A02_-_FINAL_PLANS.pdf
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- Saylorville Lake Bulkheads Federal contract opportunity
- Solicitation number
- W912EK19R0010
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PLAN SET INDEX
BULKHEAD
PICK-UP BEAM
DESCRIPTIONPLAN SET ID
TYPICAL BULKHEADS & TOP BULKHEAD
BULKHEAD PICK-UP BEAM
STORAGE RACK BULKHEAD STORAGE RACK
C O
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SOLICITATION
CONTROL TOWER BULKHEAD
INDEX & DRAWING LAYOUT
Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATEDATE
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
SHEET ID
A
B
C
D
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2 3 4 5 6 7 8 9 10
W912EK-19-R-0010
W E
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JANUARY 2019
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S-101
Sheet ID
SEQUENCIAL NUMBER
SHEET TYPE DESIGNATIONS
ELECTRICAL, CIVIL, ARCHITECTIAL, ETC.)
DISCIPLINE (STRUCTURAL, MECHANICAL,
SHEET TYPE DESIGNATORS
DRAWING SET LAYOUT
PHOTOGRAPHS)
9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,
CATEGOIES)
8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)
7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
6 - SCHEDULES AND DIAGRAMS
5 - DETAILS
OR SECTIONS THAT ARE NOT DETAILS)
4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS, STAIR SECTIONS,
3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)
2 - ELEVATIONS (VERTICAL VIEWS)
1 - PLANS (HORIZONTAL VIEWS)
0 - GENERAL (SYMBOLS LEGEND, NOTES, ETC.)
PLAN SET
SHEET NUMBER WITHIN PLAN SET
PLAN SET
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NUMBER OF THE SHEET.
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIALF.
SHEET TYPE DESIGNATORS ARE SHOWN ON THIS SHEET.
WHICH FOLLOWS THE NATIONAL CAD STANDARDS.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR,E.
FOR EVERY SHEET, BUT IN GENERAL FOLLOWS THIS CONCEPT.
DETAILS ON S-510. THIS DOES NOT NECESSARILY HOLD TRUE
S-110, THEN THE SECTIONS ARE SHOWN ON S-310 AND
NUMBERS. FOR EXAMPLE, IF A FABRICATION IS SHOWN ON
ARE BROKEN DOWN FURTHER BASED ON SHEET SEQUENCIAL
WITHIN EACH SUBCOMPONENT, INDIVIDUAL FABRICATIONS
SET REFERENCE ARE LISTED IN THE TABLE ON THIS SHEET.
IN THAT AREA. SUBCOMPONENTS FOR EACH PLAN
AREAS OF WORK TO BETTER RELAY THE REQUIRED WORK
TO BREAK PLANS/SECTIONS/DETAILS INTO DISCERNABLE
DISCIPLINE INDICATOR. THE USE OF SUBCOMPONENTS IS
ARBITRARY LETTER IMMEDIATELY FOLLOWING THE
IS BROKEN INTO SUBCOMPONENTS, DESIGNATED BY AN
IS THE SUBCOMPONENT. THE PLAN SET REFERENCE
THE SECOND PLACEHOLDER WITHIN THE SHEET NUMBERD.
DEVELOPED BY.
THE ENGINEERING DISCIPLINE WHICH THE SHEET WAS
THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER ISC.
HAVING A SPECIFIC MEANING.
HAVE A UNIQUE SHEET NUMBER, WITH EACH PLACEHOLDER
EACH SHEET WITHIN THE PLAN REFERENCE SET WILLB.
TABLE ON SHEET GENERAL G-001.
PACKAGE. PLAN SET REFERENCES ARE LISTED IN THE
COMPONENT OF WORK DETAILED IN THE DRAWING
THE PLAN SET REFERENCE INDICATES THE MAJOR A.
THE FOLLOWING INFORMATION:
HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS
SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT
IN ORDER TO NAVIGATE THE PLAN SET, THE CONTRACTOR 3.
SUBCOMPONENT SHEETS UNDER THE PLAN REFERENCE SET.
THE PLAN SET IS DIVIDED INTO PLAN REFERENCE SETS, WITH2.
CONTRACTOR TO MORE EASILY NAVIGATE THRU THE SET.
DESCRIPTIVE OVERVIEW OF THE PLAN SET TO ALLOW THE
SET. THE INTENT OF THIS SHEET IS TO PROVIDE A
THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE PLAN1.
