W912EK21R0018 Drawings.pdf
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- W912EK21R0018
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| File | Type | Posted |
|---|---|---|
| W912EK21R0018 - Amendment 0001.pdf | ||
| Attachment 0001 - Pricing Matrix (Amendment 0001).xlsx | XLSX spreadsheet | |
| Appendix D_Enclosure 2 - Past Performance Questionnaire.docx | DOCX document | |
| Attachment 0001 - Pricing Matrix.xlsx | XLSX spreadsheet | |
| Attachment 0002 - Subcontracting Plan Template.docx | DOCX document | |
| W912EK21R0018.pdf |
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SHEET ID
APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
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
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B J
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G-001
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ISSUE DATE:
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
COMPOSITE WICKET GATES
CREVE COEUR & VERSAILLES IL
PEORIA AND LAGRANGE DAMS
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
W E
K
R
W912EK21R0018
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps
N/A
N/A
ID
SHEET
GENERAL
DRAWING TITLE
SA502
SA501
SA201
SA101
S-502
S-501
S-301
S-103
S-102
S-101
S-002
S-001
G-002
G-001
WICKET GATE MISCELLANEOUS STEEL DETAILS
WICKET GATE MISCELLANEOUS STEEL DETAILS
WICKET GATE MISCELLANEOUS STEEL ELEVATIONS
WICKET GATE MISCELLANEOUS STEEL ASSEMBLY
WICKET GATE ARMOR DETAILS
WICKET GATE COMPOSITE DETAILS
WICKET GATE SECTIONS
WICKET GATE PLAN AND ELEVATION
WICKET GATE ASSEMBLY
WICKET GATE CONTROL DIMENSIONS
ABBREVIATIONS
GENERAL, COMPOSITE, AND STRUCTURAL STEEL NOTES
INDEX OF DRAWINGS
COVER SHEET
STRUCTURAL (BASE BID AND OPTIONS G, H, I, AND J)
STRUCTURAL (OPTIONS A, B, C, D, E, AND F)
B J
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G S
G-002
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SHEET ID
J
O N
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A L S
T E
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O T
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G E
N E
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L
C O
M P
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IT
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D
S-001
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IL
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SPECIFICATIONS.
DIMENSIONAL TOLERANCES MUST BE IN ACCORDANCE WITH THE 6.
DESIGN MUST BE IN ACCORDANCE WITH THE SPECIFICATIONS.5.
BECOME THE PROPERTY OF THE GOVERNMENT.
CLEARLY IDENTIFIED AND DOCUMENTED, AND STRUCTURES SHALL BE
AND ANY OTHER DOCUMENTS USED IN DESIGN OR FABRICATION OF THE
ALL DESIGN DRAWINGS, SHOP DRAWINGS, CALCULATIONS, MATERIAL LISTS, 4.
COMPLETION OF THE WORK.
DISCREPANCIES OF UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY 3.
REFERENCED.
ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR
TITLES OR FROM THE SIMILARITY OF A FABRICATION CONDITION TO
DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE
WHERE THE NATURE OF THE FABRICATION REQUIRES THEIR USE.
SPECIFICALLY INDICATED OR REFERENCED BUT ALSO IN ALL OTHER CASES
DETAILS TITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE 2.
TO THE CONTRACTING OFFICER RIOR TO BEGINNING THE AFFECTED WORK.
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS 1.
GENERAL NOTES COMPOSITE NOTES STRUCTURAL STEEL NOTES
PIGMENTED YELLOW.
COLOR OF THE STRUCTURES AND EXTERIOR POLYMER COATING MUST BE 3.
BOTH FACES.
CORE MATERIAL EXPOSED. WRAP MUST EXTEND A MINIMUM OF 6 INCHES ON
LAMINATE MATERIAL TO CREATE A CONTINUOUS AND SMOOTH EDGE WITH NO
ALL EDGES MUST BE WRAPPED WITH AT LEAST 200 OZ/YD² OF FACE 2.
PENETRATE THE STRUCTURES EXTERIOR SURFACES.
STRUCTURES MUST BE WATERTIGHT SUCH THAT WATER CANNOT 1.
WELDED, UNLESS NOTED OTHERWISE.
EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING
ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED SURFACE 8.
SHALL BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND AREAS, ETC. 7.
