Enclosure 1 - CPCS SS Ref Docs for GF Sector Gates.pdf
PDF 9 MB Posted
- Attached to
- Catfish Point Control Structure Federal contract opportunity
- Solicitation number
- W912P823R0053
About this file
This engineering design package provides drawings and specifications for replacement sector gates at the Catfish Point Control Structure. The project involves fabrication and installation of three new sector gates, each consisting of two leaves, to meet design life requirements. Key components include skin plates, horizontal and vertical frames, trusses, hinges, rollers, racks, and related anchoring. Construction will be conducted in two volumes, with Volume 1 covering general structures and Volume 2 detailing Gates 2 and 3. The procuring agency is the U.S. Army Corps of Engineers, New Orleans District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P823R0053 AM0003.pdf | ||
| W912P823R00530003 FINAL SF30 Catfish Point.pdf | ||
| W912P823R00530002 FINAL SF30 8-28.pdf | ||
| W912P823R00530001 FINAL SPS Catfish Point CS.pdf | ||
| Enclosure 5 - CPCS Machinery Pit and Anchorage Details.pdf | ||
| Enclosure 1 - CPCS SS Ref Docs for GFE (Hagglunds-Instructions).pdf | ||
| Enclosure 1 - CPCS SS Ref Docs for GFE (Hagglunds-Manual).pdf | ||
| Enclosure 2 - CPCS Technical Specifications.pdf | ||
| Enclosure 4 - CPCS Gantt Chart (Rev 2023-05-24).pdf | ||
| Enclosure 3 - CPCS Plans.pdf | ||
| W912P823R0053 FINAL SPS Solicitation CPCS 7-31.pdf |
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®of Engineers
US Army Corps of Engineers
US Army Corps
New Orleans District
CONTRACT #:
JULY 2019
CATFISH POINT
CONTROL STRUCTURE
SECTOR GATE REPLACEMENT
CAMERON PARISH, LA
ED#: 19-018
SOLICITATION#: W912P8-19-B-0058
W P -1
-B -0
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VICINITY OF WORK
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LOCATION MAP
SCALE IN MILES
6 4 2 0 5 10 15
A T
C H
A F
A L A
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SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROE
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ALEXANDRIA
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LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
M I S S I S S I P P I
T E X A S
N
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
V IC IN IT Y M A P
N E W
O R L E A N S
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P I
LON:92 50' 55N
LAT: 29 51' 47"W
LOCATION OF WORK
WATERFOUL REFUGE
SABINE MIGRATORY
LAKE MISERE
SUPERIOR CANAL
COE BOAT DOCK
GRAND CHENIER
LAKE
LOWER MUD
HACKBERRY BEACH
CONTROL STRUCTURE
CATFISH POINT
45'
NEW ORLEANS DISTRICT
OF ENGINEERS
US ARMY CORPS
AERIAL PHOTO
SECTOR GATE REPLACEMENT
CONTROL STRUCTURE
CATFISH POINT
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LITTLE CHENIER RD.
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SOLICITATION NUMBER: W912P8-19-B-0058
DATE: JULY 2019
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H448071-0/6 GATE #2 AND #3 ISOMETRIC VIEW
-0 /3
U .S
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H448071-5-0/13
H448071-5-0/12
H448071-5-0/11
H448071-5-0/10
H448071-5-0/9
H448071-5-0/8
H448071-5-0/7
H448071-5-0/6
H448071-5-0/5
H448071-5-0/4
H448071-5-0/3
H448071-5-0/2
H448071-5-0/1
GATE #2 AND #3 ELEVATION SKIN PLATE FRAMING
GATE #2 AND #3 ELEVATION RECESS TRUSS
GATE #2 AND #3 ELEVATION CHANNEL TRUSS
GATE #2 AND #3 PLAN LOWER HORIZONTAL FRAME
GATE #2 AND #3 PLAN UPPER HORIZONTAL FRAME
H448071-5-0/18
H448071-5-0/17
H448071-5-0/16
H448071-5-0/15
H448071-5-0/14
M
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WALKWAY AND HANDRAIL ASSEMBLY DETAILS
GATE SEAL DETAILS
CONNECTION DETAILS SHEET 5
CONNECTION DETAILS SHEET 4
CONNECTION DETAILS SHEET 3
CONNECTION DETAILS SHEET 2
CONNECTION DETAILS SHEET 1
FENDER ASSEMBLY
GATE #1 ELEVATION SKIN PLATE FRAMING
GATE #1 ELEVATION RECESS TRUSS
GATE #1 ELEVATION CHANNEL TRUSS
GATE #1 PLAN LOWER HORIZONTAL FRAME
GATE #1 PLAN UPPER HORIZONTAL FRAME
G-901V2
S-203V2
S-202V2
S-201V2
S-102V2
S-101V2
S-507
S-506
S-505
S-504
S-503
S-502
S-501
S-204
S-203V1
S-202V1
S-201V1
S-102V1
S-101V1
W
P -1
-B -0
SECTOR GATES ELECTRICAL EQUIPMENT - REMOTE CONTROL UNIT - DETAILS
SECTOR GATES ELECTRICAL EQUIPMENT - REMOTE CONTROL UNIT - WIRING DIAGRAM
SECTOR GATES ELECTRICAL EQUIPMENT - GATE CONTROL UNITS
SECTOR GATES ELECTRICAL EQUIPMENT - GATE UNIT WIRING DIAGRAMS
SECTOR GATES ELECTRICAL EQUIPMENT -EQUIPMENT DESIGNATION AND SCHEME OF CONTROL
SECTOR GATES ELECTRICAL EQUIPMENT - LIGHTING LAYOUT AND DETAILS
SECTOR GATES OPERATING MACHINERY - DETAILS
SECTOR GATES OPERATING MACHINERY - DETAILS
SECTOR GATES OPERATING MACHINERY - DETAILS
SECTOR GATES OPERATING MACHINERY - MACHINERY BASE
SECTOR GATES OPERATING MACHINERY - SHEAVE AND IDLER SUPPORT
SECTOR GATE OPERATING MACHINERY - GENERAL ARRANGEMENT
SECTOR GATES MISCELLANEOUS METAL - DETAILS
SECTOR GATES MISCELLANEOUS METAL - DETAILS
SECTOR GATES MISCELLANEOUS METAL - LOWER HINGE - ASSEMBLY AND DETAILS
SECTOR GATES MISCELLANEOUS METAL - UPPER HINGE DETAILS
SECTOR GATES MISCELLANEOUS METAL - UPPER HINGE - ASSEMBLY AND DETAILS
SECTOR GATES FOR STRUCTUREW NO 2 & 3 - SKIN PLATE FRAMING - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURES NO 2 & 3 RECESS SIDE - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURES NO 2 & 3 CHANNEL SIDE - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURES NO 2 & 3 - GENERAL PLAN AND ELEVATIONS
SECTOR GATES FOR STRUCTURE NO 1 - SKIN PLATE FRAMING - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURE NO 1 - RECESS SIDE - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURE NO 1 - CHANNEL SIDE - ELEVATION AND SECTIONS
SECTOR GATES FOR STRUCTURE NO 1 - GENERAL PLAN AND ELEVATIONS
SECTOR GATES DESIGN ANALYSIS - DESIGN DATA
GENERAL MAP AND INDEX
COVER SHEET
CONDUIT LAYOUT AND DETAILS
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAILS
GATE STRUCTURES NO 2& 3 - SECTIONS
GATE STRUCTURES NO 2 & 3 - MASONRY AND REINFORCEMENT PLAN
GATE STRUCTURE NO 1 - SECTIONS
GATE STRUCTURE NO 1 - MASONRY AND REINFORCEMENT PLAN
EXCAVATION PLAN, BORING LOGS AND SECTIONS
GENERAL PLAN, SECTIONS, AND DETAILS
H-4-17260-36
H-4-17260-35
H-4-17260-34
H-4-17260-33
H-4-17260-32
H-4-17260-31
H-4-17260-30
H-4-17260-29
H-4-17260-28
H-4-17260-27
H-4-17260-26
H-4-17260-25
H-4-17260-24
H-4-17260-23
H-4-17260-22
H-4-17260-21
H-4-17260-20
H-4-17260-19
H-4-17260-18
H-4-17260-17
H-4-17260-16
H-4-17260-15
H-4-17260-14
H-4-17260-13
H-4-17260-12
H-4-17260-11
H-4-17260-01
H-4-17260-00
H-4-16598-10
H-4-16598-09
H-4-16598-08
H-4-16598-07
H-4-16598-06
H-4-16598-05
H-4-16598-04
H-4-16598-03
H-4-16598-02
G-901V1
G-006
G-005
G-004
G-003
G-002
G-001
H448071-0/7
H448071-0/6
H448071-0/5
H448071-0/4
H448071-0/3
H448071-0/2
H448071-0/1
GATE #1 ISOMETRIC VIEW
GATE TOLERANCES
STRUCTURAL GENERAL NOTES
SITE PLAN
INDEX OF DRAWINGS
PROJECT LOCATION AND VICINITY MAPS
TITLE AND SIGNATURE SHEETINDEX OF DRAWINGS
CP502
CP501
CP103
CP102
CP101
CATHODIC PROTECTION DETAILS
CATHODIC PROTECTION DETAILS
CATHODIC PROTECTION GATE #2 & 3 SKIN ANODE LAYOUT
CATHODIC PROTECTION GATE #1 SKIN ANODE LAYOUT
CATHODIC PROTECTION GATE #1 SKIN ANODE LAYOUT & ELEVATION
H448071-9/5
H448071-9/4
H448071-9/3
H448071-9/2
H448071-9/1
M-506
M-505
M-504
M-503
M-503A
M-502
M-501
M-500
H448071-3-2/8
H448071-3-2/7
H448071-3-2/6
H448071-3-2/5
H448071-3-2/4
H448071-3-2/3
H448071-3-2/2
H448071-3-2/1
SECTOR GATE UPPER HINGE CASTING
SECTOR GATE UPPER HINGE ASSEMBLY
SECTOR GATE LOWER HINGE CASTING AND ASSEMBLY
SECTOR GATE ROLLER ASSEMBLY
SECTOR GATE ROLLER ASSEMBLY - STRUCTURAL DETAILS
SECTOR GATE LOWER HINGE DETAILS
SECTOR GATE UPPER HINGE DETAILS
SECTOR GATE RACK ASSEMBLY AND DETAILS
INDEX OF DRAWINGS
FILE NUMBER
NO.
