Fort Randall Intake Gates and Draft Tube Bulkheads - Final Contract Drawings.pdf
PDF 14 MB Posted
- Attached to
- Intake Gate and Draft Tube Bulkhead Replacement at Ft. Randall Dam, SD Federal contract opportunity
- Solicitation number
- W9128F20R0005
About this file
This document provides details for a federal solicitation seeking fabrication and replacement of intake gates and a draft tube bulkhead at Fort Randall Dam in South Dakota. The Corps of Engineers will replace six intake gates and one bulkhead gate to satisfy maintenance needs while maintaining emergency closure capabilities. The unrestricted solicitation will close on April 14, 2020. The primary NAICS code is 332312 for fabricated structural metal manufacturing. Interested parties can access solicitation documents through Contract Opportunities using the provided solicitation number. All questions should be directed to the specified Contract Specialist by email.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation_W9128F20R0005_Virtual Site visit 2 Sign in Sheet_16APR.pdf | ||
| Bridge looking west.JPG | JPG image | |
| Bridge Looking East.JPG | JPG image | |
| Bridge looking north.JPG | JPG image | |
| PH downstream.JPG | JPG image | |
| PH downstream 1.JPG | JPG image | |
| Bridge looking south.JPG | JPG image | |
| Fort Randall Intake and Draft Tube Gate general area photos.pptx | PPTX presentation | |
| W9128F20R0005 AM00002.pdf | ||
| Solicitation_W9128F20R0005_Virtual Site visit Sign in Sheet.pdf | ||
| Amd 0001 for W9128F20R0005 - Ft.Randall Bulkheads and Intake Gates.pdf | ||
| W9128F20R0005 - Ft.Randall Bulkheads and Intake Gates.pdf | ||
| Specs Intake Gate_Bulkhead Replacement Ft Randall.pdf | ||
| Fort Randall Intake Gates and Draft Tube Bulkheads - Reference Drawings.pdf |
Show all 14
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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 PROJECT
THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
FORT RANDALL DAM
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
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
JORDAN S. FINK, P.E.
CHIEF, ELECTRICAL BRANCH
STEVEN R. MILES, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
DATEDATE
DATE
SUBMITTED BY: APPROVED BY:
SUBMITTED BY:
Omaha District q of Engineers
US Army Corps
NOT TO SCALE
VICINTY MAP
N
NOT TO SCALE
PROJECT SITE MAP
N
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
G-001
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
S
E V
E N R
M
IL
E S P .E
/1
/1
F R
F
G -0
X X
X X .d g n
F R
F -5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
IN
T
A K
E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
INTAKE EMERGENCY SERVICE GATES
DRAFT TUBE BULKHEAD AND
MISSOURI RIVER, SOUTH DAKOTA
FORT RANDALL DAM
C O
V E
R S
H E
E T L
O C
A T
IO
N M
A P
IN
T
A K
E G
A T
E
DEC. 10, 2019ISSUE DATE:
XXXXXX-XX-X-XXXXCONTRACT NO.:
W9128F20R0005SOLICITATION NO.:
®of Engineers
US Army Corps
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
P O
R T
L A
N D
O R
E G
O N
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
IN
T
A K
E G
A T
E
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
G-002
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IN
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P ,E
/1
/1
F R
F
G -0
X X
X X .d g n
F R
F -5 -0 /2
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
IN
D E
X O
F D
R A
W
IN
G S S
H E
E T
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
STRUCTURAL - DRAFT TUBE BULKHEAD
STRUCTURAL - INTAKE GATE
MECHANICAL - INTAKE GATE
INDEX TO DRAWINGS
GENERAL
FILE NUMBER
NO.
SHEET
TITLE
INDEX TO DRAWINGS
FILE NUMBER
NO.
SHEET
TITLE
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
P O
R T
L A
N D
O R
E G
O N
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
IN
T
A K
E G
A T
E
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
G-003
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P ,E
/1
/1
F R
F
G -0
X X
X X .d g n
F R
F -5 -0 /3
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
IN
D E
X O
F D
R A
W
IN
G S S
H E
E T
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
FILE NUMBER TITLE
REQ'D
AS-BUILT
FILE NUMBER TITLE
REQ'D
AS-BUILT
INDEX TO RESOURCE DRAWINGS
RESOURCE
INDEX TO RESOURCE DRAWINGS
TO THE CLOSEST SLOT
FROM UNLOADING AREA
FIELD VERIFY DISTANCE
SLOT. CONTRACTOR TO
DRAFT TUBE BULKHEAD
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
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
G-101
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F
G -1
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
IN
T
A K
E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
P H
O T
O S
D R
A F
T T
U B
E B
U L
K H
E A
D
F R
F -5 -0 /2
SCALE: NTS
DRAFT TUBE DECK PLAN VIEW
D R
A F
T T
U B
E D
E C
K
26 FOR ADDITIONAL REQUIREMENTS.
CLASSIFIED AS A SUPER LOAD. REFER TO SECTION 05 59 13.01
2. DELIVERY OF DRAFT TUBE BULKHEAD IS ANTICIPATED TO BE
AREA TO THE CLOSEST DRAFT TUBE BULKHEAD SLOT.
VERIFY THE DISTANCE FROM THE DESIGNATED UNLOADING
TAILRACE DECK WITH A MOBILE CRANE. CONTRACTOR TO FIELD
BULKHEAD FROM THE UNLOADING AREA (AS SHOWN) TO THE
SECTION 05 59 13.01 26 TO TRANSFER THE DRAFT TUBE
1. SUBMIT DRAFT TUBE BULKHEAD HANDLING PLAN UNDER
NOTES:
POWER PLANT ELEVATIONS MR-OPN84E101
1261.5 TO 1266.5
DRAFT TUBE DECK EL MR2-81E45.7
TITLE.DRAWING NO.
REFRENCES:
POWERHOUSE
GANTRY CRANE
DRAFT TUBE
DECK EL 1266.0
DRAFT TUBE
TAIL WATER
AREA APPROXIMATE EL 1272.0
CONTRACTOR UNLOADING
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
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
IN
T
A K
E G
A T
E
G-111
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
E V
E N R
M
IL
E S P .E
/1
/1
F R
F
G -1
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
IN
T
A K
E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
P H
O T
O S
IN
T
A K
E D
E C
K
ASSEMBLY LOCATION
INTAKE GATE
RESERVOIR
HIGHWAY
F R
F -5 -0 /2
NOT TO SCALE
INTAKE DECK PLAN VIEW
W
F
R
OF THE INTAKE STRUCTURE
RUNS THE FULL LENGTH
INTAKE CRANE
BRIDGE FOR VEHICLE ACCESS
CONTRACTOR TO FIELD VERIFY WIDTH OF
INTAKE BRIDGE APPROXIMATELY 20' WIDE
ELEVATION AT INTAKE STRUCTURE EL. 1400
ELEVATION AT HIGHWAY EL. 1395
INTAKE BRIDGE EL. VARIES.
CLEARANCES OF POTENTIAL MOBILE CRANE USE
VERIFY WIDTH AND LENGTH FOR
CONTRACTOR TO FIELD
INTAKE STRUCTURE EL. 1400 FT
REFERENCE DRAWINGS:
LOADS DEFINED IN REFERENCE DRAWING MR2-61E980.1.
3. LOADING OF THE INTAKE BRIDGE IS NOT TO EXCEED THE
05 59 13.01 26 FOR REQUIREMENTS.
ASSEMBLY LOCATION AT FT RANDALL. SEE SECTION
2. TEMPORARY SCAFFOLDING MAY BE REQUIRED IN THE
05 59 13.01 26.
1. SUBMIT INTAKE GATE HANDLING PLAN UNDER SECTION
NOTES:
MR2-61E 980.1
MR76-66E2.1
MR-OPN64E107
MR-OPN64E106
MR-OPN64E105
MR-OPN64E104
MR-OPN64E103
MR-OPN64E102
MR-OPN64E101
SERVICE BRIDGE GENERAL PLAN
FT RANDALL RESERVIOR OUTLET WORKS -
SHOP SPACE 9-10 HOIST DETAILS
OUTLET WORKS - INTAKE STRUCTURE PAINT
THRU GALLERY FACING DOWNSTREAM
INTAKE STRUCTURE LONGITUDINAL SECTION
THRU GALLERY FACING UPSTREAM
INTAKE STRUCTURE LONGITUDINAL SECTION
INTAKE GANTRY DECK PLAN EL 1400.0
EL 1385.0
INTAKE STRUCTURE OPERATING DECK PLAN
ELEVATIONS
INTAKE STRUCTURE DOWNSTREAM & EAST
ELEVATIONS
INTAKE STRUCTURE UPSTREAM & WEST
POWER PLANT ELEVATIONS
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
®of Engineers
US Army Corps
GENERAL STRUCTURAL NOTES
FOR INSTRUCTIONS TO CONTRACTOR.
SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS
CONTROL DIMENSIONS CHART
DRAFT TUBE BULKHEAD
FLOW LOAD
P
FRP - DTB - 1
CONTROL DIMENSIONS
17'-5 1/2"
S-002
SURFACE OF GUIDE SHOE
OUTSIDE SURFACE TO OUTSIDE
17'-4 5/8"
16'-2 3/8"
16'-9"
S-401
OF END WEB
OUTSIDE TO OUTSIDE
16'-5 9/16"
S-003
BEARING BAR SURFACES
COPLANAR
S-003
TOLERANCES
PARALLEL & PERPENDICULAR
CENTER OF J BULB SEAL
EL 1208.25
BOTTOM OF SLOT
EL 1191.70
(137,000 CFS)
UNUSUAL EL 1246.50
(160,000 CFS)
EXTREME EL 1249.00
S-401
SKIN PL HEIGHT
OUTSIDE TO OUTSIDE OF
(56,000 CFS)
USUAL EL 1240.70
11'- 4 1/2"
VERTICALVERT
UPSTREAMU/S
ULTRASONIC TESTINGUT
TYPICALTYP
SYMMETRICALSYMM
RADIUSR
PLACESPLCS
PLATEPL
ON CENTEROC
NOT TO SCALENTS
MAXIMUMMAX
HORIZONTALHORIZ
GRADEGRD
FLANGEFLG
FRACTURE CRITICAL MEMBERFCM
ELEVATIONEL
DOWNSTREAMD/S
DIAMETERØ
CENTERLINECL
COMPLETE JOINT PENETRATIONCJP
BETWEEN CENTERSBC
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ABBREVIATIONS
CLARITY AND/OR MAY NOT BE TO SCALE.
6.1 SOME COMPONENTS AND FEATURES ARE OMITTED FOR
6.0 GENERAL NOTES FOR ALL SHEETS
+-0.00005X.XXXX
+-0.0005X.XXX
+-0.005X.XX
+-0.02X.X
+-0.1X
TOLERANCEDIMENSION
5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
5.1.3 MONMILLED ENDS AND MEMBER LENGTH OVER 30 FT: +-1/8”
+-1/16”
5.1.2 NONMILLED ENDS AND MENBER LENGTH OF 30 FT OR LESS:
5.1.1 BOTH ENDS MILLED: +-1/32”
5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
5.0 TOLERANCES, UNLESS OTHERWISE NOTED
4.3 GUIDE SHOES AND DOG SEATS.
4.2 LIFTING HOOK
TESTING PURPOSES.
FRACTURE CRITICAL MEMBER (FCM) FOR FABRICATION AND
4.1 ALL FAILURE CRITICAL MEMBERS WILL BE TREATED AS A
4.0 FRACTURE CRITICAL MEMBERS (FCM)
NUMBER OF BULKHEADS.
FOR 1 BULKHEAD. SEE SPECIFICATIONS FOR REQUIRED
3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE
3.0 QUANTITY
STEEL STRUCTURES
2.3 ETL 1110 - 2 - 584 (30 APRIL 2014) DESIGN OF HYDRALIC
2.2 AWS D1.5 - 2015
2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION
2.0 DESIGN STANDARDS
TESTING.
ARE IN TENSION FOR PURPOSES OF NONDESTRUCTIVE
1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS
NOTED OTHERWISE, WITHOUT GOVERNMENT APPROVAL.
1.14 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED, UNLESS
1.13 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.
SEE SECTION 05 59 13.01 26.
1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED.
NOTED OTHERWISE.
1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZES UNLESS
INCLUDING PAINT AND WELDS IS 22,000 LBS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD, NOT
WRAPPED.
ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE
REINFORCING FILLET WELD SIZE PER AWS D1.5. MATCH
SHOWN ON THE DRAWINGS, OR THE REQUIRED
1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE
UNLESS OTHERWISE NOTED.
EXTEND SLOTTED ACCESS HOLES 2" PAST WELD JOINT,
MAXIMUM 1,000 µ INCH FINISH, UNLESS OTHERWISE NOTED.
1.8 ALL WELD ACCESS HOLES ARE 2" RADII AND GROUND TO A
ACCORDING TO SECTION 09 97 02.13 26.
SURFACE PREPARATION AND COATING APPLICATION
CERTIFY ALL PAINTING CONTRACTORS ENGAGED IN
COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS.
SYSTEM 5-E-Z SHALL BE USED FOR ALL BULKHEAD
REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26.
1.7 CONFORM PAINTING FOR DRAFT TUBE BULKHEADS TO ALL
MACHINING.
IS THE RESULT OF SHEARING, FLAME CUTTING OR
OTHERWISE. A SHARP EDGE IS DEFINED AS ANY EDGE THAT
1.6 BREAK ALL SHARP EDGES TO A 1/16" RADII, UNLESS NOTED
PROVIDE FOR GOVERNMENT APPROVAL.
LIST TO THE FIRST PAGE OF THE SHOP DRAWINGS AND
SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS
TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH
CLOUDED FOR APPROVAL. PROVIDE ANY MISSING WELDS
REQUIRED TO BE IDENTIFIED ON THE SHOP DRAWINGS AND
ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND ARE
1.5 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS ARE
REQUIREMENTS AS STATED IN 05 59 13.01 26.
1.4 CONFORM ALL STRUCTURAL WELDING TO ALL
13.01 26.
FOR ADDITIONAL REQUIREMENTS, SEE SPECIFICATION 05 59
MEMBERS WHICH IS REQUIRED TO BE ASTM A709 F2 GRD 50.
ASTM A709 T2 GRD 50, EXCEPT FRACTURE CRITICAL
IN FABRICATION OF THE BULKHEADS ARE REQUIRED TO BE
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED
THE GOVERNMENT.
GOVERNMENT APPROVAL. COORDINATE FIELD EFFORT WITH
SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR
BEGINNING FABRICATION AND DOCUMENT ALL VARIANCES IN
AND PROPERLY OPERATING BULKHEAD GATES PRIOR TO
CONTROL DIMENSIONS ON A MINIMUM OF THREE EXISTING
THE ORIGINAL CONTRACT DRAWINGS. FIELD VERIFY ALL
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER
CERTIFIED FOR THE LIFE OF THE CONTRACT.
TIME OF BID. THE FABRICATOR IS REQUIRED TO BE
CERTIFIED WITH FRACTURE CRITICAL ENDORSEMENT (F) AT
BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE
CERTIFIED HYDRAULIC FABRICATOR (HYD) AT THE TIME OF
CERTIFIED BRIDGE FABRICATOR - INTERMEDIATE (IBR), OR
CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR),
CERTIFICATIONS; MAJOR BRIDGE FABRICATION (CBR),
CERTIFICATION PROGRAM WITH ONE OF THE FOLLOWING
1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY
1.0 STRUCTURAL STEEL
FLG PL HEIGHT S-002
BEARING SURFACE OF
TOP OF FLG PL TO
S-401
SKIN PL WIDTH
OUTSIDE TO OUTSIDE OF
0'- 8"
S-002
D/S FACE OF LIFTING HOOK
U/S FACE OF SKIN PLATE TO
16'-8 1/4"
S-003
OF BEARING BAR
INSIDE TO INSIDE
S-002
OF LIFTING HOOKS
OUTSIDE TO OUTSIDE
HOOK S-002
OUTSIDE FACE OF LIFTING
INSIDE FACE OF END WEB TO
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
R U
C T
U R
A L N
O T
E S
S-001
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -0
X X
X .d g n
F R
F -5 -0 /3
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
TAILWATER ELEVATIONS
2'-7 13/16"
AND GUIDE SHOE
GUIDE CHANNELS
CL OF EXISTING
(17'-6 1/2 ") INSIDE SURFACE TO INSIDE SURFACE OF EXISTING GUIDE CHANNELS
( 1/2 ")
(1 /1
(1 /2
GUIDE CHANNEL
OF EXISTING
INSIDE SURFACE
OF GUIDE SHOE
OUTSIDE SURFACE
LIFTING HOOK
/8
8" (CONTROL DIMENSION)
OF SKIN PL
D/S FACE
FLG PL, & SKIN PL
PL, END FLG PL,
TOP OF END WEB
& GUIDE SHOE
HOOK, DOG SEAT,
CL OF LIFTING
EL 1191.70
SLOT BOTTOM SILL
BEARING BAR
U/S SURFACE OF
/1
C
L O
F T
O P J S
E A
L S B
U L
B T
O B
E A
R
IN
G S
U R
F A
C E O
F B
O T
T O
M F
L G P
L
2" 2'- 5/8 "
9 1/2 "1'-3 1/8 "
/8 O
U T S
ID
E T
O O
U T S
ID
E O
F S
K
IN
P
L
C O
N T
R O
L D
IM
E N
S
IO
N
17'-5 1/2 " OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSION)
(16'-6") CL TO CL OF SIDE J SEAL'S BULB
(1 /8
(1 /8
(3 1/8 ")
(2 7/8 ") (2 1/2 ")
SEAL BAR
EXISTING
SURFACE OF
OF SKIN PL
SURFACE
BOTTOM
J SEAL'S BULB
CL OF TOP
PL, & TIE PL
FLG PL, END FLG
U/S SURFACE OF
/1
T
O P O
F F
L G P
L T
O B
E A
R
IN
G S
U R
F A
C E O
F F
L G P
L
C O
N T
R O
L D
IM
E N
S
IO
N
11'-4 1/2 " OUTSIDE TO OUTSIDE OF LIFTING HOOKS (CONTROL DIMENSION)
SLOT
BULKHEAD
OF EXISTING
SURFACE
SEE SHEET S-502
DOG SEAT,
SEE SHEET S-502
GUIDE SHOE,
SEE SHEET S-502
GUIDE SHOE,
SEE S-502
LIFTING HOOK FCM
SLOT
BULKHEAD
EXISTING
2'- 7 13/16" (CONTROL DIMENSION)
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
SCALE: 3/4" = 1'- 0"
ELEVATION
B
SCALE: 3/4" = 1'- 0"
PLAN - BULKHEAD IN SLOT
C
SECTION
SCALE: 3/4" = 1'- 0"
S-401
S-003
ABOUT CL
SYMM
SCALE: 1 1/2" = 1'- 0"
