIFFENER 2
SCALE: FULL SIZE 1" = 1"
SCALE: FULL SIZE 1" = 1"
BEARING BAR
SCALE: 3" = 1'-0"
/0
/1
FLOW
F L
O W
B U
L K
H E
A D D
E T
A
IL
S
C10
B10
S T
E V
E N R
M
IL
E S P .E
REQUIRED.
9. COMPOSITE MATERIAL DESIGNED FOR 1/4" WEAR BEFORE REPLACEMENT
8. SEAL STIFFENERS 2 AND 3 ARE POSITIONED IN LINE WITH EACH OTHER.
7. SEAL STIFFENERS 1, 2 AND 3 ARE SPACED AT A MAXIMUM OF 16".
REINFORCING FILLET.
6. SEAL ANGLE MAY BE L4"x3"x3/8" CUT TO LENGTH OR 3/8" PL WITH CJP AND
SECTION O5 56 09.00 26.
5. PROVIDE STAINLESS STEEL NYLON LOCKING NUT AS REQUIRED PER
4. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER PER SECTION 05 59 13.01 26.
3. SEAL BOLTS ARE 5/8" DIA ASTM F593 ALLOY 316 COUNTERSUNK BOLT, MAX 4" OC.
2. TYPICAL FOR ALL DIAPHRAGM WELDS UNLESS OTHERWISE NOTED.
1. SOME SEAL COMPONENTS NOT SHOWN FOR CLARITY.
/1
30°
/1
5/8 "
5/8 "
3'-0"
1 1/2 "
/2
/2
/2
/1
3" 3"
/1
1'-5 1/16 "
1'- 9/16 " 9" 1'-2 7/16 "
1 3/8 "
/1
1'-5 1/16 "
/1
3'-0"
/8
/4
/4
/2
1/2 "
/2
/2
/2
4"
/1
1'-9 3/8 "
6"
"13
5°
/4
1 7/8 "
R 3/4"
PL
1/2" FACE
BAR
2" x 3" x 8"
TYP
R 1/4"
R 1'-8"
7/8 "
END PLATE
/8
/8
8" 8"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
U/S/ FACE
LUG
RECEIVE LIFTING
SLOT WEB TO
3/8
3/8
FLG &
SKIN PL
WELD
3/8
3/8
R 2"
CL
1/4
CJP
CJP
TYP
3/8
3/8
CJP
3/4" x 4 3/4" x 6" PL
T Y
P
1 1/4" PL
D/S FACE
R 7 1/2"
R 2 5/8"
R 2 1/16"
TYP
CL
CL
4.020"
4.010"
SKIN PL
TOP PL
3/8
3/8
3/8
3/8
3/8
3/8
FLG &
SKIN PL
WELD
3/8
3/8
1 1/4" x 14" PL
CL
T Y
P
T Y
P
CL
2"x3"x8" BAR
C U
T O
U T
LIFTING LUG
1/4
1/4
1/2" FACE PL
1/2" EAR PL
5/8" WEB
SHOWN FOR CLARITY
SOME PLATES NOT
TOP FLG
WHEEL
CHAIN
PL
BENT
1/2"
CJP
DIAPHRAGM
1/2" PL
CL
END PLATE
SEE NOTES 1 & 2
CJP
5/16 5/16
1/2
FLANGE
1" x 18"
5/16
5/16
1/4
1/4
5/8" WEB
5/8" WEB
SKIN PL
RIB
3/8" x 6"
TYP
R 1 1/2"
FLANGE
1 1/4" x 18"
BAR
BEARING
C
L
L
SYM ABOUT C
EARS
T
Y P
TYP 4 PLCS
4" DRAIN HOLES
SEE NOTE 3
DOGGING SUPPORT BEAM.