SHEET
VOLUME 1
TITLE FILE NUMBER
INDEX OF REFERENCE DRAWINGS
REFERENCE
TITLE
STRUCTURAL
GENERAL
VOLUME 2
GENERAL
STRUCTURAL
CATHODIC PROTECTION
MECHANICAL
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GENERAL STRUCTURAL NOTES:
A R
M Y C
O R
P S O
F E
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P O
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L A
N D O
R E
G O
N
P O
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OTHERWISE ON DRAWINGS.
THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED 1.2
REPLACEMENT SECTOR GATE LEAVES.
FEATURES OF THE CATFISH POINT CONTROL STRUCTURE
THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL 1.1
1. SCOPE
M
H A
N S
O N P .E
G E
C D
M D
H
GENERAL NOTES:
FENDER, WALKWAY, AND SEAL DRAWINGS.
STRUCTURAL, MECHANICAL, CORROSION PROTECTION,
TYPES SHALL BE FOUND IN VOLUME 1. THIS INCLUDES ALL
2.3 ALL DRAWING SHEETS AND DETAILING COMMON TO ALL GATE
3, RESPECTIVELY.
2 TO DISTINGUISH BETWEEN GATE NO. 1 AND GATE NOS 2 AND
2.2 THE DRAWING PACKAGE IS SPLIT INTO VOLUME 1 AND VOLUME
DETAILED HERE UNLESS NOTED OTHERWISE.
DETAILED SHALL BE THE OPPOSITE HAND OF THE GATE LEAFS
NOS. 2 AND 3 ARE IDENTICAL. MATCHING GATE LEAFS NOT
NO. 1 AND A SINGLE LEAF FOR GATE NOS. 2 AND 3 AS GATE
2.1 THIS DRAWING PACKAGE DETAILS A SINGLE LEAF FOR GATE
2. DRAWING PACKAGE ASSEMBLY
SEPARATE CONTRACT.
SURROUNDING STRUCTURE SHALL BE PERFORMED UNDER A
REHABILITATION WORK TO THE SUPPORTING AND
1.2 INSTALLATION OF THE GATE LEAFS AS WELL AS ALL
GATE LEAFS.
OF THE GATES CONSIST OF TWO LEAFS FOR A TOTAL OF SIX
1.1 THIS CONTRACT COMPRISES THREE SEPARATE GATES. EACH
1. SCOPE
P -1
-B -0
AISC MINIMUM WELD SIZE.
DESIGNATED TYPE AND SIZE OF WELD SHALL BE SEAL WELDED PER
OTHERWISE NOTED. EVERY ACCESSIBLE JOINT NOT HAVING A
2.14 ALL WELDS SHALL BE CONTINUOUS AND WRAPPED UNLESS
DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.
2.13 FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE
D1.1/D1.1M AND TO SPECIFICATION C3 AS APPLICABLE.
2.12 WELDING OF PIPE OR CASTINGS SHALL CONFORM TO AWS CODE
OFFICER AND ENGINEER.
EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING
THAT IS NOT SHOWN ON THE DRAWINGS WILL NOT BE PERMITTED
D1.5/D1.5M AND TO SPECIFICATION C2 AS APPLICABLE. WELDING
2.11 WELDING OF A709 STEEL SHALL CONFORM TO AWS CODE
DRILLED PRIOR TO PAINT APPLICATION UNLESS NOTED OTHERWISE.
2.11 ALL BOLT HOLES IN STRUCTURAL STEEL ELEMENTS SHALL BE
MANUFACTURERS WRITTEN RECOMMENDATIONS.
CHARACTERISTICS APPLIED AS RECOMMENDED BY THE
ANTI-SEIZE OR OTHER APPROVED EQUAL WITH SIMILAR SALIENT
MARINERS CHOICE ANTI-SEIZE OR SAF-T-EZE MARINE GRADE
MARINE GRADE ANTI-SEIZING COMPOUND SUCH AS BOSTIK
2.10 STAINLESS STEEL FASTENERS MUST BE INSTALLED USING A
ASTM A276 OR ASTM A240 STANDARDS.
CONFORMING TO TYPE 316L THAT CONFORMS TO
c. PLAIN WASHERS - FABRICATE FROM MATERIAL
STAINLESS STEEL.
b. NUTS - ASTM F594, GROUP 1, COLD WORKED
STAINLESS STEEL.
a. BOLTS - ASTM F593, GROUP 1, COLD WORKED
STYLE, AND FINISH INDICATED BELOW UNLESS NOTED OTHERWISE:
CONNECTIONS SHALL BE OF THE MATERIAL, GRADE, TYPE, CLASS,
2.9 ALL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL STEEL
OTHERWISE NOTED.
2.8 GALVANIZING OF STEEL WILL CONFORM TO ASTM A123, UNLESS
(UNO).
CONFORM TO ASTM 240 TYPE 316L UNLESS NOTED OTHERWISE
2.7 STAINLESS STEEL SHAPES SHOWN ON THE DRAWINGS WILL
B.
2.6 STRUCTURAL STEEL TUBING WILL CONFORM TO ASTM A500, GRADE
2.5 STRUCTURAL STEEL PIPE WILL CONFORM TO ASTM A53, GRADE B.
THICK IF COST EFFECTIVE.
GOVERNMENT, TO INCREASE ALL 7/8" THICK PLATE ELEMENTS TO 1"
2.4 IT IS THE CONTRACTORS OPTION, AT NO COST TO THE
REQUIREMENTS FOR FABRICATION OF CURVED GIRDERS.
2.3 REFER TO SPECIFICATIONS SECTION C1 FOR CAMBERED MEMBER
FABRICATION.
GOVERNMENT APPROVAL PRIOR TO COMMENCEMENT OF
DETAILING OF BUILT- UP PLATE ELEMENT SHALL BE SUBMITTED FOR
STRUCTURAL STEEL SHAPES FROM PLATE ELEMENTS. DESIGN AND
2.2 CONTRACTOR OPTION TO FABRICATE ALL INDICATED ROLLED
IN ACCORDANCE WITH SPECIFICATION SECTION C1.
ASTM A709 GRADE 50. TOUGHNESS REQUIREMENTS SHALL BE MET
2.1 ALL STRUCTURAL STEEL PLATES AND SHAPES WILL CONFORM TO
2. STRUCTURAL STEEL
THE PROJECT SITE.
CONTRACTING OFFICER FOLLOWING DELIVERY OF THE GATE TO
NECESSARY TO LIFT EACH GATE LEAF SHALL BE PROVIDED TO THE
4.7 ALL LIFTING BEAMS, ATTACHMENTS, SLINGS, AND HARDWARE
PRIOR TO FABRICATION.
ELEMENTS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL
OR BETTER. DESIGN CALCULATIONS AND DETAILING OF LIFTING
CONNECTIONS SHALL ACHIEVE AN AISC FATIGUE CATEGORY OF C
PRIMARY STRUCTURE FOR FUTURE USE. ALL LIFTING ELEMENT
THE GATE LEAFS SHALL BE PERMANENTLY WELDED TO THE
SPECIFICATION SECTION C1. ALL LIFTING ELEMENTS ATTACHED TO
CONNECTIONS TO BE INSTALLED ON EACH GATE LEAF. SEE
4.6 THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL LIFTING
INCH.
THE ALLOWED 25%, THE MAXIMUM GAP SHALL NOT EXCEED 1 / 32
BEARING LENGTH SHALL BE IN FULL BEARING WITHOUT GAP. FOR
4.5 WHERE MILL TO BEAR IS SPECIFIED, A MINIMUM OF 75% OF THE
HYDRAULIC STRUCTURES.
FOR PAINTING, REFER TO SPECIFICATION SECTION C4 - PAINTING 4.4
PRE-DRILLED.
NECESSARY FOR INSTALLATION. SEALS SHALL NOT BE
FOR EACH GATE LEAF AND ALL MOLDED SEAL CORNERS
4.3 CONTRACTOR SHALL PROVIDE 110% OF STRAIGHT SEAL LENGTH
STORAGE.
ELEMENT BOLT HOLES PRIOR TO CRATING FOR DELIVERY AND
4.2 ALL SEAL BOLT HOLES SHALL BE MATCH MARKED WITH STEEL
NOT INCLUDED IN THIS CONTRACT.
DELIVERED TO THE PROJECT SITE. INSTALLATION OF THE SEALS IS
4.1 ALL SEALS AND SEAL BOLT ASSEMBLIES AS SPECIFIED ARE TO BE
4. MISCELLANEOUS
SPECIFICATIONS SECTION C1.