D
ELEVATION - LOOKING D/S
SECTION
N
F L
O W
F L
O W
FLOWFLOW
2. EXISTING CONCRETE OMITTED FOR CLARITY.
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
S
M
IL
E S P .E
A N
S
S E
M B
L Y A
L
IG
N M
E N
T
S-002
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
/1
/1
F R
F S -0
X X
X X .d g n
F R
F -5 -0 /4
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
C
S-002
B
S-002
A
S-002
A
A
S-002
/1
TYP 4 PLCS
GUIDE SHOE,
90°
90° 90°
90°
OF SKIN PL
D/S SURFACE
OF END WEB PL
OUTSIDE SURFACE
BAR
BEARING
BEARING BAR
SURFACE OF
BEARING
OF END WEB PL
OUTSIDE SURFACE
OF SKIN PL
D/S SURFACE
END FLG PL
FLG PL
END
& DOG SEAT
OF GUIDE SHOE
U/S SURFACE
OF DOG SEAT
BEARING SURFACE
DIMENSION)
(CONTROL
1'-3 15/16 "
16'-8 1/4 " INSIDE TO INSIDE OF BEARING BAR (CONTROL DIMENSION)
& TIE PL
PL, FLG PL,
OF END FLG
U/S SURFACE
& END WEB
END FLG PL, SKIN PL,
TOP OF FLG PL,
END FLG PL
FLG PL &
SURFACE OF
BEARING
DRAIN HOLE DETAILS
SEE S-502 FOR
NOTE 3
HOLE SEE
TYP DRAIN
FLG PL
END
F
0.125 G
2 SURFACES
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
®of Engineers
US Army Corps
D
A C
D
0.125 C
B
0.125 A
TYP 2 PLCS
0.125 B
0.125 E
0.03 F
2 SURFACES
SYMMCL
SYMMCL
C
ELEVATION - END
SECTION
SCALE: 3" = 1'- 0"
0.062F
TYP 3 PLCS
S-002
D7
SECTION - BEARING BAR SURFACE
ABOUT CL
SYMM
G
E
SCALE: 6" = 1'- 0"
SECTION - DOG SEAT COPLANAR
ELEVATION - LOOKING D/S
THROUGH THE TENSION FLANGE.
THROUGH THE SKIN PLATE. THE BOTTOM DRAIN HOLES WILL BE
FLANGES JUST ABOVE THE WEB. THE TOP DRAIN HOLES WILL BE
THE TOP AND BOTTOM DRAIN HOLES WILL BE LOCATED ON THE
3. Ø 4" DRAIN HOLE, TYP 4 PLCS FOR 5 INTERNAL WEB PLATES.
HARDWARE NOT SHOWN.
2. FOR CLARITY SEAL, SEAL BAR, SEAL RETAINING BAR, AND
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
N
DD
E
0.125 A B
F L
O W
FLOW
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
D A
N D T
O L E
R A
N C
E
G E
O M
E T
R
IC
D
IM
E N
S
IO
N
IN
G
S-003
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -0
X X
X X .d g n
F R
F -5 -0 /5
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
B
S-003
C
S-003
D
S-003
D
S-003
E
S-003
S-003
4 SPCS @ 1'- 8" = 6'-8"
/4
/4
/2
/2
/8
/8
/2
/2
1'-8" TYP
1'-8" 3'-4" TYP 3'-4 5/16 "
9 1/2 "
2'- 5/8 "
OF SKIN PL
SURFACE
BOTTOM
BEARING BAR
SURFACE OF
OUTSIDE
/8
2"
SEE SHEET S-502
DOG SEAT
/8
OF SKIN PL
D/S SURFACE
SYMM ABOUT CL
/8
/4
STIFFENER PL TYP
6" X 3/8"
/2
OF SKIN PL
OUTSIDE SURFACE
/8
(3'-8 5/16 ")
SEE SHEET S-502
GUIDE SHOE
(8'-6 1/8 ") OUTSIDE OF BEARING BAR TO CL
EL 1191.70
SURFACE
AT SEALING
WATER PASSAGE
BOTTOM OF
OF BEARING BAR
U/S SURFACE
BEARING BAR
U/S SURFACE OF
PL, & TIE PL
FLG PL, END FLG
U/S SURFACE OF
/8 O
U T S
ID
E T
O O
U T S
ID
E O
F S
K
IN
P
L
C O
N T
R O
L D
IM
E N
S
IO
N
17'-4 5/8 " OUTSIDE TO OUTSIDE OF SKIN PL (CONTROL DIMENSION)
16'-9" OUTSIDE TO OUTSIDE OF END WEB (CONTROL DIMENSION)
2'-6 9/16 " 2'-5 15/16 "3'-4" 1'-8 1/2 "
1'-8 5/16 "
PL
SKIN
5/8"
/1
C O
N T
R O
L D
IM
E N
S
IO
N
FLG PL
SURFACE OF
BEARING
(10'-0") CL TO CL OF LIFTING HOOK PICK POINTS
SEAT
GUIDE SHOE, & DOG
CL LIFTING HOOK,
& SKIN PL
END FLG PL,
END WEB PL,
TOP OF
SEE NOTE 3
4" Ø DRAIN HOLE,
HOLES
DRAIN
CL OF
PICK POINT & DIAPHRAGM PL
CL OF LIFTING HOOK
PICK POINT & DIAPHRAGM PL
CL OF LIFTING HOOK
SKIN PL
FACE OF
PL, TYP
3/8" WEB
TYP
STIFFENER PL
6" X 3/8" PL, TYP
DIAPHRAGM
3/8"
PL 3/8", TYP
DIAPHRAGM
PL, TYP
1/2" X 4" TIE
FLG PL, TYP
1/2" X 9" END
PL, TYP
1/2" X 9" FLG
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
®of Engineers
US Army Corps
1/4
1/4
TYP
ELEVATION
SECTION
ABOUT CL
SYMM
SCALE: 3/4" = 1'- 0"
MIRRORED FOR CLARITY
S-002
E7 SECTION
TYP
CJP
TYP
CJP
DIAPHRAGMS
ALL
TYP
HALF ELEVATION / HALF SECTION
FLOW
F L
O W
FLOW
1/4
1/4
N
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
S
M
IL
E S P .E
A N
S
C T
IO
N A
N D E
L E
V A
T
IO
N
S-401
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
/1
/1
F R
F S -4
X X
X X .d g n
F R
F -5 -0 /6
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
ON TOP AND BOTTOM.