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AMERICAN WELD SOCIETYAWS
AVERAGEAVG
AND MATERIALS
AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
ALTERNATEALT
STEEL CONSTRUCTION
AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
ADDITIONALADDL
ANCHOR BOLTAB
DOWELDWL
DRAWINGDWG
DETAILDTL
DOWNSTREAMDS
DEAD LOADDL
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA OR Ø
DEMOLISH OR DEMOLITIONDEMO
DOUBLEDBL
DEFORMED ANCHOR STUDDAS
DEPTHD
FOOTINGFTG
FOOTFT
FRAMINGFR
FACE OF WALLFOW
FACE OF BUILDINGFOB
FOUNDATIONFND
FLOORFLR
FINISHFIN
FLOOR DRAINFD
FRACTURE CRITICAL MEMBERFCM
CONCRETE COMPRESSIVE STRENGTHf'c
ISOLATION JOINTISO JNT
INTERIORINT
INCHIN.
INSIDE FACEI.F.
INSIDE DIAMETERID
INSULATED CONCRETE FORMSICF
INTERNATIONAL BUILDING CODEIBC
IN ACCORDANCE WITHIAW
HEIGHT OR HEAT TREATHT
HORIZONTALHORIZ
HEADERHDR
HEADED ANCHOR BOLTHDAB
HEADED CONCRETE ANCHORHCA
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UNLESS NOTED OTHERWISEUNO
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JOINTJT
JOISTJST
JUNCTION BOXJBOX
KIPS PER SQUARE INCHKSI
NOT TO SCALENTS
NOMINALNOM
NUMBERNO OR #
NOT IN CONTRACTNIC
NOT APPLICABLEN/A
NEW STRUCTURAL MEMBER(N)
OPPOSITEOPP
OPENINGOPNG
OUTSIDE FACEO.F.
OUTSIDE DIAMETEROD
ON CENTEROC
POLYVINYL CHLORIDEPVC
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PROJECTPROJ
PRELIMINARYPRELIM
PRE-MOLDED JOINT FILLERPMJF
PLATEPL
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
VERIFY IN FIELDVIF
VERTICALVERT
WELDED WIRE REINFORCEMENTWWR
WEIGHTWT
WORK POINTWP
WITHOUTW/O
WITHW/
WIDTHW
SYMBOLS
AT@
MONOLITH JOINTMJ
MISCELLANEOUSMISC
MINIMUMMIN
ONE THOUSANDTH OF AN INCHMIL
MAN HOLEMH
MANUFACTURERMFR
MEMBRANEMEMB
MECHANICALMECH
MAXIMUMMAX
MATERIALMATL
MANUALMAN
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GRADEGR
GENERAL OR GENERATORGEN
GENERAL CONTRACTORGC
GRADE BEAMGB
GALVANIZEDGALV
GAUGEGA
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LONG LEG HORIZONTALLLH
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LINEAR FEETLF
POUND(S)LB, LBS OR #
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STRUCTURALSTRUCT
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REFERENCEREF
RECESSEDREC
UNIT
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RADIUSR OR RAD
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EXTERIOREXT
EXPANSION OR EXPOSEDEXP
EXISTINGEXIST
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ETCETERAETC
EQUIPMENTEQUIP
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EDGE OF SLABEOS
EDGE OF DECKEOD
ENCLOSUREENCL
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ELEVATIONEL OR ELEV
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EACH FACEEF
EACHEA
EXISTING(E)
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CORROSION RESISTANT STEELCRES
CHECKPOSTCP
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CONTINUE OR CONTINUOUSCONT
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CONCRETECONC
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CONTROL/CONSTRUCTION JOINTCJ
CAST IN PLACE CONCRETECIPC
CONCRETE EXPANSION ANCHORCEA
CAPACITYCAP
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CENTER TO CENTERC/C
C L
TYPICALTYP
TOW TOP OF WALL
TOP OF STEELTOS
TOC TOP OF COLUMN
T&B TOP AND BOTTOM
TOP OFT.O.
TEMPERATURETEMP
BETWEENBTWN
BTM BOTTOM
BS BOTH SIDES
BEARINGBRG
BP BASE PLATE
BO BOTTOM OF
BEAMBM
BUILDINGBLDG
BHN BRINNELL HARDNESS
BC BOLT CENTER
BENTB
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NOTE: NOT ALL ABBREVIATIONS USED IN THIS PLAN SET.
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PLAN SET: BULKHEAD
O&M GENERAL
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Contract:
S O
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US Army Corps
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SHEET ID
A
B
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D
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2 3 4 5 6 7 8 9 10
W E
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JANUARY 2019
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PLATES
END OF ALL WELDED
WRAP WELD AROUND
DIMENSIONAL TOLERANCESGENERAL BULKHEAD NOTES BULKHEAD WELDING NOTES
FRACTURE CRITICAL MEMBERS
SKIN PLATES4.
END FRAMES3.
LIFTING ATTACHMENT2.
HORIZONTAL GIRDERS1.
