A22 - DRAFT - PLAN_SET_REF-2025-05-20-LD20 Tainer Gate.pdf
PDF 14 MB Posted
- Attached to
- Lock and Dam 21 Tainter Gate Fabrication - Sources Sought/Request for Information Federal contract opportunity
- Solicitation number
- W912EK25B0016LD21
About this file
These draft engineering drawings detail the fabrication specifications for submergible Tainter gates for Lock and Dam 21, located near Quincy, Illinois, on the Mississippi River. The comprehensive set of 62 mechanical and structural engineering drawings provide precise technical details for manufacturing two tainter gates, each approximately 20 feet high and 64 feet long, with an estimated gate weight of 189,000 pounds. The drawings cover comprehensive design elements including skin plates, web assemblies, trunnion arms, end shields, seals, hoists, and various mechanical components, with detailed specifications for materials (primarily ASTM A709 Grade 50 steel), welding requirements, and dimensional tolerances.
The drawings are part of a pre-solicitation sources sought notice (Solicitation Number W912EK25B0016LD21) issued by the US Army Corps of Engineers Rock Island District, seeking qualified fabricators for the project. The government is considering using an Invitation for Bid with NAICS code 332312 and a size standard of 500 employees. Interested contractors must demonstrate experience with hydraulic steel structure fabrication, potentially hold specific fabrication certifications, and be capable of meeting strict technical and welding standards. Capability statements were due by June 13, 2025, with the goal of determining potential small business set-aside opportunities for this infrastructure rehabilitation project.
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| File | Type | Posted |
|---|---|---|
| A22- W912EK25B0016 - SAM.GOV.pdf | ||
| A22 - DRAFT - SPEC_SET_REF-2025-05-20-LD20 Tainer Gate.pdf |
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FINAL SUBMITTALDS: .dscriptPD: H:\2016\100-RCE-16-021C -Dam 21 Submergible Tainter Gate\CADD\Standards\pltcfg\048_SW Coffee Station-Xerox WorkCentre 7535.pltcfg2:54:55 PM 12/12/2018
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SOLICITATION NO.:
CONTRACT NO.:
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MISSISSIPPI RIVER BASIN
ROCK ISLAND DISTRICT
LOCK AND DAM NO. 21
QUINCY, IL
TAINTER GATE FABRICATION
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G-0011 COVER SHEET
LOWER INTERIOR DIAPHRAGM DETAILSS-51429
MIDDLE INTERIOR DIAPHRAGM DETAILSS-51328
UPPER INTERIOR DIAPHRAGM DETAILSS-51227
INTERIOR DIAPHRAGMSS-51126
SKIN PLATE RIBSS-50425
DOWNSTREAM SKIN PLATE AND SKIN PLATE DETAILSS-50324
UPSTREAM SKIN PLATES-50223
SKIN PLATE ASSEMBLYS-50122
SECTION AT LOWER TRUNNION ARMS-30521
SECTION AT UPPER TRUNNION ARMS-30420
EXTERIOR DIAPHRAGM SECTIONS-30319
INTERIOR DIAPHRAGM SECTIONS-30218
TRUNNION ARM SECTIONS-30117
END ELEVATIONS-20316
DOWNSTREAM ELEVATIONS-20215
UPSTREAM ELEVATIONS-20114
CONTROL DIMENSIONS II S-10713
CONTROL DIMENSIONS IS-10612
LAYOUT DIMENSIONSS-10511
PLANS-10410
DOWNSTREAM ISOMETRIC - SKIN PLATE REMOVEDS-1039
DOWNSTREAM ISOMETRICS-1028
UPSTREAM ISOMETRICS-1017
TAINTER GATE DESIGN DATA IIS-0036
TAINTER GATE DESIGN DATA IS-0025
STRUCTURAL NOTESS-0014
STRUCTURAL
DELIVERY LOCATION PLANG-0033
INDEX OF DRAWINGSG-0022
GENERAL
TITLE OF DRAWINGSDWG. NO.SHEET NO.
INDEX OF DRAWINGS
SLIDE BLOCKM-54162
SEAL ASSEMBLY DETAILS IIM-53261
SEAL ASSEMBLY DETAILS IM-53160
HOIST ATTACHMENT DETAILM-52159
TRUNNION PINM-51458
TRUNNION YOKEM-51357
TRUNNION BUSHING DETAILSM-51256
TRUNNION YOKE DETAILSM-51155
TRUNNION ASSEMBLYM-51054
END ELEVATIONM-20153
UPSTREAM ISOMETRICM-10152
VENT PIPE DETAILSS-57451
LIFTING EYE DETAILSS-57350
LADDER DETAILS S-57249
CHAIN GUIDE DETAILS S-57148
END PLATES IIIS-56447
END PLATES IIS-56346
END PLATES IS-56245
END SHIELD PLATESS-56144
END SHIELD DETAILS IIS-55343
END SHIELD DETAILS IS-55242
END SHIELD ASSEMBLYS-55141
LOWER END DIAPHRAGM DETAILSS-54240
LOWER END DIAPHRAGM ASSEMBLYS-54139
GATE POSITION INDICATORS-53438
TRUNNION ARM DETAILSS-53337
UPPER AND LOWER ARMSS-53236
TRUNNION ARM ASSEMBLYS-53135
WEB DETAILSS-52534
LOWER WEB ASSEMBLYS-52433
MIDDLE WEB ASSEMBLYS-52332
UPPER WEB ASSEMBLYS-52231
GIRDER WEBSS-52130
TITLE OF DRAWINGSDWG. NO.SHEET NO.
INDEX OF DRAWINGS
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PRIOR TO SHIPPING
CONFIRM WITH GOVERNMENT
DELIVERY LOCATION???
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SCALE: NTS
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END OF ALL WELDED
WRAP WELD AROUND
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1. 100% OF ALL WELDS SHALL BE VISUALLY INSPECTED ANO APPROVED BY THE CONTRACTING
OFFICER PRIOR TO PRIMING.
2. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY THE
3. ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TESTED IN ACCORDANCE WITH AWS D1.5
SUBSECTION 12.1. THE TESTING SHALL BE DONE AS EARLY AS POSSIBLE IN THE PROJECT TO
ASSURE THE QUALITY OF THE PROCEDURE AND PROCESS.
4.
5. MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON:
6. ULTRASONIC TESTING SHALL BE PERFORMED ON:
7.
CODE AND RECORD INDICATIONS.
8.
FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB SITE.
-100% OF ALL FILLET WELDS.
-100% OF ALL CJP WELDS.
TYP WRAP WELD DETAIL
SCALE: NO SCALE
CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER, ALL TESTS SHALL BE PERFORMED IN THE
TRUNNION YOKES, TRUNNION PINS, TRUNNION BUSHINGS, AND LIFTING ATTATCHMENT
SHALL BE ULTRASONICALLY TESTED ACCORDING TO ASTM A788, WITH APPLICATION
OF BACK REFLECTION WILL RESULT IN REJECTION OF THE PART. UT ALL WELDS TO
THE GATE HOIST ATTACHMENT SHALL BE TESTED WITH STRAIGHT BEAM UT ACCORDING
TO ASTM A609 ACCEPTANCE CRITERIA PER SECTION 10.2.1, LEVEL 1.