OF SUPPORT BEAM
RIB WELDED TO TOP
CJP EAR
TO END
PLATE TYP
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US Army Corps
D R
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T L
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O R
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O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
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IG
N C
E N
T E
R
S-502
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
S H
E E
T
M N
S -5
X X
X .d g n
A7
D7 E5
S-101
F8
S-101
A4 D2
S-101
DETAIL
SCALE: 1 1/2" = 1'-0"
T
M C
G
IL
V R
E Y
SECTION - LAYDOWN LUG - FCM
SCALE: 1 1/2" = 1'-0"
SECTION - LIFTING LUG - FCM
SCALE: 1 1/2" = 1'-0"
A1 C3
S-502
DETAIL - EAR
SCALE: FULL SIZE 1" = 1"
C1 E1
S-101
D4 G4
S-102
E1 D2
S-003
SECTION - TYP SKIN PL RIB
SCALE: 1" = 1'-0"
SECTION - DOGGING BEAM EARS
SCALE: 1 1/2" = 1'-0"
/0
/1
FLOW
FLOW
F L
O W
FLOW
B U
L K
H E
A D D
E T
A
IL
S
SCALE: 6" = 1'-0"
BEAM SUPPORT
SECTION - DOGGING
S T
E V
E N R
M
IL
E S P
AROUND OUTER DIAMETER.
WELDING ON DOUBLER PLATES. IF MACHINING, PROVIDE TRANSITION SLOPE
4. MACHINING LUGS FROM SINGLE PLATE IS ALSO ACCEPTABLE IN PLACE OF
3. STOP WEB OF DOGGING SUPPORT BEAM 2" SHORT OF SKIN PLATE AND FLANGE.
2. COAT BOAT ASSEMBLY WITH FLUOROPOLYMER PER SECTION 05 59 13.01 26.
1. DOGGING EAR BOLTS ARE 1/2" ASTM F593 ALLOY 316 WITH LOCK NUT.
A1
S-502
S-503
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
1/2" PL
5/16
5/16
TYP
3/4" PL
CJP
1/2" PL
1/2" PL
1/2" PL
1/2" PL
1/2" PL
3/4" PL
CL
CL
CL 1/2" PL
5/16
5/16
BOT
TOP &
CJP
1/2" PL
7 15/16 "
R 3/4"
STIFFENER PL
1/2"
2'-7 1/8 "
2'-8"
2'-5 13/16 "
/2
1'-7 1/2 "
/4
/2
1/2 "
/2
/2
/4
/2
/2
10"
1"
6 3/8 "
TYP
5/16
/2
1'-0"
5 1/2 "
/4
" TYP
/2
/4
3"
1/2" PL
1/2" PL
CL
1/4
1/4
FLG
TOP
SEE NOTE 1
SEE NOTE 2
SEE NOTE 3 & 4
1/4 " 2 1/4 "
2"
/8
/4
CL
CL
/8
1/4 " 1" 1/4 "
/4
" 1
TOP FLG
TOP WEB
5/8" WEB
ASSY
CHAIN WHEEL
7"
3 3/8 "
R 1 1/2"
1/4
1/4
SEE NOTE 5
SQUARE BAR x 1"
PIN STOP 1/2"
1"
CJP
BAR
3/8" SQUARE
LIFTING HANDLE
PIN WITH
1/2" PLATEGROOVE
13/32" SQUARE
GROOVE
PIN FITS IN
2"
/8
OF FLANGE
BOTTOM
OF FLANGE
BOTTOM
1/4
CJP
CL
WITH 13/32" SQUARE GROOVE
1/2" x 5/8" x 1 1/2" BAR
/2 " 1 /2
1 7/8 "
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
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IN
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O
F
IL
E N
A M
R
T L
A N
D
O R
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O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
M C
N A
R Y L
O C
K A
N D D
A M
W E
F
B
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
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D
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IG
N C
E N
T E
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S-503
M T
H O
M P
S O
N
A
M U
E H
L E
C K P .E
T
M C
G
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V R
E Y
M N
S -5
X X
X .d g n
H E
A D
G A
T E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
D O
G G
IN
G B
E A
M
D E
T A
IL
/0
/1
S T
E V
E N R
M
IL
E S P .E
5. INSERT PIN BEFORE WELDING STOP.
4. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER PER SECTION 05 59 13.01 26.
4 1/2" WITH 1 3/4" THREAD. WASHER ON BOTH HEAD AND NUT SIDE.