TESTING REQUIREMENTS
A N
D S
T R
U C
T U
R A
L N
O T
E S
BULKHEAD
SEE TYPICAL DETAIL BELOW.
ALL FILLET WELDS TO BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE. 17.
REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON NON-FCM TO MEET AWS D1.5 TABLE 6.4, CLASS C 16.
CLASS C REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON FRACTURE CRITICAL MEMBERS TO MEET AWS D1.5 TABLE 6.3, 15.
COST TO THE GOVERNMENT.
REPEATING OF THE HEAT TREATMENT TO BE PERFORMED AT NO ADDITIONAL
STRESS RELIEVING, REQUIRE A REPEATING OF THE HEAT TREATMENT. ANY
ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER 14.
THROUGH WELDING AND FABRICATION TECHNIQUES.
INPUT FROM COMPLETE JOINT PENETRATION WELDS AND BE ADDRESSED
EXTRA ATTENTION TO BE GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT
PERFORM WELD PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES.
IN THE SPECIFICATIONS AND SHOWN ON PLANS. THE FABRICATOR TO
FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED 13.
E70XX ELECTRODES TO BE USED FOR ALL WELDS.12.
FINISHED PRIOR TO PAINTING.
BE CLEARLY IDENTIFIED IN THE SHOP DRAWINGS, ALL FILLED HOLES TO BE
WITH THE MANUFACTURERS RECOMMENDATIONS. ALL HOLES TO BE FILLED TO
PRIOR TO PAINTING. THIS FILLER MATERIAL IS TO BE APPLIED IN ACCORDANCE
FILLED WITH AN APPROVED MATERIAL THAT IS EQUAL TO "BELAZONA 1111"
SURFACE THAT WOULD ALLOW WATER TO PASS THROUGH THE GATE TO BE
ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING 11.
OF AISC. ALL WELDS TO BE WRAPPED WITH ADJACENT FILLET.
PROCESS INTENDED AND SHAPED IN ACCORDANCE WITH THE LATEST EDITION
SUFFICIENTLY TO PERMIT WRAPPING OF ALL WELDS UTILIZING THE SAME
USE WELD ACCESS HOLES TO PREVENT THE INTERSECTION OF WELDS. SIZE 10.
PERMITTED IN AWS D1.5.
FILLET WELDS TO ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE
". 4
1STRUCTURAL WELDING CODE D1.5. NO FILLET WELDS TO BE SMALLER THAN
REQUIRED IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY,
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE IS TO BE THE MINIMUM 9.
WELDS ACCORDING TO (AWS D1.5) LATEST EDITION.
GOVERNMENT APPROVAL. ALL SPLICES TO BE COMPLETE JOINT PENETRATION
BE CLEARLY SHOWN AND CLOUDED ON THE SHOP DRAWINGS FOR
ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS TO 8.
PERFORMED PARALLEL TO THE DIRECTION OF STRESS FLOW.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING TO BE 7.
LATEST EDITION.
AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS. D1.5)
PENETRATION WELDS (CJP) IN ACCORDANCE WITH THE PROVISIONS OF THE
UNLESS OTHERWISE NOTED, ALL WELDS TO BE COMPLETE JOINT 6.
LENGTH.
WELDS. LENGTH OF WELD CALLED FOR ON THE DRAWINGS TO BE EFFECTIVE
CLEARLY DISTINGUISH THE SHOP DRAWINGS BETWEEN SHOP AND FIELD 5.
SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.
MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND TO BE
CAREFULLY CONTROL WELDING SEQUENCE AND TECHNIQUE OF WELDING TO 4.
TECHNIQUES.
SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS TO BE 3.
APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.
WELDING INFORMATION TO BE SUBMITTED BY THE CONTRACTOR FOR
SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED
WELDING SYMBOLS SHOWN ARE ADOPTED BY THE AMERICAN WELDING 2.
THE SPECIFICATIONS.
SOCIETY STRUCTURAL WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF
TECHNIQUE, WHERE APPLICABLE, TO CONFORM TO THE AMERICAN WELDING
EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND
ALL WELDING TO BE ELECTRIC ARC WELDING, USING A METHOD WHICH 1.
ULTRASONIC TESTING TO BE PERFORMED ON 100% OF ALL CJP WELDS.7.
MAGNETIC PARTICLE TESTING TO BE PERFORMED ON 100% OF ALL FILET WELDS.6.
-100% OF END FRAME TO HORIZONTAL GIRDER BUTT WELDS
RADIOGRAPHIC TESTING TO BE PERFORMED ON:5.
PROCESS.