OF SUPPLEMTARY REQUIREMENT S20 LEVEL BR, ANY DISCONTINUITY CAUSING A TOTAL LOSS
TESTING REQUIREMENTS:
SKIN PLATES
- 10% OF BUTT WELDS IN REMAINDER OF
WITHIN 18 INCHES OF WEB PLATES
-100% OF BUTT WELDS IN SKIN PLATES
ASSEMBLIES
ARM ASSEMBLIES AND END SHIELD
-100% OF BUTT WELDS IN WEB PLATES, TRUNNION
RADIOGRAPHIC TESTING SHALL BE PERFORMED ON:
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ACCEPTANCE CRITERIA.
ALL WELDS ON NON-FCM SHALL MEET AWS D1.5 TABLE 6.4, CLASS C REQUIREMENTS FOR 17.
REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON FRACTURE CRITTCAL MEMBERS SHALL MEET AWS D1.5 TABLE 6.3, CLASS C 16.
SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHALL REQUIRE A REPEATING OF THE HEAT TREATMENT, ANY REPEATING OF THE HEAT TREATMENT
ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER STRESS RELIEVING, 15.
ON THIS DRAWING.
ALL FILLET WELDS SHALL BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE. SEE TYPICAL DETAIL 14.
WELDING AND FABRICATION TECHNIQUES.
TO HEAT INPUT FROM COMPLETE JOINT PENETRATIONS WELDS AND SHALL BE ADDRESSED THROUGH
ACHIEVE THESE TOLERANCES. EXTRA ATTENTION SHALL BE GIVEN TO DISTORTIONS WHICH ARISE DUE
AND SHOWN ON THE PLANS, THE FABRICATOR SHALL PERFORM WELD PROCEDURES IN A MANNER TO
FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE SPECIFICATIONS 13.
E70XX ELECTRODES SHALL BE USED FOR ALL WELDS. 12.
SMOOTH PRIOR TO PAINTING.
SHALL BE CLEARLY BE IDENTIFIED IN THE SHOP DRAWINGS. ALL FILLED HOLES SHALL BE FINISHED
APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, ALL HOLES TO BE FILLED
MATERIAL THAT IS EQUAL TO "BELZONA 1111" PRIOR TO PAINTING. THIS FILLER MATERIAL SHALL BE
THAT WOULD ALLOW WATER TO PASS THROUGH THE GATE SHALL BE FILLED WITH AN APPROVED
ALL WELD ACCESS HOLES AND OTHER GAPS THAT CREATE AN OPENING IN THE UPSTREAM SURFACE 11.
SHOWN OTHERWISE.
WRAPPED WITH ADJACENT FILLET. WELD ACCESS HOLES SHALL BE AT LEAST 1.5 INCHES UNLESS
INTENDED AND SHAPED IN ACCORDANCE WITH THE LATEST EDITTON OF AISC. ALL WELDS SHALL BE
SIZED SUFFICIENTLY TO PERMIT THE WRAPPING OF ALL WELDS UTILIZING THE SAME WELD PROCESS
WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS, THEY SHALL BE 10.
MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.
CODE AWS D1.5, NO FILLET WELDS SHALL BE SMALLER THAN 1/4", FILLET WELDS SHALL ALSO NOT BE
ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED IN 9.
COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5 (LATEST EDITION).
AND CLOUDED ON THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. ALL SPLICES SHALL BE
ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY SHOWN 8.
THE DIRECTION OF STRESS FLOW.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING SHALL BE PERFORMED PARALLEL TO 7.
CODE (AWS D1.5) LATEST EDITION.
ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING
UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) WELDS IN 6.
WELD CALLED FOR ON THE DRAWINGS SHALL BE EFFECTIVE LENGTH.
THE SHOP DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS. LENGTH OF 5.
THE CONTRACTING OFFICER.
RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF
WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE 4.
REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC WITH 3.
SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED, DETAILED WELDING INFORMATION SHALL BE
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND 2.
THE PROVISIONS OF THE SPECIFICATIONS.
SHALL CONFORM TO THE AMERICAN WELDING SOCIETY BRIDGE WELDING CODE (AWS D1.5) AND TO
ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE
ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE 1.
TAINTER GATE WELDING NOTES:
BE TREATED AS FRACTURE CRITICAL ELEMENTS.
WHERE A DETAIL VIEW IS NOTED AS FRACTURE CRITICAL ALL ELEMENTS SHOWN IN THAT VIEW SHALL 3.
BE DESIGNATED AS FRACTURE CRITICAL WELDS.
ASTM A709, GRADE 50, F2 MATERIAL AND ALL WELDS MADE TO FRACTURE CRITICAL MEMBERS SHALL
STRUCTURAL STEEL MEMBERS DESIGNATED AS FRACTURE CRITICAL SHALL BE FABRICATED FROM 2.
LIFTING EYESD.
CHAIN HOIST ATTACHMENTSC.
LOWER END DIAPHRAGMSB.
TRUNNION ARMSA.
THE FOLLOWING MEMBERS HAVE BEEN DESIGNATED FRACTURE CRITICAL.1.
FRACTURE CRITICAL MEMBERS:
SEE SPECIFICATIONS FOR ADDITIONAL TOLERANCE REQUIREMENTS.3.
SEE DRAWINGS S-106 AND S-107 FOR CONTROL DIMENSIONS AND TOLERANCES.2.
GATE CROSS-SECTION.
SEE DRAWING S-104 FOR PLAN DIMENSIONS AND DRAWING S-105 FOR LAYOUT DIMENSIONS FOR THE 1.
DIMENSIONAL TOLERANCES:
SPECIFICATIONS.
LUBRICATING MATERIAL. THIS INCLUDES WHEN ON AND OFF LOADING THE GATES. SEE
EXTREME CARE MUST BE TAKEN WHEN HANDLING THE TRUNNION BUSHINGS WITH THE SELF 28.
ESTIMATED GATE WEIGHT= 189,000 LBS.27.
LIFTING HOLES ON THE TAINTER GATE.
ATTACHMENTS ARE USED, THE FABRICATOR SHALL USE THE INTENDED SIZE SHACKLE FOR ALL
THE FABRICATOR SHALL USE A SPREADER BEAM ANY TIME THE TAINTER GATE LIFTING 26.
CORRESPONDING RFI NUMBER.
INFORMATION (RFI), AND IF APPROVED, CLOUDED ON THE SHOP DRAWINGS WITH THE
REQUESTED FOR APPROVAL BY THE CONTRACTING OFFICER THROUGH A REQUEST FOR
ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR SHALL BE 25.
WIDTHS, THE LARGER OF THE PLATES SHALL HAVE A BEVELED SLOPE OF H:V OR 4:1 OR GREATER.
UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR 24.
AND PAINT, WHICH SHALL BE DISPLAYED AS SHOWN ON SHEET S-551.
THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS 23.
ALL COUNTER SUNK BOLTS SHALL BE ASTM F3125 GRADE A449 HEX DRIVE FLAT SOCKET SCREWS.22.
ACCORDANCE WITH THE SPECIFICATIONS.
FAYING SURFACES SHALL BE COATED WITH ZINC-RICH PRIMER PRIOR TO ASSEMBLY IN 21.
WITH SPECIFICATION 05 59 13 AND SUBMIT TO CONTRACTING OFFICER FOR APPROVAL.
FABRICATION SHOP DRAWINGS. THE FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND SHALL NOT BE USED AS DETAILED 20.
ALL BOLTED CONNECTIONS SHALL BE PAINTED.19.
RE-TENSIONED BY MATCH MARKING AND ROTATING THE NUT ONE-SIXTH (1/6) TURN.
THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, ALL BOLTS SHALL BE 18.
SHALL BE REMOVED.
AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED SURFACES
ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING FACE. 17.
UNLESS OTHERWISE SHOWN.
ALL WASHERS SHALL BE ASTM F436 PLATE HARDENED WASHERS FOR ALL BOLTED CONNECTIONS, 16.
OTHERWISE SHOWN.
ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN DIAMETER AND GROUND SMOOTH UNLESS 15.
INCHES.
All HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO 14.
ATTENTION OF THE CONTRACTING OFFICER DURING PREPARATION OF SHOP DRAWINGS.
THE DETAIL SHEETS. ANY DISCREPANCIES IN THE DIMENSIONS SHOULD BE BROUGHT TO THE
DIMENSIONS ON THE DIMENSION CONTROL DRAWINGS HAVE PRECEDENCE OVER DIMENSIONS ON
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL DIMENSIONS. 13.
SPECIFICATIONS. ALL WELDS SHALL BE CLEANED AND INSPECTED PRIOR TO PAINTING.
SPECIFICATIONS. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN THE
SURFACES AND CORROSION RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE
ALL EXPOSED STRUCTURAL STEEL, OF THE GATE AND APPURTENANCES, EXCEPT MACHINED 12.
QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN RECORDS OF THE
THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE 11.
FOR WELD PREPARATIONS, MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.
DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE MADE 10.
REQUIRED TO MEET DIMENSIONAL REQUIREMENTS.
WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION. MACHINING MAY BE
BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND THE AMERICAN
9. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL
"SURFACE TEXTURE".
SURFACE FINISHES SHALL CONFORM TO THE MOST CURRENT ANSI STANDARD 646.1 CODE FOR 8.
PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK BEING FURNISHED.
WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN 7.
IS ON THE OUTSIDE OF THE GATE AND THE SPLINED END IS ON THE INSIDE.
PRIMED, AND PAINTED. ALL ASTM F3148 BOLTS SHALL BE ORIENTED SUCH THAT THE ROUNDED HEAD
THE SHEAR PLANES. ALL DRILLED HOLES FOR BEARING TYPE CONNECTIONS SHALL BE PREPPED, CONNECTIONS SHALL BE FULLY PRETENSIONED CONNECTIONS WITH THREADS EXCLUDED FROM
UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM F3148, AND ALL STRUCTURAL 6.
A673, USE (P) FREQUENCY OF TESTING.
USED WHEN APPLYING REQUIREMENTS IN SECTION 10.2, SAMPLE AND TEST ACCORDING TO ASTM
DRAWINGS AS 'FRACTURE CRITICAL' OR 'FCM'. IMPACT TESTING TEMPERATURE ZONE 2 SHALL BE
MATERIAL; TOUGHNESS TESTING AND MARKING) SHALL APPLY TO ALL PARTS IDENTIFIED IN THESE
LOW ALLOY" GRADE 50. THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE-CRITICAL, F, EXCEPT WHERE NOTED OTHERWISE, STRUCTURAL STEEL SHALL BE ASTM A709 "HIGH STRENGTH
ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 5.
EACH GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-551.4.
DIMENSIONS FOR APPROVAL BY THE GOVERNMENT BEFORE START OF FABRICATION.
RECOMMENDED DIMENSIONAL CHANGES TO THE GATE (IF ANY) TO ACCOMMODATE THE FIELD
INCLUDING THE LOCATION OF THE TRUNNION PINS. THE CONTRACTOR SHALL PROVIDE
GOVERNMENT THE SURVEYED DIMENSIONS OF THE BAY INTO WHICH THE GATE WILL BE INSTALLED, PRIOR TO COMMENCING FABRICATION OF A GATE, THE CONTRACTOR SHALL REQUEST FROM THE 3.
FABRICATION.
ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER SO THAT ALL
ALL DEFICIENCIES, INACCURACIES, OMISSIONS, ANO INTERFERENCES RELATED TO FABRICATION 2.
REFLECT THE TOTAL NUMBER OF PARTS FOR EACH GATE AS NOTED.
END FRAMES ON EITHER END, WHICH ARE CONNECTED TO A TRUNNION YOKE EACH. QUANTITIES
PLATES CONNECTED TO HORIZONTAL WEBS AND VERTICAL DIAPHRAGMS, THAT SPAN BETWEEN THE
THE SPECIFICATIONS. THE GATE ASSEMBLY IS COMPRISED OF UPSTREAM AND DOWNSTREAM SKIN
ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH
THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE TAINTER GATE 1.
GENERAL TAINTER GATE NOTES:
b5ecdmjf
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
UPSTREAM SKIN NET
DOWNSTREAM SKIN INTERIOR
SKIN NET
UPSTREAM
EL 472
EL 459.5
EL 450 EL 450
EL 472
EL 450 EL 450
EL 472
EL 450 EL 450
EL 470
EL 460
EL 450
EL 476
EL 476
Ry
Rx
SKIN INTERIOR
DOWNSTREAM
DOWNSTREAM
SKIN EXTERIOR
UPSTREAM SKIN
SKIN
UPSTREAM
IMPACT
Rchain
C H
A
IN
P
R E S S
U R
E
SKIN NET
UPSTREAM
SKIN INTERIOR
DOWNSTREAM
C H
A
IN
P
R E S S
U R
E
SKIN NET
UPSTREAM
SKIN INTERIOR
DOWNSTREAM
C H
A
IN
P
R E S S
U R
E
SKIN NET
UPSTREAM
SKIN INTERIOR
DOWNSTREAM
C H
A
IN
P
R E S S
U R
E
Ry
Rx
Rchain
UPSTREAM SKIN NET
DOWNSTREAM SKIN INTERIOR
EL 472
EL 459.5
EL 476
DOWNSTREAM
SKIN EXTERIOR
Ry
Rx
UPSTREAM SKIN NET
DOWNSTREAM SKIN INTERIOR
EL 459.5
EL 476
DOWNSTREAM
SKIN EXTERIOR
Ry
Rx
UPSTREAM SKIN NET
DOWNSTREAM SKIN INTERIOR
EL 476
DOWNSTREAM
SKIN EXTERIOR
Ry
Rx
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
GRAVITY
DEAD,
TRUNNION FRICTION TRUNNION FRICTION
FRI
CTIO
N
SEAL
FRI
CTIO
N
SEAL
F R
IC
T
IO
N
S E
F R
IC
T
IO
N
S E
TRUNNION FRICTION TRUNNION FRICTION
EL 476
Ry
Rx
UPSTREAM SKIN
SKIN
UPSTREAM
.75 IMPACT
EL 476
Ry
Rx
UPSTREAM SKIN
SKIN
UPSTREAM
EL 476
Ry
Rx
UPSTREAM SKIN
SKIN
UPSTREAM
C H
A
IN
P
R E S
S U
R E
Rchain Rchain
CHAIN TENSION
CHAIN TENSION
C H
A
IN
P
R E S
S U
R E
C H
A
IN
P
R E S
S U
R E
C H
A
IN
P
R E S
S U
R E
POSITION -8
LC 1a, 1b AS SHOWN
LC 2a, 2b AS SHOWN
LC 1a, 1b WITHOUT IMPACT
LC 2a, 2b AS SHOWN
LC 3a, 3b WITHOUT IMPACT
LC 3c AS SHOWN
LC 4a, 4b SAME AS 3a, 3b WITH Ft AND Fs REVERSED
LC 4c SAME AS 3c WITH Ft AND Fs REVERSED
LC 5 AS SHOWN
(CHAIN PRESSURE DOUBLED
COMPARED TO LC's 3 & 4) LC 6a, 6b AS SHOWN
LC 3a, 3b AS SHOWN
LC 3c AS SHOWN
LC 4a, 4b SAME AS 3a, 3b WITH Ft AND Fs REVERSED
LC 4c SAME AS 3c WITH Ft AND Fs REVERSED
LC 5 AS SHOWN
(CHAIN PRESSURE DOUBLED
COMPARED TO LC's 3 & 4)
LC 6a, 6b AS SHOWN
Rjam
Rjam
POSITION +0
EL 462 EL 462 EL 462 EL 462
EL 472 EL 472 EL 470
Rchain Rchain
NOTES:
1. GATE WAS DESIGNED BY THE ASD METHOD IN ACCORDANCE WITH
ETL1110-2-584 FOR SUBMERGIBLE TAINTER GATES. ALL LOAD
FACTORS WERE 1.0 UON.