REQUIREMENTS OF ASTM B221 AND IN ACCORDANCE WITH
3.2 ALL GRATING SHALL BE ALUMINUM ALLOY 6063-T6 MEETING ALL
EQUIVALENT.
3.2 ALL HANDRAIL TO BE HOLLAENDER SPEED RAIL OR APPROVED
REQUIREMENTS OF ASTM B221.
JOINTS SHALL BE ALUMINUM ALLOY 6061-T6 MEETING
3.1 ALL HANDRAIL ASSEMBLY SHAPES, PLATES, BARS, AND HANDRAIL
3. ALUMINUM
BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.
SPECIFICATIONS. LOCATIONS OF SPLICES AND JOINT DETAILS MUST
FLUSH AND MUST BE 100% UT AND RT TESTED AS PER THE
MUST BE COMPLETE JOINT PENETRATION GROOVE WELDS GROUND
AND APPROVED BY THE CONTRACTING OFFICER. ALL SPLICES
2.20 NO SPLICES IN PLATES SHALL BE PERMITTED UNLESS SUBMITTED
BURRS, OFFSETS OR ROUGH AREAS.
2.19 GRIND ALL GROOVE WELDS FLUSH SUCH THAT THERE ARE NO
2.18 ALL SHARP EDGES SHALL BE GROUND TO A 1/16" RADIUS MIN. UNO.
OR D1.5 AS APPLICABLE TO MATERIAL TYPE.
2.17 ALL FILLET WELDS TO BE 1/4" MIN EXCEPT AS SPECIFIED IN AWS D1.1
REINFORCING FILLET WELDS PER AWS D1.5.
2.16 ALL CJP GROOVE WELDS IN T AND CORNER JOINTS SHALL HAVE
OTHERWISE.
2.15 ALL WELDS SHALL BE CJP GROOVE WELDS UNLESS NOTED
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US Army Corps
P L
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54321
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TRUSS ELEVATION
GATE PLAN
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
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G E
C D
M D
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LEAF A LEAF B
GATE 1
LEAF A LEAF B
GATE 2
LEAF A LEAF B
GATE 3
CONTROL DIMENSIONS
SKIN PLATE ELEVATION
FACE OF SKIN PL HEIGHT - RECESS SIDE
FACE OF SKIN PL HEIGHT - CHANNEL SIDE
FACE OF SKIN PL ARC LENGTH - BOTTOM
FACE OF SKIN PL ARC LENGTH - TOP
RECESS SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD
RECESS SIDE TRUSS SAG - BOTTOM OF B/CHORD
RECESS SIDE HINGE TO FACE OF SKIN PL - BOTTOM
RECESS SIDE HINGE TO FACE OF SKIN PL - TOP
TRUSS HEIGHT AT HINGE - TOP OF T/CHORD TO BOTTOM OF B/CHORD
CHANNEL SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD
CHANNEL SIDE TRUSS SAG - BOTTOM OF B/CHORD
CHANNEL SIDE HINGE TO FACE OF SKIN PL - BOTTOM
CHANNEL SIDE HINGE TO FACE OF SKIN PL - TOP
AMBIENT TEMPERATURE AT TIME OF MEASUREMENT
CL
CL
CL
CL
4. POST DELIVERY
3. POST PAINTING / PRIOR TO DELIVERY
2. POST FABRICATION / PRIOR TO PAINTING
1. PRE FABRICATION - EXISTING GATES
SEPARATE MILESTONES:FOURCONTROL DIMENSIONS TO BE RECORDED AT
W P -1
-B -0
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US Army Corps
P L
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LOWER HORIZONTAL
FRAME
STIFFENER PLATE
TYP TOP AND BOTTOM
BUILT UP CURVED
PRIMARY GIRDERS
TYP TOP AND BOTTOM
BUILT UP VERTICAL ELEMENT
TO MATCH PRIMARY GIRDERS
BUILT UP VERTICAL ELEMENT
TO MATCH PRIMARY GIRDERS
UPPER HINGE
ASSEMBLY
LOWER HINGE
ASSEMBLY
BUILT UP VERTICAL ELEMENT
TO MATCH PRIMARY GIRDERS
DIAGONAL
STRUT
DIAGONAL
STRUT
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ROLLER ASSEMBLY
TYP EA SIDE (2 LOCATIONS EA LEAF)
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ISOMETRIC GATE #1
NOTES:
VOLUME 1
G -9
V
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1. WALKWAY AND FENDER ASSEMBLY NOT SHOWN FOR CLARITY.
W P -1
-B -0
SCALE: 1/4" = 1'-0"
1 GATE #1 ASSEMBLY LAYOUT-PLAN
SCALE: 1/4" = 1'-0"
2 GATE #2 & #3 ASSEMBLY LAYOUT-PLAN
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P L O
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AutoCAD SHX Text
(ANODE ASSEMBLIES NOT TO SCALE)
AutoCAD SHX Text
(ANODE ASSEMBLIES NOT TO SCALE)
AutoCAD SHX Text NOTES: : 1. ANODE ASSEMBLIES NOT TO SCALE, FOR GENERAL LOCATION ONLY. 2. 'TYPE A' ANODE ASSEMBLY MOUNTING BRACKETS TO BE SPACED 4" APART FROM EACH OTHER (EACH BRACKET OFFSET 2" FROM CENTER LINE OF SECTOR). 3. DIMENSIONS ARE RELATIVE TO THE CENTER OF EACH MC8X21.4. 4. SEE SHEET CP501 FOR MOUNTING DETAILS. 5. IT IS CRITICAL THAT ANODE ASSEMBLIES BE FABRICATED AFTER THE GATE STRUCTURE SO THAT MEASUREMENTS CAN BE VERIFIED FOR CORRECT FITMENT.
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
1. THE ANODE ASSEMBLIES SHALL BE INSTALLED ON GATE #1, #2, AND #3 IN THE LOCATIONS SHOWN ON THIS SHEET. 2. DETAIL VIEW 1 AND 2, THIS SHEET, REPRESENTS ONE SECTOR LEAF. EACH GATE IS MADE UP OF TWO SECTOR LEAFS. 3. PROVIDE TWO SPARE ANODE ASSEMBLIES (OF EACH TYPE) PER GATE, FOR GATE #1, #2, AND #3. 4. SEE DETAILS ON SHEET CP501 AND CP502 FOR INSTALLATION AND FABRICATION DETAILS. ALSO SEE CATHODIC PROTECTION SPECIFICATIONS. 5. ANODES, REFERENCE CELLS, CABLES, CONDUIT, ETC. TO BE PURCHASED AND INSTALLED BY OTHERS. 6. ALL METALLIC MATERIALS SHALL BE COATED TO KEEP CORROSION FROM OCCURRING DUE TO OUTDOOR EXPOSURE.
AutoCAD SHX Text
GENERAL NOTES::
9'-0" 9'-0" 18'-0" 36'-0"
4' -0
8'
-0
4' -0
'-0
2'-6"
4' -0
4'
-0
4'-6" 9'-0" 4'-6"
1'-0"
2'-3" 2'-6"
4' -0
4'
-0
2'-0" 9'-0" 4'-6" 9'-0" 6'-6"
4' -0
4'
-0
9'-0"9'-0"18'-0" 36'-0"
4' -0
8'
-0
4' -0
'-0
2'-6"
4' -0
4'
-0
4'-6"9'-0"4'-6"
1'-0"
2'-3"2'-6"
4' -0
4'
-0
2'-0"9'-0"4'-6"9'-0"6'-6"
4' -0
4'
-0
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1 GATE #1 UPSTREAM ANODE MOUNTING HOLE LOCATIONS
SCALE: N/A
2 GATE #1 DOWNSTREAM ANODE CABLING PROTECTION LOCATIONS
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SCALE: 3" = 1'-0"
4 SKIN ANODE MOUNTING DETAIL
SCALE: 3" = 1'-0"
3 REFERENCE CELL MOUNTING DETAIL
AutoCAD SHX Text
SKIN PLATE (UPSTREAM SIDE)
AutoCAD SHX Text ANODE MOUNTING LOCATIONS; SEE NOTES AND MOUNTING DETAIL THIS SHEET FOR STUD PATTERN.
AutoCAD SHX Text
(4) REFERENCE ELECTRODES
AutoCAD SHX Text
(6) EMMO STRIP ANODES
AutoCAD SHX Text REFERENCE CELL MOUNTING LOCATIONS; SEE NOTES AND MOUNTING DETAIL THIS SHEET FOR STUD PATTERN.
AutoCAD SHX Text
DOWNSTREAM SIDE OF SKIN PLATE
AutoCAD SHX Text
ANODE CABLING PROTECTION LOCATIONS. (SEE DETAIL 1 & 2/CP502).
AutoCAD SHX Text
NOTE: SEE DETAIL 1/CP502 FOR SKIN PLATE PENETRATION.
AutoCAD SHX Text
(6) 1/2" - 13 X 1.25" (BEFORE 1/2" - 13 X 1.25" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE DETAIL 1/CP502.; SEE DETAIL 1/CP502.
AutoCAD SHX Text 1/2" - 13 X 1.0" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE DETAIL 2/CP502.; SEE DETAIL 2/CP502.
AutoCAD SHX Text
NOTE: SEE DETAIL 2/CP502 FOR SKIN PLATE PENETRATION.