3. BOLTS ARE 3/4" ASTM F593 ALLOY 316 WITH LOCK NUT. BOLT LENGTH IS
WHEEL TO PRESS FIT BUSHING.
2. COMPOSITE BUSHING 1 1/8" OD, 25/32" ID, AND 1 1/2" LONG BORE. BORE
1. COMPOSITE WASHER WITH 1 1/2" OD, 7/8" ID, AND 1/4" THICK.
A1 C6
S-502
DETAIL - OPPOSITE SIDE OF FLANGE
SCALE: 6" = 1'-0"
A6
STIFFENER
SCALE: 3" = 1'-0" A8
CHAIN WHEEL
SCALE: 6" = 1'-0"
D8
OPERATION KEY
NOT TO SCALE
C6
DOGGING BEAM - SIDE - FCM
SCALE: 3" = 1'-0"
C1
DOGGING BEAM - ELEVATION - FCM
SCALE: 3" = 1'-0"
E5
DOGGING BEAM - ISOMETRIC - FCM
NOT TO SCALE
F1
DOGGING BEAM - PLAN - FCM
SCALE: 3" = 1'-0"
20'-6 1/2 "
20'-9 3/4 "
20'-2"
/1
1 1/8 "
/8
/8
1/4 " 1 1/4 "
/2
1 1/8 "
1 1/2 "
4 3/4 "
/4
1"
7/8 "
1"
/8
/8
1 1/8 "
SEE NOTE 1
1 1/8 "
/2
2 1/2 "SIDE CLAMP BARS
R 1/8" TOP AND
CLAMP BAR
R 1/8" BOTTOM
21'-0"
1'-6"
1 1/8 "
1'-6" 18'-0"
/8
/8
/8
1 1/8 "
/2
/4
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
BOTTOM CLAMP BAR
CL
CL BOLT HOLES
CL BOLT HOLESTOP CLAMP BAR
T Y
P
TYP TYP
CL
TYP
BAR
SIDE CLAMP
BAR
SIDE CLAMP
HOLES FOR
1" R
CL
CL
1/4 "
R
/4
R
CL
BOTTOM 2 REQ
MOLDED CORNER
TOP 2 REQ
MOLDED CORNER
CL
CL BOLT HOLES
CL BOLT HOLES
CL
TOP SEAL
BOTTOM SEAL
SIDE SEALSIDE SEAL
HOLES FOR
SEE SECTION A8
®of Engineers
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US Army Corps
D R
A W
IN
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O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
W E
R H
O U
S E
C O
L U
M B
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R
IV
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M C
N A
R Y L
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K A
N D D
A M
W E
F
B
A R
M Y C
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P S O
F E
N G
IN
E E
D R
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L E
C T
R
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D
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N C
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T E
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S-504
M T
H O
M P
S O
N
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M U
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C K P .E
D E
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S S
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M
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V R
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A D
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T E S
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T E
M R
E H
A B B
U L
K H
E A
D S
M N
S -5
X X
X .d g n
S E
A L A
N D C
L A
M P B
A R
A2
C1
A6 A8
CLAMP BARS
SCALE: 1/2" = 1'-0"
SECTION - CLAMP BAR
FULL SIZE 1" = 1'-0"
SCALE: 6" = 1'-0"
SECTION - BOTTOM SEALSECTION - SIDE/TOP SEAL
SCALE: 6" = 1'-0"
C6
SEALS
SCALE: 1/2" = 1'-0"
S-504
S-504S-504
D7F8
/0
/1
F2
BAR WHEN INSTALLED.
2. HEAD OF COUNTERSUNK BOLT TO BE A MINIMUM OF 1/32" BELOW FACE OF CLAMP
IS CUT TO DIMENSION SHOWN.