2. FOR LOAD CASES WITH 'a' AND 'b' VARIATIONS, THE 'a' CASE APPLIES
0.9 TIMES THE DEAD LOAD AND NO GRAVITY (ICE AND SILT) LOADS,
AND THE 'b' CASE APPLIES THE FULL DEAD AND GRAVITY LOADS.
3. LOAD CASES 5 AND 6 ASSUME THAT THE COVER PLATES ON THE ARMS
4.
JAM REACTION AND 30 PERCENT ON THE OTHER SIDE.
OF 1100 KIPS IS SPLIT WITH 70 PERCENT APPLIED ON THE SIDE WITH THE
THE GATE ONLY AND THE CHAIN FORCE DUE TO MAXIMUM MOTOR TORQUE
FOR LOAD CASE 6, THE JAM REACTION Rjam OCCURS ON ONE SIDE OF
AND END SHIELDS ARE IN PLACE AND CONTRIBUTE TO THE CAPACITY.
EL 460
B T
W
IT
C H
E L
S-002
R O
U S
E
C
W
IL
L C
M R
G -0
.d g n
C
W
IL
L C
O X
DESIGN DATA I
NTS
E
S
IG
N D
A T
A I
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
0.4H
0.4H
= 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
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S
IZ
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
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K E
D B
Y
D R
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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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
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A T
S
45705
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LI
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HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
UPSTREAM SKIN NET
DOWNSTREAM SKIN INTERIOR
SKIN NET
UPSTREAM
EL 470
EL 460
EL 460
EL 450
EL 476
EL 476
Ry
Rx
SKIN INTERIOR
DOWNSTREAM
DOWNSTREAM
SKIN EXTERIOR
UPSTREAM SKIN NET
SKIN NET
UPSTREAM
Rchain
C H
A
IN
P
R E S
S U
R E
Ry
Rx
Rchain
GRAVITY
DEAD,
C H
A
IN
P
R E
S S
U R
E
LC 7 AS SHOWN
SEISMIC ACC: 0.055g
EL 465
EL 470
SEISMIC
WATER
INTERIOR
GATE &
SEISMIC
UPSTREAM
DOWNSTREAM SEISMIC
SEISMIC
GATE
SEISMIC
INT WTR
GRAVITY
DEAD,
SEISMIC
UPSTREAM
POSITION -5
POSITION +5
SEISMIC
DOWNSTREAM
x_max
LC 7 AS SHOWN
SEISMIC ACC: 0.055g
LATERAL SEISMIC
LONGITUDINAL SEISMIC
CHECK BIAXIAL COMBINATIONS:
1) 100% LONGITUDINAL + 30% LATERAL
2) 30% LONGITUDINAL + 100% LATERAL
LC 7 AS SHOWN
SEISMIC ACC: 0.055g
POSITION -5, POSITION +5
EL 455
B T
W
IT
C H
E L
S-003
R O
U S
E
C
W
IL
L C
M R
G -0
.d g n
C
W
IL
L C
O
NTS
DESIGN DATA II
D E
S
IG
N D
A T
A I I
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
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C Y
IL
L
IN
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IS
D A
M
S
U B
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R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
END PLATES
END SHIELD
CONNECTION
BOLTED TRUNNION
LOWER TRUNNION ARM
UPPER TRUNNION ARM
W14x193, TYP
END SHIELD
PL 5/8
SKIN PLATE
UPSTREAM
ACCESS HATCH
TRUNNION ARM STRUTS
TEMPORARY BOLTED LIFTING EYE
INDICATOR
GATE POSITION
SEAL ASSEMBLY
TRUNNION YOKE
TRUNNION PIN
HOIST CHAIN CONNECTION
S O
L
IC
IT
A T
IO
N N
O
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S
IG
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D B
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R
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M A
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D B
Y
D A
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O
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D B
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IS
S
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E
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
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S S
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P
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S-101
W
IL
L C
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G -0
.d g n
U P
S T
R E
A M I S
O M
E T
R
IC
UPSTREAM ISOMETRIC
SCALE: 1/4" = 1'-0"
0 4' 8'2'
V .R
O U
S E
D S
T E
N S
B Y
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
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B E
R
Q U
IN
C Y
IL
L
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O
IS
D A
M
S
U B
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R G
IB
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A
IN
T E
R G
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T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
PL 1/2
SKIN PLATE
DOWNSTREAM
END PLATES
CHAIN GUIDE
ACCESS HATCH
GATE POSITION INDICATOR
TRUNNION YOKE
TRUNNION PIN
CHAIN HOIST CONNECTION
SEAL ASSEMBLY
SLIDE BLOCKS
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
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N
A
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O
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K E
D B
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D R
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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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
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A T
S
45705
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HCODRUM RE
H
P
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S I
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C
R E
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NI
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TC
U R
T S
B T
W
IT
C H
E L
S-102
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
DOWNSTREAM ISOMETRIC
D O
W N
S T
R E
A M I S
O M
E T
R
IC
C
W
IL
L C
O X
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
TRUNNION YOKE
LOWER WEB PL 1/2
TOP WEB PL 1/2
MIDDLE WEB PL 3/8
(TYP 7 EACH SIDE)
END PLATES PL 1/2
W14 X 193
UPPER TRUNNION ARM
W14 X 193
LOWER TRUNNION ARM
HATCH COVER, TYP
END SHIELD WEBS PL 1/2
OUTER END SHIELD PL 1/2
(6) L8 X 4 x 1/2
UPSTREAM RIBS, TYP
(3) L6 x 4 x 3/8
DOWNSTREAM RIBS, TYP
WEB GUSSET PLATE PL 1/2, TYP (24)
INNER END SHIELD PL 1/2
END SHIELD SKIN PLATE PL 1/2
S-571-A5
CHAIN GUIDE
S-525-A6
SCREEN, TYP (5)
TRASH
LADDER
S-572-A1
TYP (4) PL 3/8
DIAPHRAGMS,
INTERIOR
LIFTING EYE, TYP (4)
TEMPORARY BOLTED
S-573-A1
S-534-A1
INDICATOR
POSITION
GATE
S-551-A4
IDENTIFICATION PLATE
S-574-A1
VENT PIPE
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
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N
A
M A
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S
IZ
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S U
B M
IT
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D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-103
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
O
W N
S T
R E
A M I S
O M
E T
R
IC
S K
IN
P
L A
T E R
E M
O V
E D
DOWNSTREAM ISOMETRIC - SKIN PLATE REMOVED
C
W
IL
L C
O X
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
(INSIDE FACE OF END PLATES)
60'-0"
(INSIDE FACE OF TRUNNION ARMS)
60'-1"
(T R
U N
N
IO
N C
L T
O I
N S
ID
E F
A C
E O
F U
P S
T R
E A
M S
K
IN
P
L A
T E
MIN 63'-7 7/8" MAX 63'-9 11/16"
SEAL TO SEAL W/ 1/8" PRECOMPRESSION
63'-5" TO END OF SKIN PLATE
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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N
A
M A
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S
IZ
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S U
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D B
Y
D A
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C O
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R A
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O
C H
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K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
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A T
S
45705
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HCODRUM RE
H
P
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S I
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NI
GNE LARU
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IT
C H
E L
S-104
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
A1
SCALE: 3/8" = 1'-0"
PLAN
P
A N
DOWNSTREAM
UPSTREAM
C
W
IL
L C
O X
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
S-302
A1
S-301
A1
S-303 b5ecdmjf
/8
.5
US RADIUS = 32'-6" @ INSIDE SKIN PLATE
END SHIELD RADIUS = 30'-0" INSIDE SKIN PLATE
'-9 /8
SEE TABLE
(INSIDE OF DS SKIN PLATE)
DS CURVE
18'-0"
9/
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
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NI
HSAW F
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A T
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C L
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W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-105
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
SCALE: 1/2" = 1'-0"
0 2' 4'1'
PT1
PT3
PT5
PT7
PT8
PT9
PT10
PT11
PT12
PT13
PT14
PT15
W L
W L
W L
W L
WL5
0.00328.98PT15
23.88315.61 PT14
47.97302.63 PT13
72.36290.22 PT12
97.17278.66 PT11
122.51268.35 PT10
148.47259.70 PT9
175.07253.32 PT8
202.22250.02 PT7
215.90249.80 PT6
229.54250.85 PT5
242.93253.62 PT4
255.60258.72 PT3
266.36267.34 PT2
272.24279.26 PT1
YXPT
PT2
PT4
PT6
R1 = 0°
R2 = 1
7°
R3 2.