AutoCAD SHX Text
1. DETAIL VIEW 1 AND 2, THIS SHEET, REPRESENTS ONE SECTOR LEAF. EACH GATE IS MADE UP OF TWO SECTOR LEAFS. 2. PREHEAT ALL GATE AREAS, THAT WILL BE WELDED, TO 175 DEGREES FAHRENHEIT BEFORE WELDING. 3. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED BY OTHERS. 4. HOWEVER, TO INSURE CORRECT FITMENT OF THE SKIN ANODES AND REFERENCE CELLS, THE FABRICATOR SHALL PURCHASE AND USE ANODE MANUFACTURER'S MOUNTING TEMPLATES WITH RADIUS OF GATE FOR WELDING STUDS FOR SKIN ANODES AND REFERENCE CELLS. 5. MOUNTING TEMPLATES SHALL BE PURCHASED FROM CERANODE TECHNOLOGIES INTL.(DIV OF APS MATERIALS, INC.). CONTACT GREG SMITH (GENERAL MANAGER) AT PHONE 937-278-6547, X208 FOR QUESTIONS REGARDING TEMPLATES. 6. MINOR ADJUSTMENT OF SKIN PENETRATIONS SHALL BE ACCOMPLISHED, AS COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, IN ORDER TO AVOID SKIN RIBS, AND TO ACCOMMODATE CABLING PROTECTION (SEEN ON SHEET CP502). 7. ALL STUDS SHALL BE HIGH STRENGTH STRUCTURAL CARBON STEEL, ALONG WITH WASHERS AND NUTS. 8. TYPICAL FOR ALL THREADED AREAS: COAT WITH WATER TIGHT SEALING COMPOUND TO KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY OTHERS. 9. ALL OTHER COMPONENTS (BRACKETS, ALL OTHER COMPONENTS (BRACKETS, CHANNELS, ETC.) SHALL BE PAINTED AS SPECIFIED IN PAINTING: HYDRAULIC STRUCTURES SECTION, AND IN ACCORDANCE WITH STANDARD PRACTICE FOR IMMERSION SERVICE.
NOTES::
4'-6" 9'-0" 4'-6"
4' -6
'-0
4' -6
36'-0"
'-0
4'-6" 4'-6" 4'-6" 4'-6"
4' -6
'-0
2' -0
2'
-6
2'-6"
6' -0
6'
-0
2'-0" 9'-0" 2'-0" 2'-6" 4'-6" 4'-6" 4'-6" 4'-6"
4'-6"9'-0"4'-6"
4' -6
'-0
4' -6
36'-0"
'-0
4'-6"4'-6"4'-6"4'-6"
4' -6
'-0
2' -0
2'
-6
2'-6"
6' -0
6'
-0
2'-0"9'-0"2'-0"2'-6"4'-6"4'-6"4'-6"4'-6"
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1 GATE #2 & #3 UPSTREAM ANODE MOUNTING HOLE LOCATIONS
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AutoCAD SHX Text ANODE MOUNTING LOCATIONS; SEE NOTES AND MOUNTING DETAIL THIS SHEET FOR STUD PATTERN.
AutoCAD SHX Text
SKIN PLATE (UPSTREAM SIDE)
AutoCAD SHX Text
(4) REFERENCE ELECTRODES
AutoCAD SHX Text
(8) EMMO STRIP ANODES
AutoCAD SHX Text REFERENCE CELL MOUNTING LOCATIONS; SEE NOTES AND MOUNTING DETAIL THIS SHEET FOR STUD PATTERN.
AutoCAD SHX Text
DOWNSTREAM SIDE OF SKIN PLATE
AutoCAD SHX Text
ANODE CABLING PROTECTION LOCATIONS. (SEE DETAIL 1 & 2/CP502)
AutoCAD SHX Text
NOTE: SEE DETAIL 1/CP502 FOR SKIN PLATE PENETRATION.
AutoCAD SHX Text
(6) 1/2" - 13 X 1.25" (BEFORE 1/2" - 13 X 1.25" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE DETAIL 1/CP502.; SEE DETAIL 1/CP502.
AutoCAD SHX Text 1/2" - 13 X 1.0" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE DETAIL 2/CP502.; SEE DETAIL 2/CP502.
AutoCAD SHX Text
NOTE: SEE DETAIL 2/CP502 FOR SKIN PLATE PENETRATION.
AutoCAD SHX Text
1. DETAIL VIEW 1 AND 2, THIS SHEET, REPRESENTS ONE SECTOR LEAF. EACH GATE IS MADE UP OF TWO SECTOR LEAFS. 2. PREHEAT ALL GATE AREAS, THAT WILL BE WELDED, TO 175 DEGREES FAHRENHEIT BEFORE WELDING. 3. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED BY OTHERS. 4. HOWEVER, TO INSURE CORRECT FITMENT OF THE SKIN ANODES AND REFERENCE CELLS, THE FABRICATOR SHALL PURCHASE AND USE ANODE MANUFACTURER'S MOUNTING TEMPLATES WITH RADIUS OF GATE FOR WELDING STUDS FOR SKIN ANODES AND REFERENCE CELLS. 5. MOUNTING TEMPLATES SHALL BE PURCHASED FROM CERANODE TECHNOLOGIES INTL.(DIV OF APS MATERIALS, INC.). CONTACT GREG SMITH (GENERAL MANAGER) AT PHONE 937-278-6547, X208 FOR QUESTIONS REGARDING TEMPLATES. 6. MINOR ADJUSTMENT OF SKIN PENETRATIONS SHALL BE ACCOMPLISHED, AS COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, IN ORDER TO AVOID SKIN RIBS, AND TO ACCOMMODATE CABLING PROTECTION (SEEN ON SHEET CP502). 7. ALL STUDS SHALL BE HIGH STRENGTH STRUCTURAL CARBON STEEL, ALONG WITH WASHERS AND NUTS. 8. TYPICAL FOR ALL THREADED AREAS: COAT WITH WATER TIGHT SEALING COMPOUND TO KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY OTHERS. 9. ALL OTHER COMPONENTS (BRACKETS, ALL OTHER COMPONENTS (BRACKETS, CHANNELS, ETC.) SHALL BE PAINTED AS SPECIFIED IN PAINTING: HYDRAULIC STRUCTURES SECTION, AND IN ACCORDANCE WITH STANDARD PRACTICE FOR IMMERSION SERVICE.
SCALE: 1-1/2" = 1'-0"
2 TYPICAL MOUNTING ASSEMBLY ELEVATION
SCALE: 3" = 1'-0"
1 BRACKET DETAILS
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N E
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I T
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P L O
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C A
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C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
O
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A N
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D
I S
T R
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C A
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C
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N G
I N
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R S
M O
B I
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T R
I C
T
M O
B I L E
A
L A
B A
M A
J C
P
CP501
N J D
W J K
R M
F W
P
B
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text
W10X60 FCM
AutoCAD SHX Text
W10X60 FCM
AutoCAD SHX Text
MC8X21.4
AutoCAD SHX Text 14"
AutoCAD SHX Text
CHANNEL TO CHANNEL
AutoCAD SHX Text TYPICAL EA. BOLT HOLE: 1 - 1/2" COATED STEEL BOLT 1 - 1/2" COATED STEEL NUT 2 - 1/2" COATED STEEL LOCK WASHERS
AutoCAD SHX Text
MOUNTING DETAIL - SIDE VIEW
AutoCAD SHX Text
W10X60 FCM
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text
W10X60 FCM
AutoCAD SHX Text
MC8X21.4
AutoCAD SHX Text
MC8X21.4
AutoCAD SHX Text
ANODE
AutoCAD SHX Text
ANODE
AutoCAD SHX Text
BRACKET 'TYPE A' - PLAN VIEW
AutoCAD SHX Text
BRACKET 'TYPE B' - PLAN VIEW
AutoCAD SHX Text
(2) 9/16" BOLTHOLES
AutoCAD SHX Text 14"
AutoCAD SHX Text
CHANNEL TO CHANNEL
AutoCAD SHX Text
MC8X21.4
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text C6X10.5
AutoCAD SHX Text 14"
AutoCAD SHX Text
CHANNEL TO CHANNEL
AutoCAD SHX Text
MC8X21.4
AutoCAD SHX Text
ANODE
AutoCAD SHX Text
ANODE
AutoCAD SHX Text
BRACKET 'TYPE B'
AutoCAD SHX Text
BRACKET 'TYPE A'
AutoCAD SHX Text
(2) 9/16" BOLTHOLES
AutoCAD SHX Text
1. PREHEAT ALL GATE AREAS, THAT WILL BE WELDED, TO 175 DEGREES FAHRENHEIT BEFORE WELDING. 2. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED BY OTHERS. 3. ALL STUDS SHALL BE HIGH STRENGTH STRUCTURAL CARBON STEEL, ALONG WITH WASHERS AND NUTS. 4. TYPICAL FOR ALL THREADED AREAS: COAT WITH WATER TIGHT SEALING COMPOUND TO KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY OTHERS. 5. ALL OTHER COMPONENTS (BRACKETS, ALL OTHER COMPONENTS (BRACKETS, CHANNELS, ETC.) SHALL BE PAINTED AS SPECIFIED IN PAINTING: HYDRAULIC STRUCTURES SECTION, AND IN ACCORDANCE WITH STANDARD PRACTICE FOR IMMERSION SERVICE.
SCALE: 12" = 1'-0"
1 SKIN ANODE CABLING PROTECTION
SCALE: 12" = 1'-0"
2 SKIN REFERENCE CELL CABLING PROTECTION
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A R
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S I Z
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S U
B M
I T
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D
B
Y
P L O
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S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
C
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N G
I N
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N E
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A
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CP502
N J D
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B
AutoCAD SHX Text
TYP
AutoCAD SHX Text
TYP
AutoCAD SHX Text 38"
AutoCAD SHX Text 14"
AutoCAD SHX Text NOTE: ALL ANODE PROTECTORS SHALL BE 6" SCHEDULE 40 STEEL PIPE WITH 6" FRP PIPE CAPS. ALL PIPE INTERIORS MUST BE PAINTED.
AutoCAD SHX Text 6" FRP PIPE CAP. A WATER TIGHT SEALING COMPOUND IS TO BE USED ALL AROUND THREADS.
AutoCAD SHX Text
SKIN PLATE
AutoCAD SHX Text
PIPE THREADED TO RECEIVE PIPE CAP. (SEE NOTE BELOW)
AutoCAD SHX Text
COVER WITH CAP AND MASTIC
AutoCAD SHX Text
THREAD-O-LET WELDED TO 6" SCHEDULE 40 PIPE.
AutoCAD SHX Text
PAINT INTERIOR AND EXTERIOR AFTER ALL WELDING IS COMPLETED.
AutoCAD SHX Text 6" SCHEDULE 40 STEEL PIPE WELDED TO STRUCTURE DURING FABRICATION BUT PRIOR TO COATING.
AutoCAD SHX Text
SECTION C-C' - PLAN VIEW
AutoCAD SHX Text
TYP
AutoCAD SHX Text 14"
AutoCAD SHX Text
UPSTREAM SIDE OF SKIN PLATE
AutoCAD SHX Text
TYPICAL SKIN PLATE ANODE
AutoCAD SHX Text
TYP
AutoCAD SHX Text 38"
AutoCAD SHX Text NOTE: ALL ANODE PROTECTORS SHALL BE 6" SCHEDULE 40 STEEL PIPE WITH 6" FRP PIPE CAPS. ALL PIPE INTERIORS MUST BE PAINTED.
AutoCAD SHX Text 6" FRP PIPE CAP. A WATER TIGHT SEALING COMPOUND IS TO BE USED ALL AROUND THREADS.
AutoCAD SHX Text
6" SCHEDULE 40 STEEL PIPE, 8" LENGTH.
AutoCAD SHX Text
PIPE THREADED TO RECEIVE PIPE CAP. (SEE NOTE BELOW)
AutoCAD SHX Text
COVER WITH CAP AND MASTIC
AutoCAD SHX Text
TYP
AutoCAD SHX Text 14"
AutoCAD SHX Text
UPSTREAM SIDE OF SKIN PLATE
AutoCAD SHX Text
TYPICAL SKIN PLATE REFERENCE CELL
AutoCAD SHX Text
2" TO 6" THREAD-O-LET WELDED TO 6" SCHEDULE 40 PIPE.
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
6" SCHEDULE 40 STEEL PIPE, 8" LENGTH.
AutoCAD SHX Text
2" TO 6" THREAD-O-LET WELDED TO 6" SCHEDULE 40 PIPE.
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
TYPICAL ANODE CROSS SECTION - SIDE VIEW
AutoCAD SHX Text
TYPICAL REFERENCE CELL CROSS SECTION - SIDE VIEW
AutoCAD SHX Text 1.125" DIA. +0.0/-0.062 FEED THROUGH HOLE THRU SKIN PLATE FOR ANODE ASSEMBLY PENETRATION; PENETRATION TO RECEIVE WATER TIGHT SEALING COMPOUND.
AutoCAD SHX Text
(6) 1/2" - 13 X 1.25" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE SHEET CP102 & CP103 FOR BOLT LOCATIONS.
AutoCAD SHX Text 1.125" DIA. +0.0/-0.062 FEED THROUGH HOLE THRU SKIN PLATE FOR ELECTRODE ASSEMBLY PENETRATION; PENETRATION TO RECEIVE WATER TIGHT SEALING COMPOUND.
AutoCAD SHX Text
(4) 1/2" - 13 X 1.0" (BEFORE WELDING) MOUNTING STUDS SURFACE WELDED TO SKIN PLATE; SEE SHEET CP102 & CP103 FOR BOLT LOCATIONS.
AutoCAD SHX Text
UPSTREAM SIDE OF SKIN PLATE
AutoCAD SHX Text
1. PREHEAT ALL GATE AREAS, THAT WILL BE WELDED, TO 175 DEGREES FAHRENHEIT BEFORE WELDING. 2. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED BY OTHERS. 3. ALL STUDS SHALL BE HIGH STRENGTH STRUCTURAL CARBON STEEL, ALONG WITH WASHERS AND NUTS. 4. TYPICAL FOR ALL THREADED AREAS: COAT WITH WATER TIGHT SEALING COMPOUND TO KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY OTHERS. 5. SKIN PENETRATIONS: FILL WITH WATER TIGHT SEALING COMPOUND TO KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY OTHERS.
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D A
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
SKIN PLATE
3/8"
FCM
W10X60 FCM
W10X60
C H
A N
N E L S
ID
ER
E
C E S S S
ID
E
FCM
W10X60
FCM
W10X60
FCM
W10X60
FCM
W10X60
TYP
PL10"X14"X1/2"
'-5 /1
ARC LENGTH
CLGIRDER
CLGIRDER
RIB BELOW
VERTICAL SKIN PL
5/8" GUSSET
PL TYP FCM
FCM
W10X60
'- 8 /1
" T
O O
U T S
ID
E F
A C
E O
F S
K
IN
P
L A T E
PLATE 19 PLCS
3/8" STIFFENER
' 2 /8
DIAGONAL STRUT
BELOW, SEE 3/S-505
BELOW SEE 3/S-505
DIAGONAL STRUT
DIAGONAL STRUT
BELOW SEE 3/S-505
BELOW SEE 3/S-505
DIAGONAL STRUT
BUILT UP CURVED GIRDERS
PL 5/8"X24" HOR. WEB FCM
PL 7/8"X11 VER. FLANGE FCM
CENTERED IN GIRDER WEB
TYP 8 LOCATIONS
FCM
W8X40
FCM
W8X40
SEE 3/S-505
DIAGONAL STRUT
36'-3 3/4"
W10X60
FCMFCM
W10X60
SEE S-204
CHANNEL SIDE ONLY
FENDER ASSEMBLY
60°
60°
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
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A N
S D
IS
T R
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N U
P P
E R H
O R
IZ
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R A
M
S-101
N T
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T R
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T U
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C A
T F
IS
H P
O
SCALE: 3/8" = 1'-0"
G
H D
C M
G T
C
H A
R R
IS
FRAME GATE #1
PLAN - UPPER HORIZONTAL
G A
T E
S -1
V
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H -5 -0 /1
P O
R T
L A
N D O
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G O
N
P O
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L A
N D D
IS
T R
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T
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M
H A
N S
O N P .E
G E
C D
M D
H
IF COST EFFECTIVE.
2. ACCEPTABLE TO INCREASE ALL 7/8" THICK PLATES TO 1" THICK
1. WALKWAY ASSEMBLY NOT SHOWN FOR CLARITY. SEE S-507.
W P -1
-B -0
S-501
S-501
S-501
S-501
S-501
S-501
A
A
SECTION
SCALE: 3/8" = 1'-0"
S-503
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D B
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P L
O T S
C A
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
SKIN PLATE
3/8"
FCM
W10X60
FCM
W10X60
C H
A N
N E L S
ID
E
R E
C E S S S
ID
E
FCM
W10X60
FCM
W10X60
FCM
W10X60
'-5 /1
ARC LENGTH
BUILT UP VERTICAL ELEMENT
PL 5/8"X24" WEB
PL 7/8"X11" FLANGE
'- 8 /1
" T
O O
U T S
ID
E F
A C
E O
F S
K
IN
P
L A T E
5/8" GUSSET
PL TYP FCM
DIAGONAL STRUT
BELOW SEE 3/S-505
BELOW SEE 3/S-505
DIAGONAL STRUT
CENTERED IN GIRDER
WEB TYP 8 LOCATIONS
W8X40
VERTICAL
ELEMENT
FCM
FCM
VERTICAL ELEMENT
W8X40
ELEMENT FCM
W8X40 VERTICAL
W8X40
VERTICAL
ELEMENT
FCM
BUILT UP VERTICAL ELEMENT
PL 5/8"X24" WEB FCM
PL 7/8"X11" FLANGE FCM
BUILT UP VERTICAL ELEMENT
PL 5/8"X24" WEB FCM
PL 7/8"X11" FLANGE FCM
BUILT UP CURVED GIRDERS
PL 5/8"X24" HOR. WEB FCM
PL 7/8"X11" VER. FLANGE FCM
'-2 /8
DIAGONAL STRUT
SEE 3/S-505SEE 3/S-505
DIAGONAL STRUT
36'-3 3/4"
°6
60°
60°
FENDER ASSEMBLY
CHANNEL SIDE ONLY
SEE S-204
SKIN PL RIB
WT9X23 VERTICAL
/1
/2
A R
M Y C
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P S O
F E
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IN
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W O
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A N
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T R
IC
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L S
T R
U C
T U
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C A
T F
IS
H P
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IN
T W
P -1
-B -0
S
H A
R R
IS
G
H D
C M
G T
S-102
P L
A N L
O W
E R H
O R
IZ
O N
T A
L F
R A
M E
SCALE: 3/8" = 1'-0"
G A
T E
FRAME GATE #1
PLAN - LOWER HORIZONTAL
S -1
V
X .d g n
VOLUME 1
H -5 -0 /2
NOTES:
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
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M
H A
N S
O N P .E
G E
C D
M D
H
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
IF COST EFFECTIVE.
1. ACCEPTABLE TO INCREASE ALL 7/8" THICK PLATES TO 1" THICK
S-502
S-502
S-502
S-502
S-502
B
S-504
S-502
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C A
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
CL
HINGE
SKIN PLATE
3/8"
ROLLER ASSEMBLY
STIFFENER PL 3/8"
34'-8 1/16 "
W10X60
FCM
EL 3.30' TOP OF GATE
EL -12.62 BOTTOM OF GATE
W10X60
FCM
/1
W8X40
FCM
W8X40
FCM
W8X40
FCM
LOWER
HINGE
FCM
UPPER
HINGE
FCM
PL 24"X5/8"
FCM
PL 11"X7/8"
FCM
PL 24"X5/8"
FCM
PL 24"X5/8"
FCM
PL 11"X7/8"
FCM
STIFFENER PL 3/8"
TYP (4) EQUALLY
SPACED
BETWEEN TOP
AND BOTTOM
W10X60'S
33'-0 1/8 "
17'-8 15/16 "1'-8 1/8 "
/1
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
H D
C M
G T
C
H A
R
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
E
V A
T
IO
N C
H A
N N
E L T
R U
S S
SCALE: 1/2" = 1'-0"
S-201
G A
T E
ELEVATION CHANNEL TRUSS GATE #1
S -2
V
X .d g n
VOLUME 1
H -5
/4
A R
M Y C
O R
P S O
F E
N M
H A
N S
O N P .E
G E
C D
M D
H
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
P O
R T
L A
N D D
IS
T R
IC
R T
L A
N D O
R E
G O
N
IF COST EFFECTIVE.
5. ACCEPTABLE TO INCREASE ALL 7/8" THICK PLATES TO 1" THICK
4. ELEVATIONS PER NAVD88.
3. SEAL AND MECHANICAL RACK NOT SHOWN FOR CLARITY.
SEE S-204.
2. FENDER FRAME ASSEMBLY NOT SHOWN FOR CLARITY.
1. WALKWAY ASSEMBLY NOT SHOWN FOR CLARITY. SEE S-507.
W P -1
-B -0
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D A
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B M
IT
T E
D B
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P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
EL 3.30' TOP OF GATE
CL
HINGE
STIFFENER PL 3/8"
W10X60
FCM
ROLLER ASSEMBLY
W10X60
FCM
EL -12.62' BOTTOM OF GATE
33'-0 1/8 "
WT9X23
VERTICAL SKIN
PL RIB BEYOND W8X40
FCM
W8X40
FCM
PL 24"X5/8"
FCM
PL 11"X7/8"
FCM
PL 24"X5/8" FCM
PL 11"X7/8"
FCM
W8X40
FCM
UPPER
HINGE
FCM
LOWER
HINGE
FCM
/1
PL 11"X7/8" FCM
PL 24"X5/8" FCM
SKIN
PLATE
STIFFENER PL 3/8"
TYP (4) EQUALLY
SPACED
BETWEEN TOP
AND BOTTOM
W10X60'S
1'-8 1/8 "17'-8 15/16 "
34'-8 1/16"
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
H D
C M
G T
C
H A
R
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
E
V A
T
IO
N R
E C
E S
S T
R U
S S
SCALE: 1/2" = 1'-0"
S-202
G A
T E
ELEVATION RECESS TRUSS GATE #1
NOTES:
H S -2
V
X .d g n
VOLUME 1
H -5 -0 /5
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
M
H A
N S
O N P .E
G E
C D
M D
H
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
IF COST EFFECTIVE.
4. ACCEPTABLE TO INCREASE ALL 7/8" THICK PLATES TO 1" THICK
3. ELEVATIONS PER NAVD88.
2. SEALS AND MECHANICAL RACK NOT SHOWN FOR CLARITY.
1. WALKWAY ASSEMBLY NOT SHOWN FOR CLARITY. SEE S-507.
W P -1
-B -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
30° 30°
CL
SKIN PLATE
ARC LENGTH
ARC L
ENGTH
ARC LENGTH
SKIN
PLATE
E X
T E
R
IO
R F
A C
E
K
IN
P
L T
O C
E N
T E
R L
H
IN
G E
E X
T E
R
IO
R F
A C
E O
F
G
IR
D E
R F
L A
N G
E T
O
C E
N T E
R L
IN
E O
F H
IN
G E
CL
CL
5/8" GUSSET
PL FCM
W10X60
FCM
W10X60
FCM
W10X60
FCM
(8) W T9X2
3 RIB
S EQUALLY SP
ACED
(8) WT9X23 RIBS
EQUALLY SPACED
W10X60
FCM
CL CL
'-8 /1
R
/1
R
DIAGONAL STRUT
SEE 3/S-505
DIAGONAL STRUT
SEE 3/S-505
BUILT UP VERTICAL ELEMENT
PL 5/8"X24" WEB FCM
PL 7/8"X11 FLANGE FCM
BUILT UP CURVED GIRDERS
PL 5/8"X24" HOR. WEB FCM
PL 7/8"X11 VER. FLANGE FCM
BUILT UP VERTICAL
ELEMENT
PL 5/8"X24" WEB FCM
PL 7/8"X11 FLANGE FCM
BUILT UP VERTICAL ELEMENT
PL 5/8"X24" WEB FCM
PL 7/8"X11 FLANGE FCM
5/8"
GUSSET
PL FCM
IN GIRDER WEB TYP 8 LOCATIONS
36'-3 3/4"
5/8" GUSSET
PLATE FCM
FENDER
ASSEMBLY
SEE S-204
17'-9 1/2 " 17'- 9 1/
2"
/8
CLOF GIRDER
/1
CLOF GIRDER
" SKIN PLATE SHOWN
IN PHANTOM LINE
3/8" STIFFENER PL
TYP AT EACH RIB
PL GIRDER WEB
PL GIRDER
FLANGE
PL GIRDER
FLANGE
3/8" STIFFENER PL
TYP AT EACH RIB
PL GIRDER WEB
VERTICAL FLANGE
GUSSET PL
BEYOND
TENSION BRACE
CONNECTION
PL
VERTICAL WEB
WT9X23 TYP
DIAGONAL STRUT
SEE 3/S-505
EL -12.62' BOTTOM OF SKIN PL
EL 3.30' TOP OF SKIN PL
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
IN
T W
P -1
-B -0
S-203
H D
C M
G T
SCALE: 1/2" = 1'-0"
SKIN PLATE FRAMING ELEVATION
C
H A
R R
IS
E L E
V A
T
IO
N S
K
IN
P
L A
T E F
R A
M
IN
G
G A
T E
S -2
V
X .d g n
VOLUME 1
H -5 -0 /6
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
M
H A
N S
O N P .E
G E
C D
M D
H
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
MEMBER REQUIREMENTS.
2. REFER TO SPECIFICATION SECTION C1 FOR CAMBERED
IF COST EFFECTIVE.
1. ACCEPTABLE TO INCREASE ALL 7/8" THICK PLATES TO 1" THICK
A
A
SECTION
SCALE: 1/2" = 1'-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
W10X54W10X54
W10X54 W10X54
1'-9 15/16 " 11'-2"
3'-1 1/16 " 8 SPACES @ 3'-7" = 28'-8"
TYP
T
Y P
CLCL 17'-3 5/8 "
28'-5 5/8 "
32'-8 1/2 "
CL CL
CL 2'-4 15/16 "
MARINE TIMBER
8X12 PLASTIC COMPOSITE
W10X54
CONTINUOUS
W10X54
CONTINUOUS
W10X54
CONTINUOUS
W10X54
CONTINUOUS
W10X54
CONTINUOUS
W10X54
CONTINUOUS
MARINE TIMBER
8X12 PLASTIC COMPOSITE
4 1/2"
/2
T Y
P
1'-9 15/16 " 2'-4 15/16 "
W10X54
W10X54
CJP TYP
FLANGE/
FLANGE
CL
8X12 PLASTIC
COMPOSITE
MARINE TIMBER
GATE ELEMENTS NOT
SHOWN FOR CLARITY
3" 3"
CL CL
PL 1/2"X12"X12"
W/ STD. NUT AND WASHER
7/8" GUSSET PL
TOP AND BOTTOM
TYP
WEB TO WEB
W10X54
7"
11 13/16 "
6 5/16 "
W10X54
INSET 3/4" BOLTS W/ LOCK
WASHER AND NUT, TYP
8X12 PLASTIC
COMPOSITE
MARINE TIMBER
R1 1/2" TYP
2.5
7/8" GUSSET PL
TOP AND BOTTOM
PL 1/2"X12"X12"
W/ STD. NUT AND WASHER
TYP ALL
WEB CONN
HORIZ TRUSS ELEMENT NOT
SHOWN FOR CLARITY
/2
2 1/2 "
BRACKET TO VERT
W10X54 FLANGE
CJP TYP
UNO
4"X3"X1/2"X0-6" LLV
MOUNTING BRACKET
W10X54
W10X54
W10X54
/1
/1
/1
CL
CL
MARINE TIMBER
COMPOSITE
8X12 PLASTIC
G A
T E
G A
T E
G A
T E
G A
T E
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
IN
T W
P -1
-B -0
S
H A
R R
IS
G E
C D J R
S-204
S -2
V
X .d g n
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
SCALE: 1/2" = 1'-0"
F E
N D
E R A
S S
E M
B L
Y
ELEVATION - FENDER
M
H A
N S
O N P .E
G E
C D
M D
H
H -5 -0 /1
GATE LEAF FOR GATE #1, #2 AND #3.
2. FENDER ASSEMBLY OCCURS ON THE CHANNEL SIDE OF EACH
APPLICATION.
1. ALL BOLT HOLES SHALL BE DRILLED PRIOR TO PAINT
B
SECTION
SCALE: 1/2" = 1'-0"
A
SECTION
SCALE: 1/2" = 1'-0"
A
B
CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"
CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"
CONNECTION DETAIL TYP
SCALE: 1 1/2" = 1'-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
HORIZ TRUSS
ELEMENT FCM
/1
CL
CL
CL
R 6"
TYP
GUSSET PL
FCM
6"R
STRUT NOT SHOWN
FOR CLARITY
GUSSET PL
TOP AND BOTTOM
FCM
PL GIRDER
FLANGE FCM
CL
HORIZ TRUSS
ELEMENTS FCM
R 12"
7/8" VERTICAL
FLANGE
/1
T Y
P
CLCL
SKIN PL
PL GIRDER
WEB FCM
CL
60°
3/8" STIFFENER PL
R6"
CL
RACK ASSY
SEE M-500
HORIZ TRUSS
ELEMENT FCM
VERT TRUSS
ELEMENT FCM
/1
CL
CL
CL
R 6"
TYP
GUSSET PL
FCM
CL
STRUT
NOT SHOWN
FOR CLARITY
6"R
FENDER
STUB
FENDER ASSEMBLY
PER S-204
HORIZ TRUSS
ELEMENT FCM
HORIZ TRUSS
ELEMENT FCM
VERT TRUSS
ELEMENT
BELOW FCM
VERT TRUSS
ELEMENT
BELOW FCM
SEE M-505 FOR
HINGE CASTING
AND ASSEMBLY
60°
GUSSET PL
T & B FCM
3/8" STIFFENER PL
PL GIRDER
WEB FCM
SKIN
PL
CL
R 1 1/2"
CL
/1
"PL GIRDER
FLANGE FCM
HORIZ TRUSS
ELEMENT FCM
5/16 "
CONT PL 3/8"x5"
W/ 3/8" STIFFENERS
STRUT CONN
PL BELOW
TYP
6" R
R 6"
RACK ASSY
SEE M-500
GUSSET PL
T & B FCM
3/8" STIFFENER PL
CL
R 1 1/2"
HORIZ TRUSS
ELEMENT FCM
5/16 "
SKIN
PL
PL GIRDER
WEB FCM
PL GIRDER
FLANGE FCM
/1
HORIZ FENDER
FRAME ELEMENT
W10X54
5/16 "
PL GIRDER
WEB FCM
CJP TYP UNO
3 1/2 "
STRUT CONN
PL BELOW
CONT VERT
PL 3/8"X14"
6" R
R 6"
CJP
SEE NOTE RACK ASSY
SEE M-500
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
H A
R
S-501
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
IN
T W
P -1
-B -0
H D
C M
S -5
V
X .d g n
H -0 /7
S H
E E
T
C O
N N
E C
T
IO
N D
E T
A
IL
S
NOTES:
S-101V1
S-101V2
S-101V1
S-101V2
S-101V1
S-101V2
S-101V1
S-101V2
SIM
SIM
S-101V1
S-101V2
S-101V1
S-101V2
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
M
H A
N S
O N P .E
G E
C D
M D
H
CALLOUTS.
3. REFERENCE INDICATED SECTIONS FOR ADDITIONAL WELD
2. FENDER ASSEMBLY PER S204V1.
1. STRUTS NOT SHOWN FOR CLARITY.
SIM
OF THE SKIN PL W/MIN INSIDE RADIUS OF 1.75"X PL THICKNESS
NOTE: CONTRACTOR OPTION TO BEND 14" "NOSE"
DETAIL - TOP PLATE GIRDER ASSEMBLY
SCALE: 1 1/2" = 1'-0"
C
S-503
UPPER TRUSS PLAN
DETAIL - RECESS SIDE
SCALE: 1 1/2" = 1'-0"
UPPER TRUSS PLAN
DETAIL - CHANNEL SIDE
SCALE: 1 1/2" = 1'-0"
F
S-503
C
S-504
C
S-503
D
S-503
D
S-503
DETAIL - TOP HINGE
SCALE: 1 1/2" = 1'-0"
A
S-503
UPPER TRUSS CONNECTION
PLAN - CHANNEL SIDE
SCALE: 1 1/2" = 1'-0"
UPPER TRUSS CONNECTION
PLAN - RECESS SIDE
SCALE: 1 1/2" = 1'-0"
A
S-503
S-505
S-506
C
S-504
B
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
CL
CL
CL
HORIZ TRUSS
ELEMENTS FCM
GUSSET PL
TOP AND BOTTOM
FCM
R 12"
CL
PL GIRDER
FLANGE FCM
/1
T Y
P
SKIN PL
PL GIRDER
WEB FCM
60°
CL
R 6"
VERTICAL
WEB
VERTICAL
FLANGE
STRUT
CONNECTOR PL
EACH SIDE. SEE NOTE 1
RACK ASSEMBLY
SEE M-500
R 6"
TYP
/1
GUSSET PL
FCM
R 6"
TYP
HORIZ TRUSS
ELEMENT FCM
VERT TRUSS
ELEMENT FCM
CL
CL
CL
CL
CL
STRUT
CONNECTION PL
FENDER ASSEMBLY
SEE S-204
HORIZ TRUSS
ELEMENT FCM
HORIZ TRUSS
ELEMENT FCM
R 6"
VERT TRUSS
ELEMENT FCM
VERT TRUSS
ELEMENT FCM
60°
CL
CL
SEE MECHANICAL SHEETS
FOR HINGE CASTING
AND ASSEMBLY
GUSSET PL
T & B FCM
1/2" STIFFENER PL
CL
HORIZ TRUSS
ELEMENT FCM
SKIN
PL
PL GIRDER
WEB FCM
PL GIRDER
FLANGE FCM
R 6"
ROLLER ASSY
BELOW
CL
VERTICAL WEB CENTERED
ON ROLLER ASSEMBLY
3 1/2"
CONT VERT
PL 3/8"X14"
HORIZ FENDER
FRAME ELEMENT
W10X54
60°
R 1 1/2"
THRU BOLTS
TO ROLLER
ASSEMBLY BELOW
CJP
SEE NOTE
GUSSET PL
T & B FCM
1/2" STIFFENER PL
PL GIRDER
WEB FCM
CL
CONT PL 3/8"x5"
W/ 3/8" STIFFENERS
CL
PL GIRDER
FLANGE FCM
HORIZ TRUSS
ELEMENT FCM
CL
ROLLER ASSEMBLY
BELOW
R 6"
R 6"
VERTICAL WEB
CENTERED ON
ROLLER ASSEMBLY
FCM
SKIN
PLRACK ASSEMBLY
SEE M-500
THRU BOLTS TO
ROLLER ASSY
BELOW
R 6"
TYP
/1
GUSSET PL
FCM
R 6"
TYP
HORIZ TRUSS
ELEMENT FCM
CL
CL CL
CL
STRUT
CONNECTION PL
VERTICAL TRUSS
ELEMENT FCM
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
H A
R
S-502
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
H D
C M
G
S -5
V
X .d g n
H -0 /8
S H
E E
T
C O
N N
E C
T
IO
N D
E T
A
IL
S
S-102
S-102V1
S-102V2
S-102V1
S-102V2
S-102V1
S-102V2
S-102V1
S-102V2
S-102V1
S-102V2
SIM
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
M
H A
N S
O N P .E
G E
C D
M D
H
SIM
3. REFERENCE INDICATED SECTIONS FOR WELD CALLOUTS.
2. FENDER ASSEMBLY PER S204.
1. DIAGONAL STRUTS NOT SHOWN FOR CLARITY.
W P -1
-B -0
OF THE SKIN PL W/MIN INSIDE RADIUS OF 1.75"X PL THICKNESS
NOTE: CONTRACTOR OPTION TO BEND 14" "NOSE"
DETAIL - BOTTOM PLATE GIRDER ASSEMBLY
SCALE: 1 1/2" = 1'-0"
LOWER TRUSS PLAN
DETAIL - CHANNEL SIDE
SCALE: 1 1/2" = 1'-0"
LOWER TRUSS PLAN
DETAIL - RECESS SIDE
SCALE: 1 1/2" = 1'-0"
E
S-504
D
S-504
E
S-504
A
S-504
D
S-503
C
S-504
LOWER TRUSS CONNECTION
PLAN - CHANNEL SIDE
SCALE: 1 1/2" = 1'-0"
DETAIL - BOTTOM HINGE
SCALE: 1 1/2" = 1'-0"
LOWER TRUSS CONNECTION
PLAN - RECESS SIDE
SCALE: 1 1/2" = 1'-0"
D
S-504
S-505
F
S-504
F
S-504
C
S-504
S-506
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
GUSSET PL
TYP TOP AND
BOTTOM FCM
HORIZ TRUSS
ELEMENT FCM
TYP ALL
STIFFENER
CONNECTIONS
PL GIRDER
FLANGE FCM
CL
/1
R 1 1/2"
TYP
3/8" STIFFENER PL
CJP TYP ALL
FCM WELDS
CL
SKIN PL
PL GIRDER
WEB FCM
T Y
P
VERT FLANGE
FCM
VERT WEB
FCM
5/16 " 5 /1
3/8" STIFFENER PL
TYP ALL
STIFFENER
CONNECTIONS
PL GIRDER
FLANGE FCM
CL
GUSSET PL
TYP TOP AND
BOTTOM FCM
TYP AT BRACE
CONNECTION PL
HORIZ TRUSS
ELEMENT FCM
R 1 1/2"
TYP
SKIN PL
PL GIRDER
WEB FCM
CL
CJP TYP ALL
FCM WELDS
STRUT
CONNECTION PL
T Y
P
VERT FLANGE
FCM
VERT WEB
FCM
5/16 "
3/8" STIFFENER PL
/1
TYP
/2
SKIN PL
PL GIRDER WEB
FCM
PL GIRDER
FLANGE FCM
CJP
TYP ALL
STIFFENER
CONNECTIONS
CJP
VERTICAL WT RIB
3/8" STIFFENER PL
R 1 1 /2"
CLCL
TYP ALL RIB
CONNECTIONS
T Y
P
5/16 "
SKIN PL
3/8" STIFFENER PL
WRAP AROUND
TO BACK SIDE
/1
TYP CONNECTION
PL TO PRIMARY
ELEMENTS
PL GIRDER
WEB FCM
CL
5/16 "
LA
P
4" M
IN
STRUT
SEE 3/S-505
1/2"x10"x14" STRUT
CONNECTION PL
VERT WEB
FCM
WRAP AROUND
TO BACK SIDE
VERT TRUSS
ELEMENT FCM
TYP CONNECTION
PL TO PRIMARY
ELEMENTS
4" M
IN LAP
GUSSET PL
FCM
R 1 1/2"
TYP
CJP TYP AT GUSSET PL
TO FLANGE CONNECTIONS
HORIZ TRUSS
ELEMENT FCM CJP TYP AT ALL
FCM WELDS
HORIZ TRUSS
ELEMENT
5/8" STIFFENER PL
SEE S-505
STRUT
SEE 3/S-505
STRUT
CONNECTION PL
CL
CL
CL
TOP HORIZ TRUSS
ELEMENT FCM
/2
1 1/2 "
2'-10 1/2"
/1
R 12"
R 6"
5/8" STIFFENER PL
EA SIDE SEE S-505
5/8" STIFFENER PL
EA SIDE SEE S-505
VERTICAL TRUSS
ELEMENT FCM
1/2" GUSSET PL FCM
DIAG TRUSS
ELEMENT FCM
PL EACH SIDE OF
GUSSET TO MATCH
DIAGONAL FLANGE PL
FCM
5/16 "
TOP HINGE ASSEMBLY FCM
SEE MECHANICAL SHEETS
CJP TYP AT ALL
FCM WELDS UNO
/1
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
H A
R
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
H D
C M
S -5
V
X .d g n
H -0 /9
S H
E E
T
C O
N N
E C
T
IO
N D
E T
A
IL
S
S-101V1
S-101V2
S-101V1
S-101V2
S-501
S-501
S-501
S-501
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G O
N
P O
R T
L A
N D D
IS
T R
IC
T
M
H A
N S
O N P .E
G E
C D
M D
H
S E
C T
O R G
A T
E R
E P
L A
C E
M E
N T
NOTE: FENDER ASSEMBLY NOT SHOWN AT SIM
W P -1
-B -0
B
ELEVATION - UPPER DIAGONAL CONNECTION
SCALE: 1 1/2" = 1'-0"
D
VERT PLATE ELEMENT
SECTION- TOP OF GATE AT
CLARITY
TENSION BRACE NOT SHOWN FOR
NOTES: INVERSE AT SIM,
SCALE: 1 1/2" = 1'-0"
E
AT RIB
SECTION- TOP OF GATE
SCALE: 1 1/2" = 1'-0"
F
CENTER VERT PLATE ELEMENT
SECTION- TOP OF GATE AT
SCALE: 1 1/2" = 1'-0"
A
CONNECTION
SECTION - UPPER STRUT
SCALE: 1 1/2" = 1'-0"
C
CONNECTION AT SKIN PLATE
SECTION - UPPER STRUT
SCALE: 1 1/2" = 1'-0"
S-505 1
S-505
S-505
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
WRAP AROUND
TO BACK SIDE TYP
4" M
IN
L
A P T
Y P
PL GIRDER WEB
FCM
SKIN PL
R 1 1/2"
TYP
3/8" STIFFENER PL
CONN PL TO
PRIMARY
ELEMENTS TYP
STRUT
SEE 3/S-505
STRUT
CONNECTION PL
VERT WEB
FCM
BOTTOM OF SKIN PL
5/8" STIFFENER PL
EA SIDE
CL
CL
CL
CL
R 12"
1 1/2 "
/2
CL
CL
R 6"
/1
HORIZ TRUSS
ELEMENT FCM
VERT TRUSS
ELEMENT FCM
5/16 "
1/2" GUSSET
PL FCM
DIAG TRUSS
ELEMENT FCM
34 9/16 "
R 1 1/2"
TYP
PL EACH SIDE OF
GUSSET TO MATCH
DIAG FLANGE PL
FCM
CJP TYP AT
ALL FCM WELDS
5/8" STIFFENER
PL EA SIDE
SEE S-505
CL
VERTICAL WT RIB
3/8" STIFFENER PL
5/16 "
CJP
1 1/2 "
R
PL GIRDER
FLANGE FCM
TYP ALL
STIFFENER
CONNECTIONS
WT RIB FLANGE
TO PL GIRDER WEB
CJP
PL GIRDER WEB
FCM
SKIN PL
/1
5/16 "
3/8" STIFFENER PL
1" TYP
TYP
T Y
P
VERT TRUSS
ELEMENT FCM
TYP CONNECTION
PL TO PRIMARY
ELEMENTS
R 1 1/2"
TYP
HORIZ TRUSS
ELEMENT FCM
5/8" STIFFENER PL
SEE S-505
WRAP AROUND
TO BACK SIDE
GUSSET PL
FCM
CJP TYP AT ALL
FCM WELDS
HORIZ TRUSS
ELEMENT FCM
4" M
IN LAP
STRUT
SEE 3/S-505
STRUT
CONNECTION PL
1/2" STIFFENER PL
EA SIDE OF
ROLLER ASSEMBLY
NUT AND WASHER W/ 1/2"
SPACER TYP (4) LOCATIONS
STD NUT AND WASHER
TYP (2) LOCATIONS
CL
HORIZ TRUSS
ELEM BEYOND
CL
5/16 "
1/2 " GAP
ROLLER ASSEMBLY
AND HOUSING PER M-504
3 1/2 "
1/2" STIFFENER PL
TYP (2) LOCATIONS
TYP (2) LOCATIONS
1/2 "
GAP
GIRDER WEB
FCM
GIRDER FLANGE FCM
VERT WEB FCM
VERT
FLANGE FCM
1'-3 1/4"
ROLLER ASSY
AND HOUSING
PER M-504
1/2 "
GAP
/2
SPACER
TYP ALL
VERT WEB
CONNECTIONS
SKIN PL
GIRDER
WEB
CL
/1
5/16 "
BOLTS W/STD NUT
AND WASHER
TYP (2) LOC
1/2" STIFFENER PL
EA SIDE OF VERT WEB
STD NUT AND WASHER
TYP (2) LOCATIONS
NUT AND WASHER W/ 1/2"
SPACER TYP (4) LOCATIONS
CL
TYP ALL
STIFFENER
CONNECTIONS
1/2" STIFFENER PL ALIGN W/
BOTH ENDS OF ROLLER
ASSEMBLY
VERT
FLANGE FCM
GIRDER
FLANGE FCM
VERT WEB FCM
/1
/2
U .S
A R
M Y C
O R
P S O
F E
N
P O
R T
L A
N D O
R E
G
R T
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
H A
N S
O N P .E
C
H A
R R
IS
G E
C D
M
S-504
C T
O R G
A T
E R
E P
L A
C E
M E
N T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H P
O
H D
C M
S -5
V
X .d g n
H -0 /1
S-502
S-102V1
S-102V2
S-502
S-502
S-502
S H
E E
T
C O
N N
E C
T
IO
N D
E T
A
IL
S
TYP
S-502
W P -1
-B -0
SEE S-204
NOTE: FENDER ASSEMBLY NOT SHOWN FOR CLARITY
D
SECTION
SCALE: 1 1/2" = 1'-0"
E
SECTION
SIM
FENDER FRAME NOT PRESENT AT
NOTE: GIRDER EXTENSION AND
SCALE: 1 1/2" = 1'-0"
B
GATE AT RIB
SECTION - BOTTOM OF
SCALE: 1 1/2" = 1'-0" C
GIRDER CONNECTION
ELEVATION - LOWER DIAGONAL
SHOWN AT SIM
NOTE: FENDER ASSY STUB NOT
SCALE: 1 1/2" = 1'-0"
F
CONNECTION
SECTION - LOWER STRUT
SCALE: 1 1/2" = 1'-0"
A
CONNECTION AT SKIN PLATE
ELEVATION - LOWER STRUT
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
SKIN PLATE
TOP OF GATE EL 3.3'
RACK EL 2.3'
STEEL BAND
PL 1/2"X12"
STEEL BAND
TO SKIN PL
PL GIRDER
WEB FCM CL
RACK, RACK BRACKET
AND THRU BOLTS PER
SHEET M-500
VERTICAL WT RIB
WHERE OCCURS
PRIMER ONLY (NO EPOXY)
BETWEEN FAYING SURFACES
WF MEMBER
TYP
5/16 "
R 1 1/2" TYP
TYP
5/8" STIFFENER
PL TYP UNO SEE
NOTE 1 & 2
5/16 "
/1
/1
SKIN
PL
R 1 1/2"
3 1/2 "
TYP ALL STIFFENER
CONNECTIONS
CONTIN…
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