POSSIBLE IN THE PROJECT TO ASSURE THE QUALITY OF THE PROCEDURE AND
WITH AWS D1.5 SUBSECTION 12.1. THE TESTING TO BE DONE AS EARLY AS
ALL WELDS ON FRACTURE CRITICAL MEMBERS TO BE TESTED IN ACCORDANCE 4.
DELIVERY TO THE JOB SITE.
TESTS TO BE PERFORMED IN THE FABRICATION FACILITY PRIOR TO PAINTING AND
PROPOSED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL
A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING TO BE 3.
CONTRACTING OFFICER PRIOR TO PRIMING.
100% OF ALL WELDS TO BE VISUALLY INSPECTED AND APPROVED BY THE 2.
THE FOLLOWING ARE IN ADDITION TO AWS D1.5 REQUIREMENTS.1.
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DEVIATION FROM THE REFERENCE PLANE.
INCH 16
1HAS BEEN ACHIEVED WHEN ALL 9 MEASUREMENT POINTS LIE WITHIN
BASED ON THE INITIAL OUT-OF-PLANE MEASUREMENTS. A PLUMB POSITION
PLANE AND THE 9 LOCATIONS. DETERMINE A PLAN TO PLUMB THE BULKHEAD
RECORD AND SUBMIT THE INITIAL MEASUREMENTS BETWEEN THE REFERENCE 7.
LOCATIONS MUST BE MARKED WITH A CENTER PUNCH FOR CONSISTENCY.
EACH OF THE 9 MEASUREMENT POINTS ARE LOCATED. MEASUREMENT POINT
PROCEDURE FOR MEASURING THE OUT-OF-PLANE DIMENSIONS AND WHERE
SUBMIT A PLAN FOR COR APPROVAL THAT DOCUMENTS THE METHOD AND 6.
TO THE CENTERLINE OF THE END PLATE AS POSSIBLE.
D. THE BEGINNING AND END OF EACH ROW MUST BE AS CLOSE
GIRDER.
C. THE BOTTOM ROW MUST BE LOCATED ALONG THE BOTTOM
OF THE BULKHEAD, OR AS CLOSE AS PRACTICAL.
B. THE MIDDLE ROW MUST BE LOCATED ALONG THE MID-HEIGHT
A. THE TOP ROW MUST BE LOCATED ALONG THE TOP GIRDER.
ROWS OF 3 EQUALLY SPACED POINTS ALONG THE BULKHEAD AS FOLLOWS:
BULKHEAD. THE 9 MEASUREMENT POINT LOCATIONS MUST BE LAID OUT AS 3
BETWEEN THE REFERENCE PLANE AND THE DOWNSTREAM FACE OF THE
THE BULKHEAD. THEN ESTABLISH 9 MEASUREMENT POINT LOCATIONS
ESTABLISH A REFERENCE PLANE PARALLEL TO THE DOWNSTREAM FACE OF
CONTROL DIMENSION MEASUREMENTS (1-13) IN THE CHART PROVIDED.
AFTER FINAL ASSEMBLY BUT PRIOR TO PAINTING, RECORD AND SUBMIT THE 5.
".16
1PLANE BY MORE THAN
THE SURFACES OF THE SKIN PLATE TO NOT VARY FROM A TRUE VERTICAL 4.
" FROM THE DIMENSIONS SHOWN IN THE DRAWINGS.16
1BY MORE THAN
ALL OTHER DIMENSIONS PROVIDED ON SHEETS SA002 AND SA003 TO NOT VARY 3.
IN THE DRAWINGS.
" FROM THAT CALCULATED WITH DIMENSIONS SHOWN 32
3VARY BY MORE THAN
BETWEEN THE HORIZONTAL GIRDERS BETWEEN THE END FRAMES TO NOT
TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED 2.
SUPPORTED ON BEARING SEALS.
ALL FINAL DIMENSIONS TO BE MEASURED WITH THE BULKHEAD FULLY 1.
ESTIMATED BULKHEAD WEIGHT: 4,900 POUNDS.25.
WITH THE CORRESPONDING RFI NUMBER.
FOR INFORMATION (RFI), AND IF APPROVED, CLOUDEDON SHOP DRAWINGS
TO BE REQUESTED FOR APPROVAL BY GOVERNMENT THROUGH AS REQUEST
ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR 24.
BEVELED SLOPE OF 4H:1V OR GREATER.
PLATE THICKNESSES OR WIDTH, THE LARGER OF THE PLATES TO HAVE A
UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING 23.
AND PAINT, WHICH IS TO BE DISPLAYED AS SHOWN ON SHEET SA507.
SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS 22.
SOCKET SCREWS.
ALL COUNTER-SUNK BOLTS TO BE ASTM F3125 GRADE A449 HEX DRIVE FLAT 21.
TO ASSEMBLY.