5°
R 4.
R
.5
C
W
IL
L C
O X
ORIGIN AT TRUNNION AXIS
A1
DS CURVE
LAYOUT DIMENSIONS
L A
Y O
U T D
IM
E N
S
IO
N S
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
REFERENCE DATUM
TOLERANCE (IN INCHES)
TOLERANCE SYMBOL
IN
S
ID
E S
K
IN
P
L A
T E
INSIDE SKIN PLATE
INSIDE SKIN PLATE
AT TOP OF END SHIELDS
END OF SKIN PLATE, TYP
INSIDE FACE OF TRUNNION YOKE
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-106
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
A1
SCALE: 3/8" = 1'-0"
W
IL
L C
O X
C O
N T
R O
L D
IM
E N
S
IO
N S I
CONTROL DIMENSIONS I
PLAN
UPSTREAM ELEVATION
TOLERANCE KEY:
PERPENDICULARITY: ORIENTATION TYPE TOLERANCE ZONE WITH A SURFACE WHICH IS EXACTLY AT 90 DEGREES WITH RESPECT TO A DATUM AXIS.
FLATNESS: FORM TYPE TOLERANCE ZONE AS DEFINED BY TWO PARALLEL PLANES WITHIN WHICH THE ENTIRE SURFACE MUST LIE.
CONCENTRICITY: LOCATION TYPE TOLERANCE ZONE WHOSE AXIS COINCIDES WITH THE DATUM AXIS.
POSITION LOCATION TYPE TOLERANCE ZONE AS APPLIED WITH COAXIALITY.
PARALLELISM ORIENTATION TYPE TOLERANCE ZONE WITH A CYLINDRICAL SHAPE.
DIMENSION TOLERANCE SYMBOLOGY (BASED ON ASME Y14.5-2009)
DIMENSION
TAINTER GATE CONTROL DIMENSIONS
B (FACE OF YOKE)
A
END ELEVATION
60'-0"
63'-5"
63'-5"
63'-5"
32'-6"
32'-6"
32'-6"
32'-6"
32'-6"
32'-6"
DESIGN VALUE MEASURED VALUE
AT BOTTOM OF SKIN PLATE
AT UPPER ARM
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
A
SYMBOL
0.005 A
A
A
MEASURED VALUES
0.010 B
0.003
0.005 A
YOKE
BORE OF
BORES
TRUNNION CL
SEE DRAWING S-107 FOR NOTES
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
± 3/16"
TOLERANCE
0.005 A
0.005
0.010 B
0.005
0.005
0.005
0.010
0.003
0.005
TOLERANCE
b5ecdmjf
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
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E
NI
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TC
U R
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B T
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IT
C H
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S-107
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
W
IL
L C
O X
C O
N T
R O
L D
IM
E N
S
IO
N S I I
CONTROL DIMENSIONS II
0 4' 8'2'
DIMENSION
CLTRUNNION @ INSIDE FACE
CLTRUNNION @ INSIDE FACE
TAINTER GATE CONTROL DIMENSIONS
MEASURED VALUE
± 1/8
± 1/8
± 1/8
± 1/8
± 1/8
± 1/8
TOLERANCE
EDGE DS SKIN PLATE @ LOWER ARM
EDGE D
S S
KIN
PLATE
UPP
ER A
RM
CL
CL
TOP
CORNER
OF E
ND
SHI
ELD
68'-3 9/16"
65'-1 9/16"
65'-11 13/16"
68'-3 9/16"
65'-1 9/16"
65'-11 13/16"
DESIGN VALUE
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
GATE SEALS, LIFTING ATTACHMENT , AND HOIST CHAIN GUIDE NOT SHOWN FOR CLARITY.17.
TO VERIFY THE TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION SHEETS.
THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE METHODS OF MEASUREMENT WHERE FEASIBLE 16.
DISPLACEMENT OF THE TRUNNIONS ALONG THIS AXIS SHALL BE AS GIVEN IN THE TABLE OF CONTROL DIMENSIONS.
THE TRUNNION BARREL CENTERLINE AXES SHALL BE COLINEAR AS SHOWN AND THE TOLERANCE ON LATERAL 15.
EACH GATE.
PARALLELISM, AND TO ACHIEVE AN AXIS CONCENTRICITY AS SPECIFIED BETWEEN BOTH TRUNNION BARREL BORES ON
THE ALIGNMENT OF THE TRUNNION BARREL BORES SHALL BE CONTROLLED TO MAINTAIN COAXIALITY BY POSITION, 14.
RESPECT TO THE BARREL END FACES.
THE TRUNNION BARREL BORES SHALL BE DIMENSIONALLY CONTROLLED TO MAINTAIN PERPENDICULARITY WITH 13.
INSTALLATION OF THE TRUNNION BUSHINGS.
THE FLATNESS OF THE TRUNNION BARREL END FACES SHALL BE CONTROLLED TO PROVIDE UNIFORM SURFACES FOR 12.
SURFACES ARE EQUIDISTANT.
WITH RESPECT TO EACH ADJACENT OR COMMON SURFACE TO THE TOLERANCES SHOWN TO ENSURE THE BARREL END
THE COMMON PLANAR SURFACES OF THE TAINTER GATE TRUNNION BARRELS SHALL HAVE PARALLELISM MAINTAINED 11.
VARIATION FROM VERTICAL.
THE END DIAPHRAGM PLATES AND END FRAMES SHALL BE STRAIGHT FROM TOP TO BOTTOM WITH NO MORE THAN 1/4” 10.
MORE THAN 1/4”.
THE SURFACE OF THE DOWNSTREAM SKIN PLATE SHALL NOT VARY FROM THE SURFACE DEFINED ON SHEET S-105 BY 9.
3/16”.
THE SURFACE OF THE UPSTREAM SKIN PLATE SHALL NOT VARY FROM A TRUE CYLINDRICAL PLANE BY MORE THAN 8.
THAN 3/16”.
THE TOP AND BOTTOM EDGES OF THE UPSTREAM SKIN PLATE SHALL NOT VARY FROM A HORIZONTAL LINE BY MORE 7.
THE HEIGHT OF THE GATE SHALL NOT VARY FROM THE NOMINAL DIMENSION BY MORE THAN 1/4”.6.
MORE THAN 1/8”
WIDTH BY MORE THAN 1/4”. THE VERTICAL EDGES OF THE SKIN PLATE SHALL NOT VARY FROM A VERTICAL LINE BY THE OVERALL WIDTH OF THE UPSTREAM AND DOWNSTREAM SKIN PLATES SHALL NOT VARY FROM THE SPECIFIED 5.
CONTROL DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED AT THE OPPOSITE END FRAME.4.
THE FITTINGS.
ON THE BOTTOMS OF THE CHAIN HOIST ATTACHMENT FITTINGS OR THE WEBS OF THE LOWER ARMS DIRECTLY BELOW
ALL DIMENSIONS SHALL BE MEASURED WITH THE GATE SUPPORTED EQUALLY ON THE TRUNNION YOKES AND EQUALLY 3.
TOLERANCES GIVEN IN THESE DRAWINGS AND THE SPECIFICATIONS.
DIMENSIONS TAKEN FOR THE RECORD AND DO NOT RELIEVE THE CONTRACTOR FROM MEETING ALL ADDITIONAL
DIMENSIONS SHOWN ON SHEETS S-106 AND S-107 IN THE TABLE PROVIDED ABOVE. THESE ARE REPRESENTATIVE
IN THE PRESENCE OF THE CONTRACTING OFFICER, THE CONTRACTOR SHALL MEASURE AND RECORD ALL CONTROL 2.
FABRICATION TO ENSURE FIT AND FUNCTION.
THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN DIMENSIONAL CONTROL OF THE TAINTER GATE DURING 1.
TOLERANCE NOTES:
b5ecdmjf
MECHANICAL DRAWINGS
SEAL ASSEMBLY SEE
CHAIN GUIDE
UPSTREAM SKIN PL 5/8"
LIFTING EYE
CHAIN HOIST ATTACHMENT
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-201
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
W
IL
L C
O X
A1
UPSTREAM ELEVATION
U P
S T
R E
A M E
L E
V A
T
IO
N
TEMPORARY
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
UPPER TRUNNION ARM
TRUNNION YOKE
PL 1/2
SKIN PLATE
DOWNSTREAM
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-202
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
DOWNSTREAM ELEVATION
O
W N
S T
R E
A M E
L E
V A
T
IO
N C
W
IL
L C
O X
A1
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
.5
32'-6" TO INSIDE OF SKIN PLATE
OUTER END SHIELD
END SHIELD SKIN PLATE
END PLATE, TYP (7 EACH SIDE)
TRUNNION YOKE
ACCESS HATCH (TYP 3)
CHAIN HOIST CONNECTION
SEAL
UPPER TRUNNION ARM
LOWER TRUNNION ARM
VENT PIPE
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-203
R O
U S
E
D S
T E
N S
M R
S -1
.d g n
END ELEVATION
N
D E
L E
V A
T
IO
N C
W
IL
L C
O X
A1
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
S-305
A1
S-304 b5ecdmjf
STIFFENERS
UPSTREAM
STIFFENERS
DOWNSTREAM
.8
.8
E
Q S
P .5
.9
S-552-A1
S-542-A8
E
Q S
P .6 .3
2 @ 4.36° = 8.72°
TYP (6)
3/4"Ø HS BOLT
T R
U N
N
IO
N A
R M A
S S E
M B L Y S
E E D
R A
W
IN
G S -5
E N
D S
H
IE
L D A
S S E
M B L Y S
E E D
R A
W
IN
G S -5
PLATE BEYOND
DIAPHRAGM
BEYOND
LOWER WEB
W14 BEYOND
ATTACHMENT
TIP AT HOIST
ON FLANGE
1/4" RADIUS
BOTTOM OF SKIN PLATE
SKIN PLATE
WEB
W14 FLANGE OR
END DIAPHRAGM,
DIAPHRAGM OR W14
WITH FACE OF END
OF SKIN PLATE FLUSH
GRIND WELD AND END
S-552-A3
.4
.4
TRUNNION YOKE CONNECTION
CHAIN HOIST
10.60°
FLANGE PL 1/2
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
B T
W
IT
C H
E L
S-301
R O
U S
E
D S
T E
N S
M R
S -1
.d g
U N
N
IO
N A
R M S
E C
T
IO
N
TRUNION ARM SECTION
0 2' 4'1'
C
W
IL
L C
O X
A1
R1
1/4
TYP
3 SIDES
R3
PL TO ARM
1/4
RETURN PL
PL AND
TO RETURN
SKIN PL
WEB
WEB TO
SKIN PL AT
TYP STIFF TO
E1
DETAIL
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
E3
SECTION
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
1/4
FS
1/4 SKIN PL
ARM TO
CJP
C1
SCALE: 6" = 1'-0"
3"0 6"1-1/2"
1/4
1/4
(S-551) FOR PIECE MARKS AND WELDING AND BOLTING NOT SHOWN HERE.
NOTE: SEE TRUNNION ARM ASSEMBLY (S-531) AND END SHIELD ASSEMBLY
UPPER ARM
TYP (4) BELOW
3/8
5/16
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
E3
C1
C1
E9
S-303
C1 b5ecdmjf
UPPER INTERIOR DIAPHRAGM
UPPER WEB
UPSTREAM SKIN PLATE
MIDDLE INTERIOR DIAPHRAGM
MIDDLE WEB
LOWER INTERIOR DIAPHRAGM
ACCESS OPENING TYP(3)
UPSTREAM RIBS TYP(6)
LOWER WEB
DOWNSTREAM RIBS TYP(3)
CURVE LOCATED @ INSIDE OF PLATE
DOWNSTREAM SKIN PLATE DS
TYP
STIFFENERS,
DIAPHRAGM
BEHIND TEMPORARY LIFT EYES ONLY
LIFT EYE STIFFENERS AT DIAPHRAGMS
LIFT EYES ONLY
BEHIND TEMPORARY
AT DIAPHRAGMS
LIFT EYE STIFFENERS
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-302
R O
U S
E
D S
T E
N S
M R
S -1
.d g
SCALE: 3/4" = 1'-0"
T
E R
IO
R D
IA
P H
R A
G M S
E C
T
IO
N
2'0 1' 4'
R1
R2
R3
C
W
IL
L C
O X
TYP WEB TO INTERIOR DIAPHRAGM
DIAPHRAGM
TYP L TO
TYP WEB TO SKIN PLATE UNO
CJP, TYP
1/4
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
WEB PLATE, TYP
SKIN PLATE &
STIFFENER TO
TO SKIN PL
LOWER WEB
CJP
CHAIN GUIDE
INNER END SHIELD
UPPER WEB
WEB GUSSET PLATES
DOWNSTREAM RIBS
ACCESS HATCHES
MIDDLE WEB
UPSTREAM RIBS
LOWER WEB
STIFFENER
STIFFENER
SEE DRAWING S-561
END PLATE TYP (7)
UPPER TRUNNION ARM
ARM
LOWER TRUNNION
INNER END SHIELD
US SKIN PL
CHAIN GUIDE
OUTER END SHIELD
TRUNNION YOKE
AROUND END PLATES
STRENGTH BOLTS TYP
3/4"Ø HIGH
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
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LI
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HCODRUM RE
H
P
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S I
R H
C
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E
NI
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T S
B T
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IT
C H
E L
S-303
R O
U S
E
D S
T E
N S
M R
S -1
.d g
T E
R
IO
R D
IA
P H
R A
G M S
E C
T
IO
N
EXTERIOR DIAPHRAGM SECTION
0 2' 4'1'
C
W
IL
L C
O X
L TO END DIAPHRAGM, TYP
TYP DIAPHRAGM TO FLANGE
A1
WEB TO ARM, TYP
TO ARM
WEB GUSSETS
3/16
TO SKIN PLATE
CHAIN GUIDE
1/4 FS
NS
E9
SCALE: 1 1/2" = 1'-0"
1' 2'0 6"
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
E9 b5ecdmjf
UPPER TRUNNION ARM
INTERIOR DIAPHRAGMS
WEB ACCESS OPENING
WEB DRAIN HOLESCHAIN GUIDE
12'-0"6'-0"6'-0"12'-0"
UPPER WEB
SUPPORTS
END SHIELD
TRUNNION PIN
TRUNNION YOKE
SEALS
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
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A T
S
45705
X O
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LI
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HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-304
R O
U S
E
D S
T E
N S
M R
S -1
.d g
W
IL
L C
O X
A1
SECTION AT UPPER TRUNNION ARM
CL CL CL CL
CL GATE
S E
C T
IO
N A
T U
P P
E R T
R U
N N
IO
N A
R M
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
DRAIN HOLES, TYP
LOWER WEB
LOWER TRUNNION ARM
TRUNNION ARM STRUTS
DOWNSTREAM SKIN PLATE
SCREENS
TRASH
TRUNNION STRUT
TRUNNION YOKE
CHAIN HOIST CONNECTION
SEAL ASSEMBLY
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-305
R O
U S
E
D S
T E
N S
M R
S -1
.d g
W
IL
L C
O X
A1
CL CL CL CL
CLGATE
SECTION AT LOWER TRUNNION ARM
S E
C T
IO
N A
T L
O W
E R T
R U
N N
IO
N A
R M
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
DOWNSTREAM
SKIN PLATE
UPSTREAM
SKIN PLATE
DOWNSTREAM
SKIN PLATE
UPSTREAM
UPSTREAM SKIN PLATE
UPSTREAM RADIUS = 32'-6" INSIDE SKIN PLATE
.5
.2
.0
.9
SKIN PLATE
CURVE INSIDE
DOWNSTREAM
.7
.5
.5
.5
.5
TANGENT
TANGENT
LINE
WORK
LINE
WORK
.8
.6
S-504-D1
S-504-A1
S-503-D4
S-502-A19
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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
NI
HSAW F
O
E T
A T
S
45705
X O
C L
LI
W
HCODRUM RE
H
P
O T
S I
R H
C
R E
E
NI
GNE LARU
TC
U R
T S
B T
W
IT
C H
E L
S-501
R O
U S
E
D S
T E
N S
M R
S -1
.d g
R
R
R3
R2
R1
C
W
IL
L C
O X
A1 A4
TYP (3)
TYP (6)
SKIN PLATE END ELEVATION
TYP. DS
F4
D4
SKIN PLATE ISOMETRICS
TYP US
S K
IN
P
L A
T E A
S S
E M
B L
Y
AT MIDDLE OF GATE
AT END OF GATE
SCALE: 3" = 1'-0"
6"0 3" 1'
SCALE: 3" = 1'-0"
6"0 3" 1'
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
S-503
A4
D4
F4
S-503
A1 b5ecdmjf
1'-0"
1'-0"
13'-8 1/2 " 13'-8 1/2 "
1 1/8 "
AREA
SHADED
IN
SPLICES
NO
3"
/4
.3
/2
S
P /2 '-1 /2
/4
/4
.8
/4
/1
/8
3"2 1/4 "2 1/4 "
1'-8" 60'-1" 1'-8"
TYP
Ø15/16 HOLE
5"1'-2 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
C H
E C
K E
D B
Y
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
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
NE LANOI
S S
E F
O R
P
N O
T G
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HSAW F
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A T
S
45705
X O
C L
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HCODRUM RE
H
P
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S I
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C H
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S-502
R O
U S
E
D S
T E
N S
M R
S -1
.d g
W
IL
L C
O X
A1
DETAIL
SCALE: 1 1/2" = 1'-0"
C A
F R
U S
E
DI
S T
U O
N O(
P S
UPSTREAM SKIN PLATE S-502-A1
CL
MAT: ASTM A709 GR 50 T2
QTY: 1
SIZE: PL 5/8"
CLBOLT GROUP
E4
SCALE: 3" = 1'-0"
R1
R2
R3
'-6
R
IS
FACE
R1
R
A-A B-BUPSTREAM ELEVATION
/8
R
/8
R
1/4"
R
BOLT GROUP (AT DIAPHRAGM PLATE)CL
D
IM
E N
S
IO
N S
O N R
'-6 /8 " F
A C
E
CL
PIN HOLE
LIFT EYE
CL
PIN HOLE
LIFT EYE TYP
'-6
R
CL
PIN HOLE
LIFT EYE
U P
S T
R E
A M S
K
IN
P
L A
T E
U N
O
TYP
BOLT HOLESCL
NOTE: ALL HOLES ARE Ø 13/16 UNO
TOP OF CHAIN HOIST ATTACHMENT FITTING.
AND DIAPHRAGM PLATES ON SIDES AND BOTTOM AND WITH 1/16" GAP ABOVE
DIMENSIONS ARE APPROXIMATE. CUT OPENING FLUSH WITH FACES OF W14 NOTE:
IS
F
ACE
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
1"
1"
R
TO FILL LIFT EYE BOLT HOLES AFTER INSTALLATION OF GATE.
PROVIDE (96) 7/8" DIAMETER HOT-DIP GALVANIZED ROUND HEAD BOLTS NOTE:
OH
(ON OUTSIDE FACE)
* DEVELOPED DIMENSION
TYP LIFT EYE BOLT HOLES
E1
E1
A
B
E4
E4 b5ecdmjf
UPSTREAM SKIN PLATE
DOWNSTREAM
UPSTREAM SKIN PLATE
SKIN PLATE
DOWNSTREAM
60'-1"
SEE DWG S-105
INSIDE FACE.
DS CURVE ON
2 1/2 "
/2
SKIN PLATE
OR ANGLE LEG
DIAPHRAGM, WEB,
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
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M A
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S
IZ
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S U
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
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N B
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A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
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S S
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C H
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S-503
R O
U S
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D S
T E
N S
M R
S -1
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W
IL
L C
O X
DETAIL
A4
BACKGOUGE
D4
DOWNSTREAM SKIN PLATE S-503-D4
MAT: ASTM A709 GR 50 T2
QTY: 1
SIZE: PL 1/2"
0 4' 8'2'
DOWNSTREAM ELEVATION PROFILE
A7
SKIN PLATE SPLICES
R
ACCESS HOLES TO BRIGHT METAL.
GRIND FLAME - CUT EDGES AT WELD 3.
AND FINISH FLUSH WITH EDGE OF PLATE.
WELDS. REMOVE TABS AFTER WELDING
PROVIDE RUN-OFF TABS AT ENDS OF 2.
SPLICE.
DIAPHRAGM, WEB) PARALLEL TO THE
TO SUPPORTING ELEMENTS (ANGLE,
SPANS AND NO CLOSER THAN 6 INCHES
PRACTICABLE TO THE THIRD POINTS OF
LOCATE SPLICES AS CLOSE AS 1.
NOTES:
AT EXTERIOR
GRIND SMOOTH
BACKGOUGE
100% UT
D O
W N
S T
R E
A M S
K
IN
P
L A
T E
A N
D S
K
IN
P
L A
T E D
E T
A
IL
S
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
S O
L
IC
IT
A T
IO
N N
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
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S
U E D
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
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S S
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HSAW F
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S-504
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S K
IN
P
L A
T E R
IB
S
SCALE: 3/4" = 1'-0"
PLAN
ELEVATION
60'-1"
2'0 1' 4'
MAT: ASTM A709 GR 50 T2
QTY: 3
SIZE: L6x4x3/8
D1
2'0 1' 4'
MAT: ASTM A709 GR 50 T2
QTY: 6
SIZE: L8x4x1/2
60'-1"
2" T
YP
R
PLAN
ELEVATION
/2 " T
Y P
R
UPSTREAM RIBS S-504-D1
DOWNSTREAM RIBS S-504-A1
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
.5
.2
DS CURVE
UPSTREAM RADIUS 32'-6"
.9
.0
.8
.6
.7
UPSTREAM RADIUS
90°
L8 x 4 x 1/2
DOWNSTREAM CURVE
MIDDLE INTERIOR DIAPHRAGM
UPPER INTERIOR DIAPHRAGM
LOWER INTERIOR DIAPHRAGM
WORK LINE
S-513-D1
.5
.5
.5
.5
UPPER WEB
MIDDLE WEB
LOWER WEB
WORK LINE
BEHIND LIFT EYE ONLY
AT DIAPHRAGMS
LIFT EYE STIFFENERS
BEHIND LIFT EYE ONLY
AT DIAPHRAGMS
LIFT EYE STIFFENERS
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
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T
IO
N
A
M A
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S
IZ
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S U
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D B
Y
D A
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C O
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R A
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O
C H
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K E
D B
Y
D R
A W
N B
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B
C
D
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
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S S
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T
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R D
IA
P H
R A
G M
S
INTERIOR DIAPHRAGM
R1
R2
R
R3
C
W
IL
L C
O
UPSTREAM RIB DETAIL
F1
D1
DOWNSTREAM RIB DETAIL
6"0 3" 1'
6"0 3" 1'
R
1" R
SEE A1 FOR LOCATION OF RIB
1" R
SEE A1 FOR LOCATION OF RIB
S-512-D1
S-514-D1
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
F1
D1 b5ecdmjf
'-0
3' -0
2' -3 " 3'
-9
DOWNSTREAM CURVE
/4
5'-0"
4'-0"
S-512-A8
S-512-A5
PL 1/2"
S-512-D1
OF RIBS TYP
FOR LOCATION
SEE S-501
S-512-A8
S-512-A1
RADIUS = 32'-6"
UPSTREAM
'-0
'-1 /4
6"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
C H
E C
K E
D B
Y
D R
A W
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S
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
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S S
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P H
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A
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SCALE: 1" = 1'-0"
0 1' 2'6"
ISOMETRIC
SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"
1' 2'0 6" 1' 2'0 6"
R3
C
W
IL
L C
O X
1/
R
1 1/2 "
R
1/
R
1 1/2 "
R
D1 D8
A1 A5 S-512-A1 S-512-A5
R
UPPER INTERIOR DIAPHRAGM ASSEMBLY S-512-D1
MAT: ASTM A709 GR 50 T2
QTY: 8
SIZE: PL 3/8"
MAT: ASTM A709 GR 50 T2
QTY: 4
SIZE: PL 3/8"
MAT: ASTM A709 GR 50 T2
QTY: 4
SIZE: PL 3/8"
EYES ONLY)
BEHIND LIFT
DIAPHRAGMS
NS & FS (AT 2
ONLY)
BEHIND LIFT EYES
FS (AT 2 DIAPHRAGMS
A8
S-552-A8
R
MAT: ASTM A709 GR 50 T2
QTY: 18
SIZE: PL 1/2"
/4
R
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
1/4 TO DIAPH
TYP WEB STIFF
R T Y P
TO DIAPH, TYP
STIFFENER
LIFT EYE
b5ecdmjf
'-0
'-8
'-5
3'-0
2'-2
3'-8
/1
/4
CURVE
DOWNSTREAM
UPSTREAM RADIUS = 32'-6"
7'-11 3/8 "
7'-7 3/16 "
S-513-A1
S-513-A1
S-513-A5
'-7
S-513-D1
/1
S-512-A8
4'-7 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
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S
IZ
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S U
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IT
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D B
Y
D A
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C O
N T
R A
C T N
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C H
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K E
D B
Y
D R
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
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D L E I
N T
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R D
IA
P H
R A
G M D
E T
A
1'-3"
R3
R2
C
W
IL
L C
O X
/2
R
1/
R
/2
R
/2
R D1 D8
B1
A5A1
S-513-B1
S-513-A1 S-513-A5
MIDDLE INTERIOR DIAPHRAGM ASSEMBLY S-513-D1
MAT: ASTM A709 GR 50 T2
QTY: 8
SIZE: PL 3/8"
R
T Y P
OF RIBS
FOR LOCATION
SEE S-501
MAT: ASTM A709 GR 50 T2
QTY: 4
SIZE: PL 3/8"
LIFT EYE ONLY
DIAPHRAGMS BEHIND
NS & FS AT
MAT: ASTM A709 GR 50 T2
QTY: 4
SIZE: PL 3/8"
MAT: ASTM A709 GR 50 T2
QTY: 4
SIZE: PL 3/8"
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
S I
D
W X
X X
X X -X
X -X -X
X X
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
C K A
N D D
A M N
U M
B E
R
Q U
IN
C Y
IL
L
IN
O
IS
D A
M
S
U B
M E
R G
IB
L E T
A
IN
T E
R G
A T
E
T E
T R
A T
E C
H
T
H A
V E N
E S
U
IT
E
B E
L L E
V U
E
W A
1'-6"2 1/16 " 1'-6"
/1
/4
UPSTREAM RADIUS
DOWNSTREAM CURVE
7'-7 3/16 "
4'-2"
5'-9 13/16 "
S-514-D1
OF RIBS
FOR LOCATION
SEE S-501
S-514-C1
S-514-A1
S-514-A5
/4
90°
S-512-A8
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
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N
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S
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D B
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D A
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C T N
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C H
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D B
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A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps of Engineers
US Army Corps
ROCK ISLAND DISTRICT
FINAL SUBMITTAL
R E
E
NI
G
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S S
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P
N O
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NI
HSAW F
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HCODRUM RE
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S-514
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W E
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N T
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