3. PROVIDE ALL DRAIN HOLES WITH MINIMUM 1/8" RADIUS
2. CONTROL DIMENSIONS APPLY TO ALL BULKHEADS.
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
S-501
S-501
D
S-401
S-502
S-502
C
S-401
B
S-401
S-502
S-501
S-502
S-502
S-502
S-502
1/4" R BOTH SIDES TYP
/4
/1
/1
10 3/8 " 2"
/1
/1
/8
OF SKIN PL
OUTSIDE SURFACE
/8
/2
R 2" TYP
SPRING SHOE
BEYOND
STIFFENER PL
3/8" x 6"
DETAIL ON S-504
J SEAL, SEE
BEYOND
1/2" TIE PL
BEYOND
1/2" TIE PL
DETAIL ON SHEET S-502
GUIDE SHOE, SEE
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
HOLE TYP
ACCESS
2" R WELD
OF 5/8" SKIN PL
D/S SURFACE
OF SKIN PL
TOP SURFACE
14" X 1/2"
BOTTOM FLG PL
OF 5/8" SKIN PL
D/S SURFACE
END WEB PL 3/8"
BAR 3" X 1/2", SEE S-503
SEAL RETAINING
J SEAL'S BULB
CL OF TOP SURFACE
J SEAL'S BEARING
3" X 1/2", SEE S-503
SEAL RETAINING BAR
SEE S-503
SEAL BAR 3" X 1/2",
3" X 1/2", SEE S-503
SEAL RETAINING BAR
SEE S-503
SEAL BAR 3" X 1/2",
14" X 1/2" PL
BOTTOM FLG
/8
1/4 "
9"
2 1/8 "4 1/8 "
1 1/4 "
HOLE TYP
2" R WELD ACCESS
HOLE TYP
2" R WELD ACCESS
1/2 "
STIFFENER PL
3/8" X 6"
SEE S-504
SIDE J SEAL,
CL OF HOLE AND BOLT
WEB PL
OF 3/8"
SURFACE
BOTTOM
OF SKIN PL
SURFACE
BOTTOM
SEE S-502
LIFTING HOOK
END WEB PL 3/8"
FLG PL 9" X 1/2"
& END WEB PL
END FLG PL,
TOP OF FLG PL,
FLG PL 9" X 1/2"
& END WEB PL
END FLG PL,
TOP FLG PL,
1'-2 1/4 "
/8
/8
/2
/1
8"
FLG PL, & TIE PL
FLG PL, END
U/S SURFACE OF
ACCESS HOLES
FOR ALL WELD
WELDED JOINTS TYP
EXTENDED 2" PAST
WELD ACCESS HOLE
ACCESS HOLES
FOR ALL WELD
WELDED JOINTS TYP
EXTENDED 2" PAST
WELD ACCESS HOLE
D E
F L E
C T
IO
N /4 S
E
L
GUIDE SHOE, & DOG SEAT
CL OF LIFTING HOOK,
& END FLG PL
OF BOTTOM FLG PL
BEARING SURFACE
BOLT
CL OF
FLG PL, & END FLG PL
BEARING SURFACE OF
SEE S-503
SEAL BAR 3" X 1/2",
SEE S-504 (1/4" COMPRESSION)
RUBBER WEDGE SEAL,
BEARING SURFACES
5/8" SKIN PL
2" X 2"
BEARING BAR
9" X 1/2"
END FLG PL
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
DETAIL - BOTTOM SEAL
DETAIL - BOTTOM WEB PLATE
DETAIL - TOP WEB PLATE
DETAIL - END WEB PLATE
DETAIL - TOP SEAL
DETAIL - SIDE SEAL
FLOW
FLOW
F L
O W
S-401
F9
S-401
A9
S-401
G7
CJP
F L
O W
FLOW
FLOW
TYP
1/4
1/4
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
D S
H E
E T
D E
T A
IL
S-501
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
F R
F -5 -0 /7
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
1/4
1/4
1/4
1/4
TYP
1/4
1/4
ACCESS HOLES OR DRAIN HOLES.
3. TOP WEB, BOTTOM WEB, AND END WEBS DO NOT HAVE WELD
PROVIDE NYLON LOCK NUT.
WITH ASTM F594 NUT AND WASHER, 4” OC MAX SPACING.
2. Ø 5/8" ASTM F593 ALLOY 316 HEX HEAD COUNTERSUNK BOLT
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
TYP
1/4
1/4
TYP
1/4
1/4
TYP
CJP
S-501
S-501
S-501
S-504
/2
/2 " 2 /8
/1
END WEB
END WEB
4 1/4 "3 1/2 "
WEB PL 3/8"
3/8" WEB PL
3/8" END WEB PL
3/8" END WEB PL
WEB PL 3/8"
/2
/2
3 1/2 "
/2
1 1/2 "
5"
/1
/1
/2
TOP WEB
CL OF
AND GUIDE SHOE
CL OF LIFTING LUG
3/8" WEB PL
TIE PL
(D
O G S
E A
T O
N L
Y
9" X 1/2"
FLG PL
SKIN PL 5/8"
ACCESS HOLE
R 2" WELD
ACCESS HOLE
R 2" WELD
PL 3/8"
DIAPHRAGM
PL 3/8"
DIAPHRAGM
PL
SKIN
DIAPHRAGM PL 3/8"
DIAPHRAGM PL 3/8"
DIAPHRAGM PL
HOOK EYE AND
CL OF LIFTING
1/2 " (DOG SEAT ONLY)
ACCESS HOLES
R 2" WELD
1" R
1" R
2" R
1" R
1" R
/2
1/4" R EDGES
BEARING BAR
1/4" R EDGES
BEARING BAR
/2
END FLG PL
END FLG PL
WEB
SKIN PL
3 3/4 "
4 1/4 "
3/8" R
3 13/16 "
/1
3 13/16 "
/2
1/2 " 1/2 "
1/2 "
4 1/4 "
4 1/4 " 4"
1'-1 1/4 "
8 1/4 "
1"
/4
1 3/4" PL
WEB
SKIN PL
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
®of Engineers
US Army Corps
R 0R 0R 0R 0R 0R 0R 0R 0R 0R 0
SCALE: 3" = 1'- 0"
SEE NOTE 2
F L
O W
DETAIL - TYP WEB PL TO SKIN PL
DETAIL - TYP WEB PL TO FLANGE PL
DETAIL - TYP SKIN PL & FLANGE DRAIN HOLE
DETAIL - TYP TOP OF BEARING BAR
DETAIL - TYP BOTTOM OF BEARING BAR
CJP
DETAIL - TYP GUIDE SHOE & DOG SEAT
DETAIL - TYP LIFTING HOOK - FCM
S-401
B8
S-401
C9
S-401
E1
S-401
B1
S-401
F6
S-401
E6
S-401
E5
DETAIL - TYP GUIDE SHOE & DOG SEAT - FCM
1/4
1/4
1/4
1/4
1/4
1/4
1/4
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
D S
H E
E T
D E
T A
IL
S-502
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
F R
F -5 -0 /8
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
FLUSH
GRIND
CJP
SCALE: 3" = 1'- 0"
DETAIL - TYP SKIN PL & FLANGE DRAIN HOLE
FLUSH
GRIND
CJP
TYP
SEE NOTE 3
CJP
TYP
SEE NOTE 3
CJP
3. PROVIDE 1/4" REINFORCING FILLET ON LUG CJP WELDS.
DRAIN HOLE OPENING.
FLANGE. EXTEND GROOVE WELD A MINIMUM 1/2" PAST
2. JOINT IS BETWEEN WEB AND SKIN PLATE OR WEB AND
1. SEE STRUCTURAL NOTES ON SHEET S-001.
NOTES:
1/4
5"R
1 1 /2 "R
4" R
1" R
2"R
5/16
2505/16
S-502
S-502
1 1/2 "
1 1/2 "
1 1/2 "
1 1/2 "
1 1/2 "
1 1/2 "
/2
1 1/2 "
1 1/2 "
/2
/2
/2
/2
/2
3"
3"
1 1/2 "
/2
/2
TYP
CHAMFER
1/4"
16'- 5 3/4" 16'- 5 3/4"
16'- 5 3/4" 16'- 5 3/4"
/8
/8
1/2 " 1/2 "
1/2 "
1/2 "
/2
/2
TYP
1/4" CHAMFER
CHAMFER TYP
1/4"
CHAMFER TYP
1/4"
TYP
1/4" CHAMFER
TYP
1/4" CHAMFER
1/4" CHAMFER TYP
CHAMFER TYP
1/4"
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
H O
L E S
P A
C
IN
G
M A
X
L E S
P A
C
IN
G
M A
X
L E S
P A
C
IN
G
M A
X
L E S
P A
C
IN
G
M A
X
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
4" MAX OC HOLE SPACING
1 1/2 "
TYP
1/4" CHAMFER
TYP
1/4" CHAMFER
/2
/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
®of Engineers
US Army Corps
SCALE: 3" = 1'- 0"
TOP SEAL RETAINING BAR
SCALE: 3" = 1'- 0"
ONE REQUIRED AS SHOWN ONE OPPOSITE HAND
SIDE SEAL RETAINING BAR
SCALE: 3" = 1'- 0"
BOTTOM SEAL RETAINING BAR
SCALE: 6" = 1'- 0"
SCALE: 3" = 1'- 0"
TOP SEAL BAR
SCALE: 3" = 1'- 0"
ONE REQUIRED AS SHOWN ONE OPPOSITE HAND
SIDE SEAL BAR
SCALE: 3" = 1'- 0"
BOTTOM SEAL BAR
SCALE: 6" = 1'- 0"
RETAINING BAR
SIDE SEAL
SIDE SEAL BAR
SCALE: 6" = 1'- 0"
TOP SEAL BAR
SCALE: 6" = 1'- 0"
SCALE: 6" = 1'- 0"
RETAINING BAR
TOP SEAL
BOTTOM SEAL BAR
SCALE: 6" = 1'- 0"
11 BOTTOM SEAL
RETAINING BAR
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
D S
H E
E T
D E
T A
IL
S-503
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
F R
F -5 -0 /9
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
CONTERSUNK BOLT.