ALL FAYING SURFACES TO BE COATED WITH ZINC-RICH PRIMER, VZ-108d, PRIOR 20.
FOR APPROVAL.
ACCORDANCE WITH SPECIFICATION 05 59 13 AND SUBMIT TO GOVERNMENT
AS, DETAILED FABRICATION SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND TO NOT BE USED 19.
ALL BOLTED CONNECTIONS TO BE PAINTED.18.
TURN.16
1PRETENSION ALL BOLTS BY MATCH MARKING AND ROTATING THE NUT
THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, 17.
LUBRICANT REMAINING ON EXPOSED NUT SURFACES TO BE REMOVED.
ONE BEARING FACE. AFTER TENSIONING AND PRIOR TO PAINTING, ALL
ALL NUTS FOR BOLTS TO HAVE LUBRICANT AT LEAST ON THE THREADS AND 16.
CONNECTIONS, UNLESS OTHERWISE SHOWN.
ALL WASHERS TO BE ASTM F436 PLATE HARDENED WASHERS FOR ALL BOLTED 15.
UNLESS OTHERWISE NOTED.
ALL DRAIN HOLES TO BE TWO (2) INCHES IN DIAMETER AND GROUND SMOOTH 14.
HIGHER THAN 125 MICRO INCHES.
ALL HOLES AND CUT SURFACES TO HAVE A SURFACE ROUGHNESS NOT 13.
OBTAIN FINAL DIMENSIONS.
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO 12.
CLEANED AND INSPECTED PRIOR TO PAINTING.
BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. ALL WELDS TO BE
ALL EXPOSED STRUCTURAL STEEL, OF THE BULKHEAD AND APPURTANCES, TO 11.
OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND MAINTAIN RECORDS
ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE 10.
WELDING.
MUST BE MADE FOR MACHINING, SHRINKAGE, AND DISTORTIONS DUE TO
DIMENSIONS SHOWN OR CALLED ARE FINAL DIMENSIONS AND ALLOWANCES 9.
DIMENSIONAL REQUIREMENTS.
CODE (AWS D1.5) LATEST EDITION. MACHINING MAY BE REQUIRED TO MEET
SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING
STEEL MEMBERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL 8.
B46.1 - CODE FOR "SURFACE TEXTURE."
SURFACE FINISHES TO CONFORM TO THE MOST CURRENT ANSI STANDARD 7.
ITEM OF WORK BEING FURNISHED.
BEST MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE
WORKMANSHIP TO BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE 6.
FOR BEARING TYPE CONNECTIONS TO BE PREPPED, PRIMED, AND PAINTED.
WITH THREADS EXCLUDED FROM THE SHEAR PLANES. ALL DRILLED HOLES
ALL STRUCTURAL CONNECTIONS TO BE FULLY PRETENSIONED CONNECTIONS
UNLESS OTHERWISE NOTED, ALL BOLTS TO BE ASTM F3125 GRADE A325 AND 5.
A673, USE (P) FREQUENCY OF TESTING.
REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST ACCORDING TO ASTM
IMPACT TESTING TEMPERATURE ZONE 2 TO BE USED WHEN APPLYING
PLATE, HORIZONTAL GIRDERS, VERTICAL GIRDER PLATES AND LIFTING EYES.
TESTING AND MARKING) FOUND IN THIS SPECIFICATION APPLIES TO THE SKIN
ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, MATERIAL; TOUGHNESS
ASTM A709 "HIGH STRENGTH LOW ALLOY" GRADE 50. THE REQUIREMENTS OF
SPECIFICATIONS. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO BE
ALL STRUCTURAL STEEL TO BE AS SPECIFIC ON DRAWINGS AND IN THE 4.
ON SHEET SA507.
EACH BULKHEAD TO HAVE ITS OWN IDENTIFICATION NUMBER PLATE AS SHOWN 3.
ORDERING MATERIALS OR STARTING FABRICATION.
GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN
INTERFERENCES RELATED TO FABRICATION TO THE ATTENTION OF THE
IMMEDIATELY BRING ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND 2.
NUMBER OF PARTS FOR EACH BULKHEAD AS NOTED.
CONNECTING TWO VERTICAL GIRDERS. QUANTITIES REFLECT THE TOTAL
COMPRISED OF A SKIN PLATE CONNECTED TO HORIZONTAL GIRDERS,
ACCORDANCE WITH SPECIFICATIONS. THE BULKHEAD ASSEMBLY IS
ASSEMBLIES AS SHOWN ON CONTRACT DRAWINGS AND BID SCHEDULE IN
FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE BULKHEAD 1.