1. BOTTOM SEAL DIMENSIONS ARE IDENTICAL TO TOP AND SIDE SEAL EXCEPT BULB
A2
S-504
A8
S-504
A6
S-504
A2
S-504
A2
S-504
S-504
/8
1 AND 2
SEE NOTES
/8
/8
2 PLCS
/2
/4
4.020
4.010
AFTER FABRICATION
LINE BORE
AFTER FABRICATION
LINE BORE
+ 4.010
- 4.000
R 4 3/4"
R 6"
THROUGH 2 PLCS
1/2 - 13 UNC - 2B
6"
3"
/8
1"
/8
7"
/2
/4
RINGS 3'-4" OC
RINGS 20" OC
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
A
M A
R K
S
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S U
B M
IT
T E
D B
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D A
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C O
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R A
C T N
O
D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
1/2
G
A 0.031
A 0.031
5/16
TYP
A 0.031 -A-
CL
CL
CL
CL
CL
CL
5/16
TYP
CL
GALVANIZED
ASTM A-36
3/16
G
3/16
CONDITION H-1150
ASTM A-564 TYPE 630
CL
GALVANIZED
ASTM A-36
BAR 1" x 3/8"
4 PLCS SEE NOTE 5
3 AND 4
SEE NOTES
OD 1 3/4"
ID 1"
1/4" THICK
BAR x 3"
1/4" SQUARE
1/4
SEAL
ID 1"
1/4" THICK
OD 1 3/4"
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
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A M
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A N
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A R
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IN
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W A
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A L L
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W A
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G T
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W A
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A L L
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S T
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T
M C
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IL
V R
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H E
A D
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Y S
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M R
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A B B
U L
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D S
M N
S -5
X X
X .d g n
A6 SCALE: 6" = 1'-0"
L A
Y D
O W
N L
IN
K A
N D P
IN
LAYDOWN PIN
A1
LAYDOWN LINK
SCALE: 3" = 1'-0"
FINISH: 23-A-Z (RED)
MATERIAL: ASTM A514
A N
D D
O G
G
IN
G B
E A
M C
H A
IN
D
E T
A
IL
S
F1 SCALE: 3" = 1'-0"
DOGGING CHAIN
RING FOR
F3 SCALE: 3" = 1'-0"
DOGGING CHAIN
RING WITH HANDLE FOR
FINISH: GALVANIZED
MATERIAL: ASTM A572 GR 50
FINISH: GALVANIZED
MATERIAL: ASTM A572 GR 50
F5
CHAIN FOR DOGGING BEAM
SCALE: NTS
6. CHAIN IS 4/0 TRADE SIZE PASSING LINK, ZINC PLATED OR GALVANIZED.
5. BOLTS FOR LINK CONNECTION ARE ASTM A449 GALVANIZED.
4. BOLTS FOR PIN ARE ASTM F593 ALLOY 316 WITH ANTI-GALLING COMPOUND.
3/4" WITH MINIMUM 1/2" THREAD LENGTH.
3. PIN TO 1/2" DIAMETER TAPPED HOLE IN 2 PLACES. MAXIMUM HOLE DEPTH OF
2. USE 100 KSI ELECTRODE.
1. WELD AS FAR AS PRACTICABLE BUT NO LESS THAN 20-INCHES, EACH WELD.
/0
/1
FLEXIBLE HOSE
ASSEMBLY
ACTUATOR
SEE NOTE 6
SUPPORT PLATE
SHEET S-101 FOR DETAILS.
GATE SECTION A. SEE
FOR CONNECTING AIR HOSE
QUICK DISCONNECT
CONCEPTUAL DESIGN
ROPE AND HAND WHEEL SHOWN AS
FROM TOP GIRDER OF GATE. WIRE
ACTUATOR MUST BE ACCESSIBLE
ACTUATING VALVE. MANUAL
PROVIDE MANUAL MEANS OF
1'-2 1/4"
HOLE 6 PLCS
TYP 12 PLCS
/8
6"
1'-4"
1/2" PL
S O
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
ACTUATOR
COUPLING
VALVE
ACTUATOR MOUNT
SEE NOTE 5
CJP
TYP
SEE NOTE 4
PIPE SPOOL
SEE NOTE 9
SUPPORT PLATE
SEE NOTE 6
PIPE SPOOL
SEE NOTE 8
FLOW
TYP
10"
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
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IN
G N
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W A
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M-201
M T
H O
M P
S O
N H
E A
D G
A T
E S
Y S
T E
M R
E H
A B B
U L
K H
E A
D S
S
H
IN
N E
N P .E
E Q
U A
L
IZ
E R V
A L
V E A
N D
P N
E U
M A
T
IC
A
C T
U A
T O
R I
N S
T A
L L
A T
IO
N
A1
ELEVATION
SCALE: 1/2" = 1'-0"
A7
SECTION
SCALE: 1" = 1'-0"
E6
DETAIL - SUPPORT PLATE
SCALE: 1 1/2" = 1'-0"