2. RETAINING BAR HOLES FOR Ø5/8”ASTM F593 ALLOY 316
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
S-503
S-503
S-503
S-503
S-503
S-503
8"
3 1/4 "
5 1/2 "
/2
(1
WEB PL 3/8"
3/4 "
BAR 4" X 1-1/2" X 8"
2 7/8 "
1-1/2" X 8"
BAR 4" X
5/8" SKIN PL
5"
/4
/1
/2
/2
5"
/4
1 3/4 "
4 1/8 "
2 5/8 " 1 1/2 "
R 7/8"
/2
/2
SEE NOTE 2
SEE NOTE 2
1 1/4 "
11/16 "
/1
1-1/2" X 8"
BAR 4" X
1-1/2" X 8"
BAR 4" X
1 1/2 "
SPRING CL
SYMM ABOUT
R
1'-9 1/4"
/1
11/16 "
DIAMETER
MATCH BOLT
DIAMETER
MATCH BOLT
/8 " 1 /2
4"
1 1/2 " TYP 1 3/8 " TYP
3"
SPRING
3" X 3/8"
5/8" SKIN PL
SPRING
3" X 3/8"
SPRING
3" X 3/8"
5/8" SKIN PL
/4
1'-0" MINIMUM, SEE NOTE 3
M
IN
IM
U M S
E E N
O T
E
M
IN
IM
U M S
E E N
O T
E
1'-0" MINIMUM, SEE NOTE 3
SPRING
3" R
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
®of Engineers
SYMM, ABOUT
SPRING
CL
CL
SYMM, ABOUT
SPRING
CL
CL
SCALE: 12" = 1'- 0"
DETAIL - J SEAL
MATERIAL: NATURAL RUBBER (SEE SPECIFICATIONS)
MATERIAL: NATURAL RUBBER (SEE SPECIFICATIONS)
DETAIL - RUBBER WEDGE SEAL
SCALE: 3" = 1'- 0"
ONE REQUIRED AS SHOWN ONE OPPOSITE HAND
DETAIL - J SEAL MOLDED CORNER - TOP
SCALE: 3" = 1'- 0"
ONE REQUIRED AS SHOWN ONE OPPOSITE HAND
DETAIL - J SEAL MOLDED CORNER - BOTTOM
S-501
E5 DETAIL - SPRING
DETAIL -
4" X 1-1/2" X 8" BAR
CJP
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
D R
A F
T T
U B
E B
U L
K H
E A
D
A N
S I
D S
H E
E T
D E
T A
IL
S-504
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
F R
F -5 -0 /2
A T
IE
R N
E Y
B F
E E
N E
Y
A
M U
E H
L E
C K P .E
U .S
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
HARDNESS OF 55 HRC.
5. SPRING MATERIAL IS ASTM A322 ALLOY 5160 WITH A MINIMUM
SECTION 05 56 09.00 26.
4. PROVIDE TOP AND SIDE SEALS WITH FLOURO-CARBON FILM PER
SPLICE.
3. MOLDED CORNER SEAL JOINTS ARE TO BE HOT VULCANIZED
WITH LOCK WASHER.
2. Ø3/4" ASTM F593 ALLOY 316 FLATHEAD COUNTERSUNK BOLT
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
SCALE: 3" = 1'- 0"
FOUR REQUIRED AS SHOWN
SPRING
S-504
S-504
S-504
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
SEE M-511
ROLLER CHAIN
HOISTING LUG FCM
SEE S-516
TYP 8 PLCS
GUIDE SHOE
SEE S-516
TYP 2 PLCS
BRACKET FCM
DOGGING
SEE S-518
LIFTING LUG FCM
FLG PL
WEB PL
TIE PL
VERTICAL
FLG PL FCM
BOTTOM
DIAPHRAGM PL
END PL
SKIN PL FCM
CONTROL DIMENSIONS
FOR INSTRUCTIONS TO CONTRACTOR.
SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS
CONTROL DIMENSIONS CHART
INTAKE GATE
S-519
TO D/S TRACK SURFACE
D/S FACE OF SKIN PL
FL
OW
FL
OW
LEAF
5'-4 3/8"
1'-3 3/4"
7'-6"
S-111
OF OUTER HOISTING LUGS
OUTSIDE FACE TO OUTSIDE FACE
4'-2"
TYPICALTYP
SYMMETRICALSYMM
NOT TO SCALENTS
VERTICALVERT
UPSTREAMU/S
PLACESPLCS
PLATESPLS
PLATEPL
ON CENTEROC
HORIZONATALHORIZ
FRACTURE CRITICAL MEMBERFCM
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
DIAPHRAGMDIA
CENTERLINECL
COMPLETE JOINT PENETRATIONCJP
CENTER OF GRAVITYCG
CENTER TO CENTERCC
ABBREVIATIONS
S-012
OF GUIDE SHOES
OUTSIDE TO OUTSIDE
0'-10 1/4"
0'-2 1/4"
2'-7 1/2"
13'-0 3/4"
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D L
O A
D D
IA
G R
A M
IS
O
M E
T R
IC
S
T R
U C
T U
R A
L N
O T
E S
IN
T
A K
E G
A T
E
S-011
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A K
E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -0
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
0'-8 3/4"
S-519
TO D/S INSIDE FACE GUIDE SHOE
U/S FACE OF D/S ROLLER FLANGE
S-411
OUTSIDE FACE OF HOISTING LUG
OUTSIDE EDGE OF GUIDE SHOE TO
S-411
CL OF HOISTING & LIFTING LUGS
D/S FACE OF SKIN PLATE TO
1'-4 7/8"11
S-411
BOTTOM FACE DOGGING BRACKET
BOTTOM FACE SKIN PLATE TO
16'-6"13
S-519
D/S FACE OF GUIDE SHOES
D/S FACE OF SEAL BACKING BAR
1'-9"15
0'-10 1/2"
S-111
OUTER HOISTING LUGS
INSIDE FACE TO INSIDE FACE OF
S-111
INNER HOISTING LUGS
INSIDE FACE TO INSIDE FACE OF
S-111
TO INSIDE FACE OF END PL
INSIDE FACE OF END PL
16 0'-7 1/2"
S-512
BOTTOM FACE OF ROLLER TRACK
BOTTOM FACE OF SKIN PLATE TO
S-013
TO OUTSIDE FACE OF GUIDE SHOE
OUTSIDE FACE SEAL BACKING BAR
X.XXXX +/- 0.00005
X.XXX +/- 0.0005
X.XX +/- 0.005
X.X +/- 0.02
X +/- 0.1
DIMENSION TOLERANCE
5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
5.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/- 1/8"
5.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/- 1/16"
5.1.1 BOTH ENDS MILLED: +/- 1/32"
5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
5.0 TOLERANCES UNLESS OTHERWISE NOTED.
A FRACTURE CRITICAL MEMBER (FCM) FOR FABRICATION AND TESTING PURPOSES.
4.1 FAILURE CRITICAL MEMBERS. ALL FAILURE CRITICAL MEMBERS WILL BE TREATED AS
4.0 FRACTURE CRITICAL MEMBERS (FCM)
SPECIFICATIONS FOR REQUIRED NUMBER OF GATES.
3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 GATE. SEE
3.0 QUANTITY
2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)
2.2 AWS D1.5 - 2015
2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION
2.0 DESIGN STANDARDS
PER AWS D1.6. FOR ALL BIMETALLIC WELDS.
1.19 FOR ALL BIMETALLIC WELDS, WELD PER AWS D1.6. 100% PT INSPECTION REQUIRED
1.18 ALL CJP BUTT JOINTS ARE TO BE GROUND FLUSH, UNLESS NOTED OTHERWISE.
PICK POINTS.
HOISTING LUGS FOR UPRIGHTING AND MOVING, SUBMIT ALL TEMPORARY LUGS AND
1.17 LIFTING LUGS ARE ONLY TO BE LOADED IN THE VERTICAL DIRECTION. UTILIZE
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 NONDESTRUCTUIVE 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,
RUBBER SEALS.
1.13 MATCH DRILL HOLES (I.E. 1" HOLE FOR 1" DIAMETER BOLT) AT ASSEMBLY FOR
26.
1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION 05 59 13.01
1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZE, UNLESS NOTED OTHERWISE.
WELDS: 86,000 LBS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH GATE LEAF, NOT INCLUDING PAINT AND
MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.
DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5.
1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE
JOINT, UNLESS OTHERWISE NOTED.
FINISH, UNLESS OTHERWISE NOTED. EXTEND COPED ACCESS HOLES 2" PAST WELD
1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM 1,000 µINCH
ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION PER 09 97 02.13 26.
EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING CONTRACTORS
SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL GATE COMPONENTS,
1.7 CONFORM PAINTING FOR INTAKE GATES TO ALL REQUIREMENTS STATED IN
OF ALL DRAIN HOLES TO A 1/8" RADII, UNLESS NOTED OTHERWISE.
1.6 BREAK ALL EDGES TO A 1/16" RADII, UNLESS NOTED OTHERWISE. BREAK ALL EDGES
APPROVAL.
PAGE OF THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT
SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST
THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH
DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED BY
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 BE
13.00 26 FOR CONNECTIONS.
1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN 05 59
05 59 13.00 26.
WHICH SHALL BE ASTM A709 F2 GRD 50. FOR REQUIREMENTS, SEE SPECIFICATION
GATES SHALL BE ASTM A709 T2 GRD 50, EXCEPT FRACTURE CRITICAL MEMBERS
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE
VARIANCES FOR GOVERNMENT APPROVAL.
SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED
DIMENSIONS OF TWO EXISTING GATES PRIOR TO BEGINNING FABRICATION AND
CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL
FOR THE LIFE OF THE CONTRACT.