SOLICITATION
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ASSEMBLY - CONTROL DIMENSIONS
2'1'0SCALE : 1"=1'-0"
DIMENSION DESIGN VALUE MEASURED VALUE
OUT-OF-PLANE CORNER DIMENSIONS
DEVIATION (INCHES)
LOCATION DEVIATION (INCHES)
DEFINED BY CORNERS B, C, AND D
CORNER A RELATIVE TO PLANE
STRAIGHTNESS (BOW)
MEASURED VALUE
AC
BD
EDGE
GENERAL SHEET NOTES
TYPICAL BULKHEAD CONTROL DIMENSIONS
BULKHEAD DESIGNATION NUMBER
A B
C D
SHALL BE WITHIN 1/4"
THE FOUR CORNERS ON A FACE
FOR PLANARITY, ANY ONE OF
UPSTREAM ELEVATION
TOP
"64 438'-6
"32 2112'-4
1'-0"
"16 50'-4
"4 34'-5
"8 51'-5
"8 77'-5
"2 16'-4
2'-7"
FORM, SIMILAR TO THE TABLE ON THIS SHEET.
SUBMIT MEASURED CONTROL DIMENSIONS IN TABULAR2.
ON SHEET SA001.
DIMENSIONS AND OUT-OF-PLANE TOLERANCES REQUIRED
EACH TYPICAL BULKHEAD SHALL MEET ALL CONTROL1.
13 "64 438'-6
14 1'-0"
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A1
ASSEMBLY - CONTROL DIMENSIONS
2'1'0SCALE : 1"=1'-0"
DIMENSION DESIGN VALUE MEASURED VALUE
OUT-OF-PLANE CORNER DIMENSIONS
DEVIATION (INCHES)
LOCATION DEVIATION (INCHES)
DEFINED BY CORNERS B, C, AND D
CORNER A RELATIVE TO PLANE
STRAIGHTNESS (BOW)
MEASURED VALUE
AC
BD
EDGE
GENERAL SHEET NOTES
TYPICAL BULKHEAD CONTROL DIMENSIONS
BULKHEAD DESIGNATION NUMBER
A B
C D
SHALL BE WITHIN 1/4"
THE FOUR CORNERS ON A FACE
FOR PLANARITY, ANY ONE OF
UPSTREAM ELEVATION
TOP
T O
P B
U L
K H
E
"64
118'-6
"16 512'-4
"16 512'-4
1'-0"
"16 50'-4
2'-7"
"2 16'-4
FORM, SIMILAR TO THE TABLE ON THIS SHEET.
SUBMIT MEASURED CONTROL DIMENSIONS IN TABULAR2.
ON SHEET SA001.
DIMENSIONS AND OUT-OF-PLANE TOLERANCES REQUIRED
EACH TYPICAL BULKHEAD SHALL MEET ALL CONTROL1.
10 "64 118'-6
11 1'-0"
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ISOMETRIC - DOWNSTREAM
SCALE : NO SCALE SCALE : NO SCALEA7
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GENERAL SHEET NOTES
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TYPICAL BULKHEADS TO INCLUDE OD-S OW B1, B2, AND B3.1.
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J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T Y
P
IC
A L B
U L
K H
E A
D
FLOW
A7
PLAN - TOP BULKHEAD
A1
PLAN - TYPICAL BULKHEAD
A
S A
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A8
SA301
A
S A
A8
SA303
"8 51'-2
"8 51'-2
P L
A N
T
O P B
U L
K H
E A
D
SA202
A8
SA201
A1
SA203
A1
FLOW SA202
A1
SA204
A1
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
SA201
A8
SA203
A8
SA204
A8
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA508-A1
SA502-A1
SA502-A1
SA502-A1
SA502-D1
SA502-A6
SA505-A1
SA501-A8SA501-A8
SA503-A9 SA503-A9SA503-A9
SA503-A9 SA503-A9 SA503-A9
SA505-A1
SA501-E5
SA501-E5
SA501-E5
SA501-E5
SA501-E5
SA503-A6
SA503-A6
SA503-A9
SA503-E1
SA505-A5 SA504-A4
SA504-E1
SA505-A5SA505-A5 SA504-A1 SA504-A4 SA504-A1
SA502-D9
SA504-A1
SA504-A1
SA504-A1SA504-A4SA504-A1
SA504-A4
SA504-E1
SA501-A8
SA501-A3
SA505-A1
SA502-D9
SA502-D9
SA502-D9
SA501-A5
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:4
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA201
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T Y
P
IC
A L B
U L
K H
E A
D
E L E
V A
T
IO
N S
A1
A1
ELEVATION
A8
ELEVATION
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A
S A
SA302
"16
(TYP)
MACHINE SCREW
" COUNTERSUNK 2
1Ø
" BOLTS (TYP)2
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d
1'-9"
"2 15'-6
"2 17'-3
1'-9"
"4 33'-7
"2 15'-6
"2 17'-3
4 "
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA503-E4
SA504-A4
SA501-A1
SA504-A4
SA503-E4
SA503-E1
SA504-E1
SA504-E1
SA503-E1
SA503-E1
SA504-E1
SA504-E1
SA503-E1
SA507-A7
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:2
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA202
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T Y
P
IC
A L B
U L
K H
E A
D
E L E
V A
T
IO
N S
A1
ELEVATION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
2'-7"
"2 16'-4
"2 18'-11
A8
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA501-E5
SA503-A6