D3
M-201
C6
M-201
T
M C
G
IL
V R
E Y
/0
/1
S T
E V
E N R
M
IL
E S P .E
M N
M -2
X X
X .d g n
W E
F
B
10. INSTALL GASKETS BETWEEN ALL FLANGES.
A SECTION OF PIPE. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.
LENGTH OF PIPE TO BE MADE FROM ASTM A709 PLATE ROLLED AND WELDED INTO
9. PIPE SPOOL TO CONSIST OF A SINGLE FLANGE AND A STRAIGHT LENGTH OF PIPE.
8. PIPE SPOOL TO CONSIST OF TWO FLANGES WITH A STRAIGHT LENGTH OF PIPE.
PIPING IS SIZE NPS 10.
7. CONTRACTOR TO DETERMINE PIPE SPOOL LENGTHS. ALL EQUALIZING VALVE
TYP 6 PLACES.
WITH MATCHING HEX NUTS AND WASHERS. DRILL THRU GATE TO MATCH.
6. SECURE THE SUPPORT PLATE TO THE GATE WITH 5/8"-11 UNC HEX HEAD BOLTS,
5. ACTUATOR MOUNT TO BE BOLTED TO HORIZONTAL GIRDER.
LOCATION.
4. PIPE TO BE CENTERED ON HOLE IN SKIN PLATE. SEE SHEET S-101 FOR HOLE
3. FASTENERS NOT SHOWN ON THIS DRAWING FOR CLARITY.
MUST FIT WITHIN DESIGNED HOLES/OPENINGS IN THE GATE STRUCTURE.
STRUCTURE TO ACCOMMODATE THE ACTUATOR AND ACCESSORIES
SECTION 40 05 00.02 26 AND FINALIZE THE DESIGN. MODIFICATIONS TO THE GATE
CONTRACTOR TO SELECT VALVE, ACTUATOR IN ACCORDANCE WITH SPECIFICATION
2. ACTUATOR, ACTUATOR MOUNT AND VALVE DESIGN IS CONCEPTUAL.
1. ITEMS SHOWN IN BOLD/RED INDICATE THE EQUIPMENT TO BE INSTALLED.
A7
M-201
E6
M-201
| MN481308_G-001XXX |
| MN481308_G-002XXX |
| MN481308_G-003XXX |
| MN481308_S-001XXX |
| MN481308_S-002XXX |
| MN481308_S-003XXX |
| MN481308_S-101XXX |
| MN481308_S-102XXX |
| MN481308_S-103XXX |
| MN481308_S-104XXX |
| MN481308_S-501XXX |
| MN481308_S-502XXX |
| MN481308_S-503XXX |
| MN481308_S-504XXX |
| MN481308_S-505XXX |
| MN481308_M-201XXX |
| 2021-01-29T09:29:27-0800 | |
| MILES.STEVEN.ROBERT.1031191196 |
| 2021-01-29T11:35:38-0800 | |
| FINK.JORDAN.S.1391890664 |
| 2021-02-01T08:12:25-0800 | |
| CALNON.JAMES.D.1231641170 |
| 2021-02-01T11:34:41-0800 | |
| RENSHAW.KEVIN.M.1230505310 |
| 2021-02-01T11:38:46-0800 | |
| FICHERA.DANIELLE.A.1177863110 |
| 2021-02-03T07:54:47-0800 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2021-02-03T08:29:24-0800 | |
| WESTON.DWAYNE.M.1231638152 |
File details come from the government source that posted it. Updated .