CRITICAL ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED
BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE
- INTERMEDIATE (IBR), OR CERTIFIED HYDRAULIC FABRICATOR (HYD) AT THE TIME OF
CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR), CERTIFIED BRIDGE FABRICATOR
ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR BRIDGE FABRICATOR (CBR),
1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION PROGRAM WITH
1.0 STRUCTURAL STEEL
GENERAL STRUCTURAL NOTES:
F
F -5 -0 /1
14'-10 3/4"
S-111
LIFTING LUG SLOTS
CL TO CL OF
1'-2 1/2"
S-519
TO U/S INSIDE FACE GUIDE SHOE
D/S FACE OF U/S ROLLER FLANGE
1'-4 5/8"
EL 1252.48 (CENTER OF TOP SEAL)
FLOW
Q
INTAKE RESERVOIR ELEVATIONS
SCALE: NTS
UNUSUAL EL 1376.00
(SPILLWAY DESIGN FLOOD)
EXTREME EL 1379.30
(MAX NORMAL OPERATING POOL)
USUAL EL 1367.00
EL 1229.00 (BOTTOM OF SLOT)
SCALE: NTS
VIEW LOOKING UPSTREAM
INTAKE GATE ASSEMBLY
ISOMETRIC -
SCALE: NTS
VIEW LOOKING DOWNSTREAM
INTAKE GATE ASSEMBLY
ISOMETRIC -
S-511
D/S FACE LIFTING LUG SLOT
U/S FACE OF SKIN PL TO
S-519
TO U/S TRACK SURFACE
D/S TRACK SURFACE
S-013
TOLERANCES
PARALLEL & PERPENDICULAR
S-013
BEARING BAR SURFACES
COPLANAR
/4 B
O T
T O
M S
E A
L T
O C
L O
F T
O P S
E A
L B
U L
B
IN
C L
U D
E S /4 S
E A
L C
O M
P R
E S
S
IO
N
EL 1229.0
BOTTOM SEAL
/8 O
V E
R A
L L H
E
IG
H T (I
N C
L U
D E
S /4 S
E A
L C
O M
P R
E S
S
IO
N
E X
C L
U D
E S L
IF
T
IN
G L
U G
O V
E R
A L L H
E
IG
H T
/8
EL 1252.48
CL TOP SEAL
SYMM ABOUT CL
(4'-2") OUT TO OUT OF HOISTING LUG
SIDE SEAL
CL OF 11'-7" CL TO CL OF SIDE SEAL
LUG FCM
HOISTING
FCM
LIFTING LUG
GUIDE RAIL
CL OF (2
(1
(14'-11 5/8 ") INSIDE TO INSIDE OF EXISTING SLOT
SYMM ABOUT CL
(14'-10 1/2 ") OUT TO OUT OF GUIDE SHOES (CONTROL DIMENSION)
(2
(1
(2 13/16 ")
9/16 "
7/16 "
/4
/2
(3
/2
O U
T T
O O
U T O
F R
O L L E
R C
H A
IN
O
V E
R A
L L W
ID
T
H
10 13/16 "
11'- 7" CL TO CL OF SEAL
13'- 2" CL TO CL OF END PL
C O
M P
R E
S S
IO
N /4 S
E A
L
/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
®of Engineers
US Army Corps
D R
A W
IN
G N
O
FLOW
F L
SCALE: 1/2" = 1'- 0"
SLOT - DETAIL
SCALE: 1- 1/2" = 1'- 0"
F L
O W
SCALE: 1- 1/2" = 1'- 0"
PLAN - INTAKE GATE IN SLOT
ELEVATION - DOWNSTREAM
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
S E
M B
L Y A
L
IG
N M
E N
T
IN
T
A K
E G
A T
E
S-012
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -0
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
FOR CLARITY.
CHAIN, LIFTING LUG, AND SEALS FROM APPROPRIATE VIEWS
GATE IN THE SLOT. SUBSEQUENT SHEETS OMIT SLOT, ROLLER
3. THIS SHEET SHOWS FULL ASSEMBLY VIEWS OF THE INTAKE
2. CONTROL DIMENSIONS APPLY TO ALL INTAKE GATES.
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-011.
NOTES:
F R
F -5 -0 /1
SLOT OMITED FOR CLARITY
B
S-012
D
S-012
C
S-111
A
S-111
B
S-111
D
S-111
S-012
1'-5 1/4 "
/4
/4
1'-4 5/8 " (CONTROL DIMENSION)
FLANGE
OF D/S ROLLER
D/S SURFACE
OF SEAL BACKING BAR
OUTSIDE SURFACE
OF SKIN PL
D/S SURFACE
OF GUIDE SHOE
U/S INSIDE SURFACE
B
0.125 B
0.125 C
A
.0125 A BA
0.125 C
OF SKIN PL
D/S SURFACE
OF END WEB PL
OUTSIDE SURFACE
D
C
OF END WEB PL
OUTSIDE SURFACE
0.125 A
TYP 2 PLCS
TOP OF SKIN PL
OF SKIN PL
BOTTOM
ROLLER TRACK
OF U/S AND D/S
INSIDE FACE
HORIZ FLG PL
END FLG PL,
U/S SURFACE OF
E
90°
90°
90°
90°
13'-3 1/4 "
D
.125 A
2 SURFACES
.125 A
2 SURFACES
/4
.125 A
4 SURFACES
A
9 1/8 "
0.03 A
2 SURFACES
A
F L
O W
F L
O W
9 1/8 "
0.125 B
0.125 C
12'-2 1/4 "
/2
TRACK SURFACE
U/S ROLLER
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
3. TOLERANCES SHOWN APPLY TO ALL INTAKE GATES.
HARDWARE NOT SHOWN.
2. FOR CLARITY SEAL, SEAL BAR, SEAL RETAINING BAR, AND
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-011.
NOTES:
SCALE: 1/2" = 1'- 0"
B
ELEVATION
SCALE: 1/2" = 1'- 0"
A
SECTION
FLOW
PLAN
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D A
N D T
O L E
R A
N C
E
G E
O M
E T
R
IC
D
IM
E N
S
IO
N
IN
G
S-013
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -0
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
SCALE: 1" = 1'- 0"
F R
F -5 -0 /1
IN
T
A K
E G
A T
E
D
S-013
S-013
/2
6'-6 3/8 "
2 1/4 "
2 1/4 "
FLG PL 1 1/2"
1 1/2" SKIN PL FCM
1'-9 7/8 "
3'-10 1/8 "
ABOUT CL
SYMM
INSIDE FACE OF 1 1/4" END PL
INSIDE FACE TO INSIDE FACE OF END PL 13'- 3/4 " (CONTROL DIMENSION)
HOISTING LUG 2" FCM
STIFFENER PL 1 1/2"
/4
2" Ø DRAIN HOLE TYP
HOLE SEE S-511
18" WELD ACCESS 4" Ø DRAIN HOLE
12'-3"
SYMM ABOUT CL
4'- 1/2 "
CL OF LIFTING LUG
2'-4 1/2 "
FLG PL 1 1/2"
INSIDE FACE OF U/S ROLLER FLG
1 1/2" SKIN PL FCM
/4
2'- 1/2 "
HOISTING LUGS
CL OF LIFTING &
TOP WEB 1"
HOLE TYP
2" Ø DRAIN
HOISTING LUG 2" FCM
LIFTING LUG SLOT
8" X 8"
/8
/4
7'-6" CL TO CL OF LIFTING LUG SLOTS (CONTROL DIMENSION)
SYMM ABOUT CL
6'-6 3/8 "
5'- 1/8 "
FACE OF 1" DIAPHRAGM PLFACE OF 1 1/4" END PL
2'-6"
TIE PL
15 1/2" X 1 1/8" 1 1/2" FLG PL
1 1/2" SKIN PL FCM
INSIDE FACE TO INSIDE FACE OF END PL 13'- 3/4 " (CONTROL DIMENSION)
12'-2 1/4 "
OF SKIN PL
OUTSIDE EDGE
OF SKIN PL
OUTSIDE EDGE
HOLE TYP
4" Ø DRAIN
HOLE TYP
4" Ø DRAIN
2'-10 1/2 "
1'-4 7/8 "2'-7 5/8 " 2'-5 7/8 "
SYMM ABOUT CL
2'-6 1/8 " 2'-6"
STIFFENER
FACE OF 1"
TIE PL
15 1/2" X 1 1/2"
DIAPHRAGM PL
FACE OF 1"
1 1/2" SKIN PL FCM
INSIDE FACE TO INSIDE FACE OF END PL 13'- 3/4 " (CONTROL DIMENSION)
INSIDE FACE OF 1 1/4" END PL
1'-5 1/4 "
/2
SEE NOTE 4
TYP FLG BEND,
S E
E N
O T
E
/4
PL FCM
2 1/2" FLG
/8
TYP
ACCESS HOLE
18" Ø WELD
2" R TYP
SEE NOTE 6
HOLES TYP
2" R DRAIN
4'-2" (CONTROL DIMENSION)
/4
/4
DIMENSION)
(CONTROL
1'-9"
(CONTROL DIMENSION)
10 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
1 1/2" FLG PL
SYMM ABOUT CL
1 1/2" SKIN PL FCM
HOISTING LUG
CL OF
1" TOP WEB
LUG 2" FCM
HOISTING
2" R TYP
F9
SECTION
E9
D9
SECTION
S-012
B9
PLAN
F L
O W
F L
O W
SECTION TYP
F L
O W F L
SCALE: 1 1/2" = 1'- 0"
ENLARGED PLAN - HOISTING LUGS
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
P L
A N A
N D S
E C
T
IO
N S
IN
T
A K
E G
A T
E
S-111
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -1
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
3/8
3/8
TYP
3/8
3/8
TYP
3/8
SEE NOTE 3
TYP, CJP,
F R
F -5 -0 /1
WITH 18" DIAMETER WELD ACCESS HOLES.