SA503-E1
SA501-E5
SA501-E5
SA501-E5
SA503-A6
SA501-E5
SA508-A1
SA502-D9
SA502-A1
SA507-A1
SA501-A8
SA505-A1
SA503-A9 SA503-A9 SA503-A9
SA502-A1
SA506-A1
SA501-A8
SA502-A6
SA502-A1
SA505-A5
SA504-E1
SA504-A4
SA506-A5
SA506-A7SA506-A7
SA506-A5 SA504-A1 SA504-A1SA504-A4SA504-A1
SA507-E1
SA502-D9
SA502-D9
SA502-D9
SA501-A8
SA501-A3
SA505-A1
SA501-A5
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:3
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA203
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
A1
A8
ELEVATION
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A
"2 17'-3
"2 15'-6
1'-9"
"2 17'-3
"2 15'-6
"4 33'-7
1'-9"
A1
ELEVATION
"16
T O
P B
U L
K H
E A
D
E L E
V A
T
IO
N S
SA304
MACHINE SCREW (TYP)
" COUNTERSUNK 2
1Ø
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
S A
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA501-A1
SA503-E4
SA504-A4
SA504-E1
SA503-E1
SA504-E1
SA503-E1
SA507-A7
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:2
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA204
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2 18'-11
"2 16'-4
2'-7"
A1
ELEVATION
T O
P B
U L
K H
E A
D
E L E
V A
T
IO
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A8
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA508-A7SA508-A7
SA503-A6
SA501-E5
SA501-E1
SA501-E1
SA501-E5
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:0
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA301
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T Y
P
IC
A L B
U L
K H
E A
D
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2 18'-11
"2 16'-4
2'-7"
S E
C T
IO
N S
"4 18'-7
"8 77'-5
"8 15'-3
"4 34'-5
"8 33'-8
2'-7"
"8 51'-5
"4
CJP
(TYP)
CJP
G
G
A1
SECTION - TYP BULKHEAD
A8
SECTION - TYP BULKHEAD
5/16
(TYP)
5/16
(TYP)
5/16
(TYP)
5/16
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA505-A5SA505-A1
SA505-A3 SA501-A8
SA505-A5 SA505-A1
SA505-A3SA501-A8
SA502-D9SA502-D9 SA502-D9
SA502-D1
SA502-A1
SA502-A6
SA502-A1
SA502-A1
SA501-A1
SA505-A5
SA506-A3
SA506-A3
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:2
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA302
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T Y
P
IC
A L B
U L
K H
E A
D
S E
C T
IO
N
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
SECTION - TYP BULKHEAD
A8
SECTION - TYP BULKHEAD
5/16
(TYP)
5/16
(TYP)
(TYP)
CJP
(TYP)
CJP
SHEET KEYNOTES
TRANSITION BETWEEN WEB AND FLANGE.
SEE GENERAL BULKHEAD NOTE 23/SA001. PROVIDE SMOOTH1.
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA508-A7SA508-A7
SA501-E5
SA503-A6
SA501-E1
SA501-E1
SA501-E5
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:2
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA303
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
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
J
O N
E S
A
C A
M P
B E
L L
M L
IN
D S
E Y
A
A N
D E
R S
O N
BULKHEAD
T O
P B
U L
K H
E A
D
S E
C T
IO
N S
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"A8
SECTION
A1
SECTION
G
G
(TYP)
CJP
5/16
(TYP)
5/16
(TYP)
5/16
(TYP)
S
A Y
L O
R
Y L
O R
V
IL
L E L
A
S M
O
IN
E S R
IV
E R B
A S
IN
B S
A Y
L O
R
B H -S
A x x x .d g n
"4 18'-7
"8 77'-5
"8 15'-3
"4 34'-5
"8 33'-8
2'-7"
"8 51'-5
"4
2'-7"
"2 16'-4
"2 18'-11
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
J A
N
SA506-A5SA506-A1
SA506-A3 SA501-A8
SA506-A5 SA506-A1
SA506-A3SA501-A8
SA502-D9SA502-D9 SA502-D9
SA503-A1
SA502-A1
SA502-A6
SA502-A1
SA502-A1
SA501-A1
SA507-C1
SA507-E1
SA507-A1
SA506-A5
A N
S I
D
E ic s p d f2 \1
\5
\B
S
A Y
L O
R
B H -S
A x x x .d g n
:4
:2
A
M
C O
E -M
V R
P W
P
R O
C
/7 /2
SA304
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
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C A
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0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"A8
SECTION
SECTION
5/16
(TYP)
(TYP)
CJP
(TYP)
CJP
SHEET KEYNOTES
TRANSITION BETWEEN WEB AND FLANGE.