1/8" FILLET WELD ALONG ALL EDGES OF THE CONTACT.
SUBMERGED SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS
STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO BE 6.
ALLOWANCES MUST BE MADE FOR MACHINING.
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; 5.
FOR APPROVAL.
BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR
ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE 4.
ELECTRODES.
15, IN ACCORDANCE WITH THE CONTRACT SPECIFICATION, USING E70XX
ELECTRIC ARC WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1-3.
(Fy IS THE MINIMUM YIELD STRENGTH)
A. MISCELLANEOUS STEEL........ASTM A36........Fy = 36 KSI
THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL SHALL MEET 2.
WITH THE AISC STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION.
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE 1.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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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
F
G
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Q
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W
Y
YARDYD
I
QUANTITYQTY
E
V
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
GYPSUM BOARDGYP
GRADEGR
GENERAL OR GENERATORGEN
GENERAL CONTRACTORGC
GRADE BEAMGB
GALVANIZEDGALV
GAUGEGA
LOCATIONLOC
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
LINEARLIN
LEFT HANDLH
LINEAR FEETLF
POUND(S)LB, LBS OR #
SYMMETRICALSYM
STRUCTURALSTRUCT
STEELSTL
STIFFENERSTIFF
STANDARDSTD
STATIONINGSTA
SQUARE YARDSQ YD
SQUARESQ
SPECIFIEDSPEC'D
SPECIFICATION(S)SPEC
SPACE(S)SP
SLEEVE ANCHORSLV ANCH
SEALANTSLNT
SIMILARSIM
SHEETSHT
SQUARE FOOTSF
SECTIONSEC
SCHEDULESCHED
ROUGH OPENINGRO
RIGHT HAND OR ROOF HATCHRH
REVISION OR REVISEDREV
REQUIREDREQ'D
REINFORCING, -ED, -MENTREINF
REFERENCEREF
RECESSEDREC
UNIT
REINFORCED CONCRETE MASONRYRCMU
RADIUSR OR RAD
EACH WAYEW
EXTERIOREXT
EXPANSION OR EXPOSEDEXP
EXISTINGEXIST
EXCAVATEEXC
ETCETERAETC
EQUIPMENTEQUIP
EQUAL SPACEEQ SPA
EQUALEQ
EDGE OF SLABEOS
EDGE OF DECKEOD
ENCLOSUREENCL
EMBEDDEDEMBED
ELEVATIONEL OR ELEV
EXPANSION JOINTEJ OR EXP JT
EACH FACEEF
EACHEA
EXISTING(E)
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
UTILITYUTIL
UPSTREAMUS
UNLESS NOTED OTHERWISEUNO
WEIGHT POLYETHYLENE
ULTRAHIGH MOLECULARUHMW-PE
UNIFIED FACILITIES CRITERIAUFC
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COUNTERSINKCTSK
COUNTERBORECTB
CORROSION RESISTANT STEELCRES
CHECKPOSTCP
CONTRACTING OFFICERCOR
CONTINUE OR CONTINUOUSCONT
CONSTRUCTIONCONST
CONCRETECONC
COLUMNCOL
CONCRETE MASONRY UNITCMU
CLEAR, -ANCECL
CENTER LINE
CJP COMPLETE JOINT PENETRATION
CONTROL/CONSTRUCTION JOINTCJ
CAST IN PLACE CONCRETECIPC
CONCRETE EXPANSION ANCHORCEA
CAPACITYCAP
CHANNELC OR CH
CENTER TO CENTERC/C
C L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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D B
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C H
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A T
WICKET GATE CONTROL DIMENSIONS
DIMENSION DESIGN VALUE MEASURED VALUE
OUT-OF-PLANE CORNER DIMENSIONS
A9
A13
C D
A B
SHALL BE WITHIN 1/4"
THE FOUR CORNERS ON A FACE
FOR PLANARITY, ANY ONE OF
GATE DESIGNATION NUMBER
DEVIATION (INCHES)
LOCATION DEVIATION (INCHES)
DEFINED BY CORNERS B, C, AND D
CORNER A RELATIVE TO PLANE
STRAIGHTNESS (BOW)
MEASURED VALUE
AC
BD
EDGE
WEIGHT
DESIGN VALUE
DESIGN VALUE
CENTER OF GRAVITY FROM BOTTOM OF GATE
MEASURED VALUE
MEASURED VALUE
DEVIATION (%)
DEVIATION (%)
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FORM, SIMILAR TO THE TABLE ON THIS SHEET.
SUBMIT MEASURED CONTROL DIMENSIONS IN TABULAR2.
SPECIFICATIONS.
OUT-OF-PLANE TOLERANCES REQUIRED IN THE
EACH GATE SHALL MEET ALL CONTROL DIMENSIONS AND1.
GENERAL SHEET NOTES
A1
SCALE: 1"=1'-0"
ELEVATION - UPSTREAM
A9
ELEVATION - SIDE
A13
PLAN
0 1' 2'6" 0 1' 2'6" 0 1' 2'6"
A
B
C
D
E
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D B
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(TYP)
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C K I S
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T R
FLOW
FL
OW
A1
SCALE: NTS
ASSEMBLY - DOWNSTREAM
A8
SCALE: NTS
ASSEMBLY - DOWNSTREAM
B
C
D
E
F
G
H
J
K
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M
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B M
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D B
Y
C H
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D B
Y
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Y
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IG
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D B
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A T
B
C
D
E
F
G
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M
N
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B M
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T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
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A T
E
SHEET ID
S-502-A1
S-502-A13
S-502-A1
S-501-A1 S-501-A1
S-501-A1
S-501-A1
S-502-A1
S-502-A13
S-502-A8 S-502-A8
A14 A6 A10
A1 S-301
A10
A6
A14
A10
A
S -3
A N
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
P L
A N A
N D E
L E
V A
T
IO
N
W
IC
K E
T G
A T
E
S-103
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
PLAN
0 1' 2'6" A6
0 1' 2'6"
A10
ELEVATION - SIDE
A14
ELEVATION - DOWNSTREAM
BE DRILLED BY THE GOVERNMENT AFTER DELIVERY.
ALL HOLES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY, AND ARE TO 5.
CENTER ON GATE WIDTH.4.
HARDWARE, HORSE, AND PROP.
OFFICER FOR APPROVAL. WEIGHT DISPLAYED ON GATE WILL INCLUDE
THE FINISHED GATE WEIGHT SHALL BE SUBMITTED TO THE CONTRACTING 3.
HEIGHT/DEPTH IS 1/8".
EMBOSS EITHER POSITIVELY OR NEGATIVELY. MINIMUM EMBOSS 2.
SECTION 06 90 00.
THE DESIGNATION NUMBER FOR EACH GATE IS PROVIDED IN SPECIFICATION 1.
GENERAL SHEET NOTES
DESIGNATION NUMBER
AS-BUILT WEIGHT
3'-10"
2'-0"3'-10"
BUFFER BLOCK
BUFFER BLOCK
BLOCK
BUFFER
1" (TYP)3" (MIN)
(M
IN
IN WHITE ON EXTERIOR SIDE
AND DESIGNATION NUMBER
STENCIL PAINT GATE WEIGHT
BLOCKS
OF BOTH BUFFER
ON EXTERIOR SIDE
NUMBER IN WHITE
DESIGNATION
GATE WEIGHT AND
STENCIL PAINT
S-502-A13
S-502-A8
S-501-A1
S-502-A1
S-502-A13
S-502-A8
3'-10"
6" "2
1'-9 6" "4
FOR MATERIAL AND STRUCTURAL REQUIREMENTS.)
GOVERNMENT FOR APPROVAL. (SEE SPECIFICATIONS
DESIGNED BY FABRICATOR AND SUBMITTED TO
INTERIOR BI-DIRECTIONAL REINFORCEMENT TO BE
A
CELL FOAM
HIGH DENSITY CLOSED
CELL FOAM
HIGH DENSITY CLOSED
DOWNSTREAM
UPSTREAM
BI-DIRECTIONAL CORE
(M
IN
(M
IN
SPECIFICATIONS
FOAM. SEE THE CONTRACT
HIGH DENSITY CLOSED CELL
" (MIN)4
" (MIN)4
B J
O N
C T
IO
N S
W
IC
K E
T G
A T
E
S-301
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
DRAWINGS.
DESIGN DIMENSIONS ARE TO BE SUBMITTED WITH DESIGN AND SHOP
DIMENSIONS OF HIGH DENSITY CLOSED CELL FOAM ARE APPROXIMATE. 1.
GENERAL SHEET NOTES
A1
SCALE: 3"=1'-0"
SECTION
SECTION
2'1'00 3" 6" 9" 12"
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
"2
1'-7
1'-6"
3" "4
1'-3"2"
"2
8"8
"2
2 "8
5 "8
1'-11"
"2
LC"2
1'-10
"4
"4
UPSTREAM DOWNSTREAM
3"
SIDE ISOMETRIC
"2
71'-3"
UPSTREAM DOWNSTREAM
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
1 -S-501-A1
REMARKS
-WICKET GATE
GATE
INTEGRAL WITH
BUFFER BLOCK,
"2
1'-10
"2
1'-3
FIBER-REINFORCED POLYMER
P
E O
R
IA
L A
G R
A N
G E
P
E O
R
IA
P
E O
R
IA
L
A G
R A
N G
E
L A
G R
A N
G E
" HOLES (TYP)16
" HOLES (TYP)16
" HOLES (TYP)16
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
O N
M P
O S
IT
E D
E T
A
IL
S
W
IC
K E
T G
A T
E
S-501
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
CONNECTIONS AND IN THE BUFFER BLOCKS.
CELL FOAM MUST PLACED IN LOCATIONS WITH THROUGH-BOLTED
BE DRILLED BY THE GOVERNMENT AFTER DELIVERY. HIGH DENSITY CLOSED
ALL HOLES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY, AND ARE TO 2.
DIMENSIONS SYMMETRICAL ABOUT CENTERLINE.1.
GENERAL SHEET NOTES
MATERIAL SCHEDULE
A1
S-501-A1
LC
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
"2
8 6"
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
1 -S-502-A1
REMARKS
S-502-A8
S-502-A13
2 -
2 -
SIDE ARMOR
OPEN
UHMW-PE
" THICK2
UHMW-PE
" THICK2
UHMW-PE
" THICK2
UHMW-PEUPSTREAM ARMOR
DOWNSTREAM ARMOR
UHMW-PE
UHMW-PE
"4
1'-0 1'-2"
"4
3'-10"
"4
"2
4 3'-1"
P
E O
R
IA
P
E O
R
IA
L
A G
R A
N G
E
L A
G R
A N
G E
L
A G
R A
N G
E
6"1'-8"
TOP OF GATE
P
E O
R
IA
8 A N
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
M O
R D
E T
A
IL
S
W
IC
K E
T G
A T
E
S-502
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
MATERIAL SCHEDULE
A1
S-502-A1
S-502-A8
A8
S-502-A13
0 6" 1' 2' 0 6" 1' 2' 0 6" 1' 2'
DESIGNATION NUMBER
AS-BUILT WEIGHT
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
SA502-G9
SA502-A9
SA502-G1
SA501-A1
SA501-A7
SA501-H7
SA501-H1
SA502-G9
SA502-L9
SA502-A1
SA502-G15
SA502-A9
SA502-L9
SA502-L1
RUBBER SEAL
(TYP)
BUFFER BLOCK
A N
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
M
IS
C E
L L
A N
E O
U S S
T E
E L A
S S
E M
B L Y
W
IC
K E
T G
A T
E
SA101
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: NTS
ASSEMBLY - DOWNSTEAM
A7
SCALE: NTS
ASSEMBLY - UPSTEAM
SURFACES TO BE COATED WITH A LIGHT RUST PROHIBITING COMPOUND.
COATINGSYSTEMSPECIFIED IN THE SPECIFICATIONS. FINISHED MACHINED
3. ALL SURFACES OF HARDWARE TO BE COATED WITH FULL
2. RUBBER SEAL TO BE ATTACHED BY THE GOVERNMENT AFTER DELIVERY.
AFTER DELIVERY.
DELIVERY. STEEL ATTACHMENTS TO BE INSTALLED BY THE GOVERNMENT
REFERENCE ONLY, AND ARE TO BE DRILLED BY THE GOVERNMENT AFTER
1. ALL HOLES IN COMPOSITE WICKET GATE SHOWN ON THIS SHEET ARE FOR
GENERAL SHEET NOTES
FLOW
FL
OW
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
SA501-A1
SA501-H7
SA501-H1
SA502-A9
SA502-L1
SA502-A9
SA501-A1
SA501-A7
SA502-G9
SA502-L9
SA502-A9
SA502-A1
SA502-G1
SA502-G1 SA502-G15
A15A9 A1 A9
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
O N
C E
L L
A N
E O
U S S
T E
E L E
L E
V A
T
IO
N S
W
IC
K E
T G
A T
E
SA201
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
A1
ELEVATION
A15
ELEVATION - DOWNSTREAM
0 1' 2'6" 0 1' 2'6" 0 1' 2'6"
WASHER LOCATIONS
SA501-04
3'-10"
"4
1'-2
11"
"4
"16
"4
3'-
3"
"2
3'-7
"4
1 "8
5"8
5"2
1'-6"8
5"8
"8
1'-2 "4
1'-1
"2
3'-7
"4
1'-6 6"
"4
1'-5
"4
"4
1'-5
"4
"4
3'-6
"2
2'-10
"4
2'-3
"4
1'-4
9"
"4
"8
"2
1'-
"2
8"4
1'-2"2
8"2
"2
PL
"2
PL1
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
2 -SA501-A1
REMARKS
SA501-A7
SA501-H1
1 -
1 -
SA501-H7 1 -
BREECH PLATE
BREECH STRAP
CHASE HANDLE PLATE
WICKET BOX PLATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
ASTM A36
ASTM A36
ASTM A36
ASTM A36
1"
Ø
Ø
"8
R
"4
R
.4
" HOLES16
Ø1
NOTE: IF WELDING, SUBMIT WELD DESIGN AND PROCEDURES FOR APPROVAL
SA501-01 27 -
ASTM B695, CLASS 55
DEPOSITED ZINC COATED
ASTM A449, TYPE 1, MECHANICALLY
SA501-02 31 -
INCLUDES 1 SPARE
UNIT QUANTITY PER WICKET GATE
INCLUDES 1 SPARE
UNIT QUANTITY PER WICKET GATE
SA501-03 5 -
INCLUDES 1 SPARE
UNIT QUANTITY PER WICKET GATE
LENGTH
& 4.5" MIN THREAD
W/ SOCKET HEAD DRIVE
COUNTERSUNK BOLT
1" DIA. X 14.25"
1" DIA. HEAVY HEX NUT
SA501-04 2 - 1" DIA. WASHER
ASTM B695, CLASS 55
DEPOSITED ZINC COATED
ASTM A449, TYPE 1, MECHANICALLY
UNIT QUANTITY PER WICKET GATE
ASTM B695, CLASS 55
DEPOSITED ZINC COATED
ASTM F436, TYPE 1, MECHANICALLY
LENGTH
W/ 5" MIN THREAD
HEAVY HEX BOLT
1" DIA. X 14.25"
AND ONE BEARING SURFACE
APPLIED ON THE THREADS
CLASS 55 W/ LUBRICANT ONLY
COATED ASTM B695,
MECHANICALLY DEPOSITED ZINC
ASTM A563, GRADE DH,
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B
J O
N
C E
L L
A N
E O
U S
S T
E E
L D
E T
A
IL
S
W
IC
K E
T G
A T
E
SA501
M
L
IN
D S
E Y
C D
E L
O
IW
P
R O
J
E J O
H N
S
S I
X
S O
L
IC
IT
A
T
IO
N
C O
M P
O S
IT
E
W
IC
K E
T G
A T
E S
C R
E V
E C
O E
U R
V
E R
S A
IL
L
E S
I L
P E
O R
IA
A
N D
L A
G R
A N
G E
D A
M S
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
W
E K
R
/0
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
MATERIAL SCHEDULE
SA501-H1 - CHASE HANDLE PLATE
SCALE: 1 1/2"-1'-0"
H1
SA501-A1 - BREECH PLATE
SA501-A7 - BREECH STRAP
A7
SA501-H7 - WICKET BOX PLATE
H7
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"1' 2'0 6"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
SEAL
1" RUBBER
HOLES
" COUNTERSUNK16
Ø1
"2
3'-7
"4
2'-5"8
"4
10"2
1'-6"4
10"4
"2
1'-1
11"
"2
5"
4"
(TYP)
"2
R
"4
"4
"2
6"
4"
"2
3'-7
"4
10"2
1'-6"2
1'-0
"4
1 "4
"2
PL
"4
PL1
MARK NO. TOTAL QTYUNIT QTY DESCRIPTION MATERIAL
1 -SA502-A1
REMARKS
SA502-A9
SA502-G1
2 -
1 -
WICKET BOX
"16
"2
1'-1
"2
8"2
"2
3'-7
1'-3"9"1'-3""4
"4
6 "4
"2
1'-1
"2
8"2
1'-3"11"1'-3""4
SA502-G9 2 -
SA502-G15 1 - SEAL PLATE
SA502-L1 1 -
SA502-L9 2 -
BREECH BACK PLATE
RUBBER SEAL
WICKET BOX SPACER
CHASE BACK PLATE
WICKET BOX SPACER
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
UNIT QUANTITY PER WICKET GATE
"4
3"
"4
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A148, GRADE 80-50
"2
3'-7
"2
PL 1
"2
PL 1
"2
PL
DUROMETER 70 RUBBER
SIDE PLAN FRONT
(TYP)
"2
R
" HOLE (2 THUS)16
Ø1
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
O N
C E
L L
A N
E O
U S S
T E
E L D
E T
A
IL
S
W
IC
K E
T G
A T
E
SA502
M L
IN
D S
E Y
C
D E
L O
IW
P R
O J
E J
O H
N S
S I
X
S O
L
IC
IT
A T
IO
N
C O
M P
O S
IT
E W
IC
K
E T G
A T
E S
C R
E V
E C
O E
U R V
E R
S A
IL
L E
S I L
P E
O R
IA
A
N D L
A G
R A
N G
E D
A M
S
IL
L
IN
O
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R
IV
E R B
A S
IN
W E
K
R
/0
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
MATERIAL SCHEDULE
L1
SCALE: 1 1/2"=1'-0"
SA502-L1 - CHASE BACK PLATE
G1
SCALE: SCALE: 1 1/2"=1'-0"
SA502-G1 - RUBBER SEAL
SA502-A1 - BREECH BACK PLATE
SCALE: 3"=1'-0"
SA502-A9 - WICKET BOX
G9
SA502-G9 - WICKET BOX SPACER
L9
SA502-L9 - WICKET BOX SPACER
SA502-G15 - SEAL PLATE
G15
1' 2'0 6" 1' 2'0 6"
1' 2'0 6" 1' 2'0 6"1' 2'0 6"
1' 2'0 6" 6"0 3" 1'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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E
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H
J
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B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
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IO
N N
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U E D
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IZ
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IP
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| B5IWPROJ202103__G-001 |
| B5IWPROJ202103_G-001 |
| B5IWPROJ202103__G-002 |
| B5IWPROJ202103_G-002 |
| B5IWPROJ202103__S-001 |
| B5IWPROJ202103_S-001 |
| B5IWPROJ202103__S-002 |
| B5IWPROJ202103_S-002 |
| B5IWPROJ202103__S-101 |
| B5IWPROJ202103_S-101 |
| B5IWPROJ202103__S-102 |
| B5IWPROJ202103_S-102 |
| B5IWPROJ202103__S-103 |
| B5IWPROJ202103_S-103 |
| B5IWPROJ202103__S-301 |
| B5IWPROJ202103_S-301 |
| B5IWPROJ202103__S-501 |
| B5IWPROJ202103_S-501 |
| B5IWPROJ202103__S-502 |
| B5IWPROJ202103_S-502 |
| B5IWPROJ202103__SA101 |
| B5IWPROJ202103_SA101 |
| B5IWPROJ202103__SA201 |
| B5IWPROJ202103_SA201 |
| B5IWPROJ202103__SA501 |
| B5IWPROJ202103_SA501 |
| B5IWPROJ202103__SA502 |
| B5IWPROJ202103_SA502 |
| 2021-06-01T12:15:36-0500 | |
| GERDES.CHARLES.ALAN.1212445521 |
| 2021-06-01T12:36:06-0500 | |
| ANDERSON.HEATHER.L.1231214808 |
| 2021-06-01T11:50:27-0500 | |
| MACK.THOMAS.E.1230411235 |
File details come from the government source that posted it. Updated .