WEB PL, SEE DETAILS 4 AND 5 ON S-511. ALIGN DRAIN HOLES
6. 2" DIAMETER DRAIN HOLES ARE LOCATED IN THE BOTTOM FCM
ANGLE PORTION OF FLANGE PLATE.
5. CENTER WELD ACCESS HOLES BETWEEN SKIN PLATE AND
MINIMUM BEND RADIUS FOR GIVEN PLATE THICKNESS.
WEBS CONNECTED TO FLANGE. IF BENT, DO NOT EXCEED
TOGETHER. IF WELDED, PROVIDE 2" WELD ACCESS HOLE IN
ACHIEVED BY EITHER BENDING OR CJP WELDING TWO PLATES
4. 100% UT TESTING REQUIRED. ANGLE IN FLANGE MAY BE
ON DOWNSTREAM END CORNER OF FLANGE.
3. GRIND UPSTREAM FACE FLUSH. PROVIDE 45 DEGREE 3/8" BEVEL
CLARITY.
2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-011.
NOTES:
A
S-411
B
S-411
E
S-111
S-519
S-515
S-515
S-513
/4 D /S T
R A
C K L
E N
G T
H
(CONTROL DIMENSION)
5'-4 3/8 "
/2
/2
(C
O N
T R
O L D
IM
E N
S
IO
N
3'-0"
/4
/4
/4
/4
/4
/4
/4
/4
/4
1'-3 3/4 " (CONTROL DIMENSION)
/2 S
K
IN
P
L H
E
IG
H T
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
1 1/4" END PL
TOP TRACK PL
1 3/8" X 11"
PL TYP 16 PLCS
15 1/2" X 1 1/8" TIE
TYP 8 PLCS
1" WEB PL
PL TYP 2 PLCS
25" X 1" DIAPHRAGM
PL TYP 14 PLCS
25 1/4"X1" DIAPHRAGM
1 1/2" SKIN PL FCM
PL TYP 2 PLCS
15 1/2" X 1 1/8" TIE
SEE S-111
1" TOP WEB
FCM SEE S-516
DOGGING BRACKET
SEE S-516
GUIDE SHOE
OF GUIDE SHOE
OUTSIDE EDGE
SEE S-516
GUIDE SHOE,
BASE OF
GUIDE SHOE
BASE OF
GUIDE SHOE
BASE OF
GUIDE SHOE
BASE OF
GUIDE SHOE
FCM SEE S-516
DOGGING BRACKET
DOGGING BRACKET FCM
BOTTOM SURFACE OF
SEE S-111
1" TOP WEB
TYP 8 PLCS
1" WEB PL
SKIN PL
SURFACE
BOTTOM
CL OF TOP SEAL
TOP OF SKIN PL
PL FCM
1 1/2" SKIN
FCM 3 PLCS
1 1/2" WEB PL
FLG PL FCM
2 1/2" X 18"
HOISTING LUG
CL OF
OF SKIN PL
D/S FACE
PL TYP 9 PLCS
1 1/2" X 12" FLG
ELEVATION/SECTION
SECTION SECTION
FLOWFLOW FLOW
END ELEVATION
CLARITY.
2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-011.
NOTES:
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D V
IE
W S
S E
C T
IO
N A
N D E
L E
V A
T
IO
N
IN
T
A K
E G
A T
E
S-411
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -4
X X
X X .d g n
F R
F -5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
TYP
3/8
3/8
3/8
3/8
TYP
3/8
C
S-411
D
S-411
S-511
S-513
S-511
S-515
S-513
S-512
S-512
1 & 2
S-519
S-511
S-512
S-511
S-512
/2
/4
3'-0"
1'-8 1/4 "
/4
(CONTROL DIMENSION)
10 1/4 "
/2
1'-2 1/4 " 1'-3" 6 3/4 "
/8
1'-6"
1'-2 1/4 "
/2
/8
/4
/2
5" -0"
+.005" 1/2"
8"
/2
1'-5" 11"
4 7/8 "
10 3/4 "
2'-3 7/8 "
3'-1 3/8 "
4"
1 3/4 "
1 1/2 "1 1/2 "
/4
/4
/4
8"
2" R TYP
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
1" WEB PL
1 1/2" X 12" FLG PL TYP
LUG SLOT
CL LIFTING
2" R TYP
PL TYP
STIFFENER
1 1/2"
2" Ø DRAINAGE HOLE
1" TOP WEB PL
4.518 ± .003"
ELEVATION AND PLAN, S-511
SEE LIFTING LUG SLOT
LUG AND LIFTING LUG SLOT
PROVIDE LC5 FIT BETWEEN LIFTING
1 1/2" SKIN PL FCM
FLG PL TYP
1 1/2" X 12"
TIE PL
1 1/8"
2" R TYP
PL FCM
1 1/2" SKIN
LUG FCM
2" HOISTING
HOLE TYP
ACCESS
18" WELD
1 1/2" X 12" FLG
CL LIFTING LUG SLOT
1" WEB PL
1 1/2" X 12" FLG
TOP TRACK PL
1 3/8" X 11"
1 1/4" END PL
1" TOP WEB PL
STIFFENER
6" X 1 1/2"
WEB PL
1" TOP
1 1/2" U/S FLG PL
2" R
STIFFENER TYP
8 1/4" X 1 1/2"
SLOT
LIFTING LUG
DIAPHRAGM PL
25 1/4" X 1"
15 1/2" X 1" TIE PL
15 1/2" X 1" TIE PL
1" TOP WEB PL
1" WEB PL
FLG PL TYP
1 1/2" X 12"
FLG PL TYP
1 1/2" X 12"
ABOUT CL
SYMM
1" X 10 1/2" PL
SEE NOTE 4, 5
Ø 4.518 ± .003"
SCALE: 1 1/2" = 1'- 0" SCALE: 1 1/2" = 1'- 0"
SCALE: 1 1/2" = 1'- 0"
S-411
F9
S-411
F4
S-411
F6
S-411
F9
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D S
H E
E T
D E
T A
IL
IN
T
A K
E G
A T
E
S-511
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
5/16
TYP
TYP
TYP
TYP
3/8
TYP
3/8
1/2
1/2
TYP
3/8
3/8
SECTION LIFTING LUG SLOT FCM
DETAIL LIFTING LUG SLOT FCM
SECTION HOISTING LUG FCM DETAIL HOISTING LUG FCM
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
F R
F -5 -0 /1
TYP
FLOW
FLOW
5/16
TYP
CJP, UT, TYP
CJP, UT, TYP
CJP, UT, TYP
CJP, UT, TYP
REQUIREMENTS OF A709 GRADE 50, SUFFIX F2.
SUPPLEMENTARY REQUIRMENT S4 MEETING TOUGHNESS
5. LIFTING LUG SLOT TO BE A668, CLASS D, GRADE X1
4. LINE BORE TO TOLERANCES AS SHOWN.
SHOWN IN DETAIL 1 AND 3 PER SECTION 05 59 13.01 26.
3. PROVIDE A MOCK-UP OF THE TOP CORNER ASSEMBLY AS
CLARITY.
2. SOME FEATURES AND COMPONENTS ARE OMITTED FOR
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-011.