SEE GENERAL BULKHEAD NOTE 23/SA001. PROVIDE SMOOTH1.
S
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A x x x .d g n
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S O
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
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2 3 4 5 6 7 8 9 10
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SA501
C K I S
L A
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C K I S
L A
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T R
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
"8
5PL
A5
SA501-A5
"2
1PL
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
MATERIAL SCHEDULE
1 4SA501-A1
REMARKS
SA501-A5
SA501-A8
2 8
2 8
SA501-E1 10 40
ASTM A709 GR50
A8
SA501-A8
"16
"16
"16
10"
"4
11"
8"
E1
SA501-E1
E5
SA501-E5
2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 1"=1'-0"
0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
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1PL
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1PL
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STIFFENER PLATE
STIFFENER PLATE
DS FRAME PLATE
FRAME PLATE
SKIN PLATE UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
ASTM A709 GR50
ASTM A709 GR50
ASTM A709 GR50
ASTM A709 GR50
HOLE NOT NEEDED FOR TOP BULKHEAD
E Q S
P A
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FOR NAME PLATE
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4 HOLES ONLY NEEDED IN ONE
SOLICITATION
S O
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N N
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SA502
C K I S
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SA502-A1
A6
SA502-A6
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
MATERIAL SCHEDULE
3 12SA502-A1
REMARKS
SA502-A6
SA502-D1
1 4
1 3
SA502-D6 2 8
ASTM A709 GR50
2'1'0SCALE : 1"=1'-0"
SA502-D9 10 40
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STIFFENER PLATE
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"16 55'-5
"16 32'-9
"16 131'-7
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2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0" D6
SA502-D6
2'1'0SCALE : 1"=1'-0" D9
SA502-D9
2'1'0SCALE : 1"=1'-0"
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HORIZONTAL CENTER BEAM
HORIZONTAL BEAM
TYPICAL HORIZONTAL TOP BEAM
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
TOP TOP
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ENDEND
END
(T
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ASTM A709 GR50
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SA503
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SA503-A6
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
MATERIAL SCHEDULE
1 1SA503-A1
REMARKS
SA503-A6
SA503-A9
4 16
6 21
SA503-E1 4 14
ASTM A709 GR50
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"16 55'-5
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"16 131'-7
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SA503-A9
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SA503-E1
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SA503-E4
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7 SPACES @ 1'-0" = 7'-0" "4
HORIZONTAL TOP BEAM UNIT QUANTITY PER TOP BULKHEAD
BUMPER UHMW-PE
DS HORIZONTAL SEAL PLATE 6 TYP BULKHEAD/3 TOP BULKHEAD
SIDE HORIZONTAL SEAL PLATE 4 TYP BULKHEAD/2 TOP BULKHEAD
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SA504-A1
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SA504-A4
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
MATERIAL SCHEDULE
6 21SA504-A1
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SA504-A4 2 7
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SA504-E1 4
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2 TYP BULKHEAD/1 TOP BULKHEAD
4 TYP BULKHEAD/2 TOP BULKHEAD
SHORE A 50 DUROMETER
NATURAL RUBBER/POLYISOPRENE
SHORE A 50 DUROMETER
NATURAL RUBBER/POLYISOPRENE
SHORE A 50 DUROMETER
NATURAL RUBBER/POLYISOPRENE
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MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
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SA505-A3
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SA505-A1 2 6
SA505-A3 2 6
ASTM A572 GR50 UNIT QUANTITY PER BULKHEAD
UNIT QUANTITY PER BULKHEAD
VERTICAL CLAMPING BAR
VERTICAL BACKER PLATE
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SA505-A5
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MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
MATERIAL SCHEDULE
2 2SA506-A1
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SA506-A3
SA506-A5
2 2
2 2
SA506-A7 2 2
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10"
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VERTICAL CLAMPING BAR TOTAL QUANTITY PER TOP BULKHEAD
VERTICAL BACKER PLATE
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GROUT NOT INCLUDED IN THIS CONTRACT.
INSTALLATION, INCLUDING BOLTS AND ANCHORS. EPOXY
PROVIDE ALL HARDWARE PARTS REQUIRED FOR4.
BULKHEAD…
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