NOTES:
SCALE: 1 1/2" = 1'- 0"
LIFTING LUG SLOT FCM - ELEVATION AND PLAN
S-513
S-515
S-519
3'-0"
3" 5
/2
1'-5 1/2 "
/2
/8
8"6"
/2
C O
N T
R O
L D
IM
E N
S
IO
N
3'-0"
6"
/8
1/2 " 2'-8"
/4
3"
/2
/2
3 3/8 "
/2
7"
2"
1" DIAPHRAGM PL
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
2" R TYP
PL TYP
1" STIFFENER
WEB PL 1 1/2"
FCM BOTTOM
PL 1 1/2"
FCM WEB
3" R
FCM, SEE NOTE 2
PL 1 1/2"
FCM WEB
PL FCM
1 1/2" SKIN
SEE NOTE 7
ACCESS HOLE
CL 18" Ø WELD
4" R TYP
HOLE
ACCESS
WELD
CL 18" Ø
SEE NOTE 8
2 1/2" X 18"
FCM FLG PL
4" R TYP
1'- 0"
R
5 1/2 " R
2" R TYP
TRACK, SEE S-515
U/S ROLLER
TRACK, SEE S-515
D/S ROLLER
TRACK, SEE NOTE 3
BOTTOM ROLLER
1 1/4" END PL
CL GUIDE SHOE
SEE S-515
D/S TRACK GUIDE, SEE S-515
U/S TRACK GUIDE,
TRACK, SEE NOTE 3
BOTTOM ROLLER
1 1/2" SKIN PL FCM
U/S ROLLER FLG PL 1 1/2"
SEE NOTE 3 & S-515
TRACK 4 1/2" x 1/2", BOTTOM ROLLER
SEE NOTE 3
BAR 4 1/2" x 1/2"
U/S ROLLER TRACK
SEE NOTE 3
BAR 3/4" x 1 1/4"
U/S TRACK GUIDE
SEE NOTE 3
BAR 3/4" x 7/8", BOTTOM TRACK GUIDE
FLG PL 1"
BOTTOM ROLLER
PL TYP
1" STIFFENER
PL TYP
1" STIFFENER
PL TYP
1" STIFFENER
PL 1 1/2"
FCM WEB
2" R TYP
4" R TYP
4" R TYP
WEB PL 1 1/2"
FCM BOTTOM
PL 1 1/2"
FCM WEB
1 1/4" END PL
SCALE: 1 1/2" = 1'- 0"S-411
B1
S-411
C5
TYP
ELEVATION BOTTOM ROLLER TRACK
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D S
H E
E T
D E
T A
IL
IN
T
A K
E G
A T
E
S-512
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A
K E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
D R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
SEE NOTE 4
CJP TYP,
TYP SECTION BOTTOM OF GATE
SCALE: 1 1/2" = 1'- 0"S-411
C4
SECTION BOTTOM OF GATE
5/16
TYP SEE NOTE 5
1/4
1/2
1/2
1/2
1/2
CJP, UT
CJP, UT
CJP, UT
SEE NOTE 5
TYP 4 PLCS
ELEVATION BOTTOM ROLLER TRACK
S-411
B10
3/8
3/8NOTE 4
SEE
TYP
TYP
1/2
1/2
CJP, UT
CJP, UT
TYP
3/8
3/8
TYP
3/8
3/8
TYP
3/8
3/8
TYP
3/8
3/8
TYP
1/2
1/2
UPSTREAM ROLLER TRACK - DETAIL
F R
F -5 -0 /1
FLOW
FLOW
FLOW FLOW
CJP, UT, TYP
CJP, UT, TYP
SEE NOTE 6
CJP, UT, TYP
ALONG ENTIRE LENGTH OF FLANGE.
8.PROVIDE CONTINUOUS 1/2" BEVEL AT CORNERS SHOWN
7. CENTER WELD ACCESS HOLE IN ANGLED WEB PLATE.
6. PROVIDE 3/8" REINFORCING FILLET.
5. WELD PER AWS D1.6. 100% PT INSPECTION PER AWS D1.6.
PLATE.
4. GRIND U/S TRACK SIDE FLUSH TO MATCH U/S ROLLER FLANGE
3. STAINLESS STEEL ASTM A 240 UNS S31603.
13.01 26.
BOTTOM MEMBER BELOW THIS ELEVATION PER SECTION 05 59
ELEVATION ARE FRACTURE CRITICAL. PROVIDE MOCK UP FOR
2. ALL WELDS TO SKIN PLATE, WEBS, AND FLANGE BELOW THIS
CLARITY.
1. SOME FEATURES AND COMPONENTS ARE OMITTED FOR
NOTES:
S-513
S-515
S-512
S-515
/8
/8
1"
4 5/8 "
/8
1 1/8 " 3" MAX OC SPACING
M A
X O
C S
P A
C
IN
G
/4
2 1/8 "
/8 " 1
5 3/4 "
/4
1"
4 5/8 "
/8
3" MAX OC SPACING
3" MAX OC SPACING
M A
X O
C S
P A
C
IN
G
M A
X O
C S
P A
C
IN
G 2 /8
2 1/8 "
/8
/4
3 1/8 "1 1/2 "
1 3/8 "
/4
/1
/4
3/8 "
/8
7/16 "
3 1/4 "
/8
9/16 "
/2
/4
/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
PL FCM
1 1/2" SKIN
PL FCM
1 1/2" SKIN
PL FCM
1 1/2" SKIN
1 1/2" SKIN PL FCM
SEE S-518
BACKING BAR
TOP SEAL
1" TOP WEB PL
CL OF SEAL
SYMM ABOUT
TOP SEAL ASSY
SEE S-518
RETAINING BAR
BOLT, SEE NOTE 3, 5, 6
3/8" Ø HEX HEAD COUNTERSUNK
SEE NOTE 7
SEE S-514
TOP SEAL
1 1/2" SKIN PL FCM
SEE S-518
RETAINER BAR
SEE S-518
BACKING BAR
SIDE SEAL
CL OF SEAL
SYMM ABOUT
SIDE SEAL ASSYSEE NOTE 7
SEE S-514
SIDE SEAL
SEE S-518
BOTTOM BACKING BAR,
5 1/2" X 1 3/4"
SEE S-518
BOTTOM RETAINING BAR,
5 1/4" X 1 3/8"
SEE S-514
WEDGE SEAL,
4" R
PL FCM
1 1/2" SKIN
WEB PL FCM
1 1/2" BOTTOM
S-111
B7
S-111
F7
S-411
C3
S-511
F4
SCALE: 6"= 1'- 0"
SCALE: 6" = 1'- 0"
BOTTOM CORNER SEAL
SCALE: 6" = 1'- 0"
TOP CORNER SEAL
SCALE: 6" = 1'- 0"
SIDE SEAL DETAIL
TOP SEAL DETAIL
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D S
H E
E T
D E
T A
IL
IN
T
A K
E G
A T
E
S-513
P O
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
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
A F
T T
U B
E B
U L
K H
E A
D A
N D
M
IS
S O
U R I
R
IV
E R S
O U
T H D
A K
O T
A
F O
R T R
A N
D A
L L D
A M
W F
R
E V
E N R
M
IL
E S P .E
/1
/1
F R
F S -5
X X
X X .d g n
F R
F -5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B S
T O
L T P .E
U .S
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
A7
SCALE: 6" = 1'- 0"
BOTTOM SEAL DETAIL
IN
T
A K
E E
M E
R G
E N
C Y S
E R
V
IC
E G
A T
E S
3/8
SEE NOTE 4
3/8
3/8
TYP
3/8
3/8
TYP
1/4
PER SECTION 05 56 09.00 26.
7. PROVIDE TOP AND SIDE SEALS WITH FLUORO-CARBON FILM
ALLOY GROUP 2 UNS S31600.
6. SEAL BOLTS TO BE HEX HEAD COUNTERSUNK ASTM F593
SKIN PLATE.
5. DRILL AND TAP SEAL BACKING PLATES. DO NOT DRILL INTO THE
4. SEAL WELD ENDS WITH A 5/16" GROOVE WELD GROUND FLUSH.
13.01 23.
SHAFT WITH FLUOROPOLYMER COATING PER SECTION 05 59
THREADS WITH THREADLOCKER. COAT SEAL BOLT HEAD AND
BOLTS PER SECTION 05 59 13.01 23. COAT ENTIRE BOLT
3. PROVIDE THREADLOCKER AND THREAD SEALANT FOR SEAL
SEALS BEFORE PAINTING.
MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER
2. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE
1. SOME FEATURES & COMPONENTS ARE OMITTED FOR CLARITY.
NOTES:
/8
/8
1"
4 5/8 "
/8
11/16 " 3" MAX OC SPACING
M A
X O
C S
P A
C
IN
G
/2
5 5/8 " 7/16 " 7/16 "
3/8 "1 1/2" SKIN PL
BAR
SIDE BACKING
6 1/2" X 3 1/8"
BAR
BOTTOM BACKING
5 1/2' X 1 3/4"
PL FCM
1 1/2" SKIN
5 5/8 "
/8
9/16 "
/1
7/8" R
3/8" R
3/8" R
7/8" R
M A
X
IM
U M S
E E N
O T
E
18" MAXIMUM, SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
/4
3/8 "
/8
SIDE BACKING BAR
6 1/2" X 3 1/8" 6 1/16 " 7/16 "
BOTTOM BACKING BAR
5 1/2' X 1 3/4"
PL FCM
1 1/2" SKIN
/2
1 3/8 "
SIDE BACKING BAR
6 1/2" X 3 1/8"
SIDE BACKING BAR
6 1/2" X 3 1/8"
WEB PL
1 1/2" BOTTOM
PL FCM
1 1/2" SKIN
5 5/8 "
/1
9/16 "
3/8" R
7/8" R
M A
X
IM
U M S
E E N
O T
E
18" MAXIMUM, SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
9/32" R
/1
5 5/8 "
/4
9/16 "
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
3/8" R
7/8" R
SEE NOTE 5
9/32" R
S-111
B7
SCALE: 6" = 1'- 0"
SCALE: 6" = 1'- 0"
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D S
H E
E T
D E
T A
IL
IN
T
A K
E G
A T
E
S-514
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .