A.07.23_Foster_Downstream_Fish_Passage_Drawings_Set.pdf
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DRAWINGS
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THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME
= LENGTHLTH
= LEFTLT
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
=JUVENILE FISH RETURNJFR
= INDEPENDENT WIRE ROPE COREIWRC
= ISOLATION JOINTISO JT
= INSIDEIS
= INFORMATIONINFO
= INCH, INCHESIN.
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= HORIZONTALH
= GATE VALVEGV
= GALVANIZEDGALV.
= GRANULAR ACTIVATED CARBONGAC
= GAUGEGA.
= FACILITY WATER SUPPLYFWS
= FLAT WASHERF.W.
= FOOT, FEETFT.
= FLANGEFLG
= FLAT HEADF.H.
= FINISH GRADEFG
= FAR FACEF.F.
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EACH WAYE.W.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ.SP.
= EXPANSION JOINTE.J.
= ELEVATIONELEV
= EACH LAYERE.L.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DUCTILE IRON PIPEDIP
= DUCTILE IRONDI
= DIAMETERDIA.
= DRILL & GROUTD&G
= DETAILDET.
= COPPERCU
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONTINUOUSCONT
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CHLORINECL2
= CENTERLINEC/L
= COMPLETE JOINT PENETRATIONCJP
= CONSTRUCTION JOINTC.J.
= CAST IRONCI
= CUBIC FEETCF
= CONTRACTION JOINT/EXPANSION JOINTC/E JT
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BACK GOUGEBG
= BOTTOM FACEB.F.
= BOLT CENTERSB.C.
= ATTRACTION WATER SUPPLYAWS
= AIR RELEASE VALVEARV
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ASPHALT CONCRETEAC
= ANCHOR BOLTA.B.
= ANCHORANCH.
= WELDED WIRE FABRIC WWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WORK POINTW.P.
= WELD PLATEWP
= WATERLINEWL
= WITHW/
= VERTICALVERT.
=VERTICAL CURVEVC
= VERTICAL BARRIER SCREENVBS
= VERTICALV
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEU.N.O.
= UNLESS NOTED OTHERWISEUNO
= TYPICALTYP.
= TUBULAR STEELT.S.
= TOP OF WALLTOW
= TOP OF SLABTOS
= TOP OF FOOTINGTOF
= TOP OF CONCRETETOC
= TOP OFT.O.
= TOP LAYERT.L.
= TROWELED JOINTT.J.
= TOP FACET.F.
= TO BE DETERMINEDT.B.D.
= TOP AND BOTTOMT & B
= SYMMETRICALSYM
= STEEL TROWELED CONCRETESTC
= STATIONSTA.
= STAINLESS STEELS.S.
= SQUARESQ
=SHOULDERSHLDR
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= STAGGER SPLICESTAG. SPL.
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
=RIGHTRT
= ROUGH OPENINGR.O.
= REQUIREDREQ'D
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
=POINT OF VERTICAL INTERSECTIONPVI
= POLYVINYL CHLORIDEPVC
= POLYTETRAFLOURIDETHYLENE (TEFLON)PTFE
= POINTPT.
=POINT OF TANGENCY (CIVIL SHEETS)PT
=POST SORT POOL DRAINPSPD
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
= PREVIOUSLY FABRICATEDPRE-FAB
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
=POINT OF CURVATUREPC
= OUT TO OUTO TO O
= OUTSIDE STEM AND YOKE (VALVES)OSAY
= OUTSIDEOS
= OPPOSITEOPP
= OUTSIDE LAYERO.L.
= OUTSIDE FACEOF
= OUTSIDE DIAMETERO.D.
= ON CENTERO.C.
= OVER ALL LENGTHO.A.L.
= NOT TO SCALENTS
= NATIONAL PIPE THREADNPT
= NOMINAL PIPE SIZENPS
= NOMINALNOM
= NUMBERNO.
= NEAR FACENF
= NO CHAMFERN.C.
= NATURALNAT.
= MECHANICALLY STABLILIZED EARTHMSE
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
SYMBOL
IDENTIFICATION
SECTION
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION*
*APPEARS
WHICH SECTION
SHEET NUMBER ON
*WAS TAKEN
WHERE SECTION
SHEET NUMBER
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
APPEARS
WHICH DETAIL
SHEET NUMBER ON
SYMBOL
IDENTIFICATION
DETAIL
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL*
*WAS TAKEN
WHERE DETAIL
SHEET NUMBER
5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(SEE LEGEND NOTE 6)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
LEGEND:
2'-4" STOPLOGDENOTEST
DENOTES 4'-0" STOPLOGL
DENOTES FISH WEIRF
DEMOLITIONDENOTESD
GENERAL FEATURESDENOTES-
6. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS SHOWN BELOW:
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:07:35 PM
SHEET OF
F S
D .1
G -0
.d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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 A
T T
H E
W W
H A
N S
O N P .E
A N
S I F
G E
C D J
N S
J E
F F
R E
Y H
IC
K
G-001 0 0
:1
D
O W
N S
T R
E A
M F
IS
H P
A S
S A
G E
S T
E R D
A M A
N D R
E S
E R
V
IR
R
A W
IN
G I
N D
E X
X-4XX
X-4XX
XX SECTION
XX
XX
X-4XX
X-4XX
XX
DETAIL
SF401
FLF1.101_G-102XXX.DGN
UNDERSCORE SYMBOL, "_"
(ASSIGNED BY CADD MANAGEMENT)
SERIES CODE
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(FL = FALL CREEK)
PROJECT CODE
DISCIPLINE (SEE NOTE 7)
AREA FEATURE (SEE NOTES 8 THRU 11)
SHEET TYPE (SEE NOTE 6)
SEQUENCE NUMBER (00 THRU 99)
USE "X" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
FILE EXTENSION
PORTLAND DISTRICT
DISTRICT BOUNDARY MAP
PROJECT PHOTO
LOCAL VICINITY MAP
PROJECT SITE MAP
NTS
CORVALLIS LEBANON
ALBANY
GREEN PETER
SWEET HOME
DETROIT
LYONS
SALEM
N o r t h
S a n t i a m
R
W i l l a m e t t e
S o u t h a n t i a m
San t ia m
R
Middle Santiam R.
South Santiam R.
99E
99W
99E
DAM
DAM
BIG CLIFF
FOSTERWORK AREA LOCATION
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
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IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:14:04 PM
D .1
G -0
.d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
T T
H E
W W
H A
N S
O N P .E
A N
S I F
G E
C D J
N S
J E
F F
R E
Y H
IC
K
N D P
R O J E
C T S
IT
E M
A P
L O
C A
L M
A P
V
IC
IN
IT
Y M
A P
G-002 0 0
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V
IR
W 8X35
WELDED TO SKIN PLATE
W 6X12 TEE SHAPE W/ WEB STEM
SYM
CL
W 6X12, TYP.
GIRDER 1CL
LC GIRDER 4
WT 3X6, TYP
W 6X12
CL CL CL CL CL CL CL
LC GIRDER 2
LC GIRDER 3
W 6X12 TYP
CL
CL
CRUSH SEAL
CL CL CLCL
TYP.
BULB SEAL SEE SHEET SF505 FOR INFO
1'-4"2'-9"2'-9"2'-9"2'-9""8 71'-7
SIDE FOR CLARITY
SKIN PLATE NOT SHOWN ON THIS
TYP.
GUIDE BLOCK SEE SHEET SF505
RUB BLOCK SEE SHEET SF505
47'-1" OUT-TO-OUT OF SKIN PLATE
WT 3X6, TYP.
WT 3X6, TYP
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
SHEET SF505 FOR INFO
GATE GUIDES SEE
SF505 FOR INFO
CRUSH SEAL SEE SHEET
LIFTING LUG SEE SHEET
SF504 FOR INFO
NOTES:
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
" BACK PLATE8
" END PLATE8
" OUT-TO-OUT OF 3/8" SKIN PLATE2
114'- 2'-6" 7'-0"
SF505
SEE SHEET
BEARING BLOCK
" SKIN PLATE8
W 8X35W 6X12
FOR INFO
SEE SHEET SF503
" SKIN PLATE8
WT 3X6, TYP.
"2 13'-9"4
15'-6"4 36'-9
SEE SF506
W 6X12 TYP
" SIDE CREST PLATE8
" BOTTOM CREST PLATE8
LIFTING PLATE FLANGE
CJP
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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R
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T
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N M
A R
K D
A T
E A
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R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:34:54 PM
F -1 .1
S
F .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
IL
L
SF101
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
L
& RUB BLOCK
GATE GUIDE
C OF
F
IS
H W
E
IR
O V
E R
A L L E
L E
V A
T
IO
N S
G E
C D
G H
SF505
D
SF505
SF502
G
SF502
F
" = 1'-0"2
1SCALE:
FRONT ELEVATION
" = 1'-0"2
1SCALE:
BACK ELEVATION
SF503
B
SF503
C
C
" = 1'-0"2
1SCALE:
SECTION
A
" = 1'-0"2
1SCALE:
LEFT SIDE ELEVATION
SF502
E
SF506
SF506
SF506
SF506
SF506
SYM
ABOUT
CL
SYM
ABOUT
CL
SYM
ABOUT
CL
SYM
ABOUT
CL
1'-1""2 12'-2"2
12'-2"2 12'-2"16
53'-3
3/8" PLATE TYP
3/8" PLATE TYP
3/8" PLATE TYP WT 3X6
3/8" PLATE TYP
2'-6""2 12'-2"2
12'-2"2 12'-2"16
53'-3 1'-9"3'-6"4'-4"
WT 3X6
WT 3X6
WT 3X6
"2 12'-2
"16 119'-
SEE DETAIL 1 ON SF503
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
W 6X12
W 6X12
SKIN PLATE
WITH WEB STEM WELDED TO
W 6X12 MODIFIED TEE SHAPE
W 8X35
F L
O W
F L
O W
F L
O W
F L
O W
47'-1"
1'-9" 1'-9"
W 6X12
W 6X12
1'-9"
"2
"16 53'-3 "2
12'-2 "2 12'-2 "2
12'-2
"16 1110'-9
"16 53'-3 "2
12'-2 "2 12'-2 "2
12'-2 "8
2 EQ SPACES 2 EQ SPACES
"16 93'-9
W 6X12, TYP
TENSION CHORD
FRACTURE CRITICAL
TENSION CHORD
FRACTURE CRITICAL
TENSION CHORD
FRACTURE CRITICAL
TENSION CHORD
FRACTURE CRITICAL
1'-6"
"2 12'-2 1'-1"
"16 93'-9
2'-2"
1/4" 4 BAYS
TYP.
1/4"
BEHIND
W 6X12
ONE EACH PANEL, TYP.
" DRAIN HOLE AT WEB �, 2
ONE EACH PANEL, TYP.
" DRAIN HOLE AT WEB �, 2
PANEL, TYP.
WEB �, ONE EACH
" DRAIN HOLE AT 2
ONE EACH PANEL, TYP.
" DRAIN HOLE AT WEB �, 2
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
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T
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N M
A R
K D
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P P
R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:39:25 PM
F -1 .1
S
F .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SF501
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
G
IR
D E
R P
L A
N V
IE
W S
CL CL CL CL CL CL CL
CL CL CL CL
CLCLCL CL CL
CL CL CL
CL
F
IS
H W
E
IR
1. SEE S-001 FOR GENERAL STRUCTURAL NOTES
NOTES:
G E
C D
G
SF504
SCALE: 1/2" = 1'-0"
GIRDER 1 PLAN
SCALE: 1/2" = 1'-0"
GIRDER 2 PLAN
SCALE: 1/2" = 1'-0"
GIRDER 3 PLAN
SCALE: 1/2" = 1'-0"
GIRDER 4 PLAN
SF502
SF504
SF504
SF504
SF502
SF504
SF503
DRAWING PLOT SIZE: ANSI F
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
c p w -w o rk \p w n w p \g e c d je m \d m s
D E
S
IG
N F
IL
E
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:45:09 PM
F -1 .1
S
F .d
A R
M Y C
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P S O
F E
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IN
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P O
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N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SF502
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
S E
C T
IO
N A
N D D
E T
A
IL
S
F
IS
H W
E
IR
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
"2 12'-5
140°
"4 12'-4
W 6X12
CURVED WT 3X6
SCALE: 3"= 1'-0"
0 3" 6" 12"
LIFTING PLATE FLANGE
" PLATE2
18" X
1/4"
WT 3X6
CJP
"4
"8
'-6
(TYP)
CJP,
(TYP)
CJP,
8"R
4"R
4"R
4"R
"8
" SKIN PLATE8
QUALIFICATION REQUIRED.
PROCEDURE AND WELDER
CJP OPEN ROOT WELD.
WT 3X6
TYP. SEE NOTE 2.
PRIOR TO WELDING,
" 2
1SNIPE CORNERS
" PLATE8
" SKIN PLATE8
"4 1R
2. TERMINATION OF WELDS MUST MEET AWS D1.5 PROFILE REQUIREMENT
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
NOTES:
"2
" SKIN PLATE8
PLATE
" 8
4" X
PLATE
" GUSSET 8
" PLATE2
"2
TYP
W 6X12
W 6X12
WT 3X6
WT 3X6
L 3x3x
PLATE
" GUSSET 8
4"R
1/4"
"8
'-6
4" R
"16
2'-0" R
CJP
CJP
WT 3X6
W 8X35
CJP
CJPCJP
4" R
CJP
PLATE
" SKIN8
W 6X12
PLATE
" GUSSET8
PLATE
" GUSSET 8
"8 12'-41'-10""8
"16 91'-3
PLATE
" 8
4" X
L 3x3x
CJP
PLATE
" SKIN 8
CJP
WT 3X6
CURVED
SEE SHEET SF504
LIFTING ASSEMBLY
"16 11'-1
SHEET SF503
SEE DETAIL 1
TAPERED SECT.
W 6X12
"4 12'-4
"16 111'-2
PANEL, TYP.
WEB �, EACH
" DRAIN HOLE AT 2
PANEL, TYP.
WEB �, EACH
" DRAIN HOLE AT 2
PANEL, TYP.
WEB �, EACH
" DRAIN HOLE AT 2
PANEL, TYP.
WEB �, EACH
" DRAIN HOLE AT 2
" PLATE8
PLATE FLANGE
" LIFTING 2
8" x
G E
C D
G
SCALE: 6" = 1'-0"
SECTION
SF101
F
SCALE: 6" = 1'-0"
SECTION
SF101
E
SCALE: 6" = 1'-0"
SECTION
SF501
SCALE: 3" = 1'-0"
DETAIL
SF501
SCALE: 3" = 1'-0"
DETAIL
L
2'-2"
WT 3X6
WT 8X35
WT 8X35
WT 3X6
WT 3X6
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
W 6X12
3'-4"
"8 12'-4
"16 111'-6 "16
2" CHAMFER
CRUSH SEAL
W 6X12 (TOP AND BOTTOM)
W 6X12
W 6X12 MODIFIED TEE SHAPE W/
WEB STEM WELDED TO SKIN P
ELLIPSE. X Y
THE EQUATION FOR AN
THE CURVE IS DEFINED BY
"4 12'-4
WT 3X6
WT 3X6
" SKIN PLATE8
1/4"
8" PLATE
" SKIN PLATE8
" SKIN PLATE8
PLATE
" GUSSET 8
PLATE
" GUSSET 8
" GUSSET PLATE8
WT 3X6
"2
WELDING SEE NOTE 2.
" PRIOR TO 2
1SNIPE CORNERS
1/4"
CJP
CJP
CJP
CJP
CJP
CJP
CJP
1/4"
" GUSSET8
CJP
CJP
CJP
CJP
CJP
" PLATE8
4" X
9" R
8" R
4" R
4" R
WT 3X6
CURVED WT 3X6
L 3x3x
L 3x3x3/8
CJP
CJP
TYP
CJP
3L 3X3X
" R WAH2
CURVED WT 3X6
" GUSSET8
1/4
TYP.
WEB �, EACH PANEL,
" DRAIN HOLE AT2
TYP.
WEB �, EACH PANEL,
" DRAIN HOLE AT2
" PLATE8
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
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R of Engineers
US Army Corps
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:48:08 PM
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A R
M Y C
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P S O
F E
N G
IN
E E
R S
P O
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L A
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O R
E G
O N
P O
R T
L A
N D D
IS
T R
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SF503
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
C R
E S
T S
E C
T
IO
N A
N D D
E T
A
IL
S
F
IS
H W
E
IR
2 2
9ft ft4 =1
QUALIFICATIONS REQUIRED.
PROCEDURE AND WELDER
CJP OPEN ROOT WELD.
OF AWS D1.5.
TERMINATION OF WELDS MUST MEET PROFILE REQUIREMENTS 2.
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES1.
NOTES:
QUALIFICATION REQUIRED
PROCEDURE AND WELDER
CJP OPEN ROOT WELD.
G E
C D
G
SCALE: 6" = 1'-0"
GUSSET DETAIL
SF501
SCALE: 3" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
GUSSET DETAIL
SF101
B
SCALE: 3" = 1'-0"
BOTTOM WEIR CREST SECTION
SF101
SCALE: 1"- 1/2 " = 1'-0"
W 8X35 TO WT 3X6 DETAIL
D
D
SCALE: 6" = 1'-0"
SECTION
" DRAIN HOLE2
WT 3X6
" DRAIN HOLE2
WT 3X6
" DRAIN HOLE2
"16 137"16
WT 3X6 W 6X12
W 6X12
W 6X12 W 6X12
6" HOLE
WT 3X6
1/2" BENT PLATE
X 1'-0"2 1X2
1L 5X3
LIFTING LUG 2" X 4" PIN
BENT 1/2" PLATE
LIFTING LUG
2"
3/8" PLATE
"2
1/2" BENT PLATE
3/8" STIFFNER PLATE
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"16
"2
BEARING BLOCK
"16
"2
CL
ASSEMBLY BELOW
CRUSH SEAL
"2
SKIN PLATE
W/ WEB STEM WELDED TO
W 6X12 MODIFIED TEE SHAPE
3/8" DIAPHRAGM PLATE
5" X 3/8" PLATE
WELDED TO SKIN PLATE
SHAPE W/ WEB STEM
MODIFIED W 6X12 TEE
" SKIN PLATE8
SEE SHEET SF505
RUB BLOCK,
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
3/8" STIFFNER PLATE
" PLATE2
" X 2
SOCKET
2" SLOTTED HOLES IN
" X 16
13& WASHERS W/
BOLTS, HEX HD. NUTS
2 - 3/4" CRES HEX HD.
"16
1/4"
TYP
PLATE, TYP.
3/8" DIAPHRAGM
TYP.
1/2" WEB PLATE
1/4"
TYP.
1/4"
TYP.
W 6X12, TYP.
PLATE, TYP.
3/8" BACK
PLATE, TYP.
3/8" END
1/4"
TYP.
4" X 3/8" PLATE
PLATE, TYP.
4" X 3/8"
WT 3X6
"2 11'-6
1'-4"
"2 11'-6
5 "
"2 11'-6
2'-0"
6" 6"
1/4"
CJP
CJP
TYP.
CJP
CJP
TYP.
CJP
TYP.
CJP
" PL8
4" X
" PLATE8
CJP
"2
CJP
1/4"
TYP.
1/4" 1/4" 1/4" 1/4"
W 8X35 TO WT 3X6
TRANSITION FLANGE FROM
1/4"
"16
6""2 1"2
5"
WAH TYP.2
2-34
" CRES CTSK FLAT HD BOLTS,
HEX NUTS AND WASHERS W/ 13
X 2" SLOTTED HOLES IN L 5x31 2x1
"2
SEE SHEET SF505
GUIDE BLOCK, TYP.
SEE SHEET SF505
RUB BLOCK, TYP.
1/4"
TYP
PLATE
" SEAL 8
35" X
ONE EACH PANEL, TYP,
" DRAIN HOLE AT WEB �2
PLATE FLANGE
" LIFTING 2
8" X
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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N M
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R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:50:13 PM
F -1 .1
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O N
P O
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L A
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IS
T R
T T
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O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
CL
CL
CL
CL
CL
CL
CL
PLAN
SIDE
FRONT
ISOMETRIC
CL
F
IS
H W
E
IR
CL
S E
C T
IO
N A
N D D
E T
A
IL
S
LC
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.
NOTES:
TYP.
CJP
TYP.
CJP
SIM. (NO SEAL PLATE)
G E
C D
G
SF501
SCALE: 3" = 1'-0"
DETAILSF501
SCALE: 3" = 1'-0"
DETAIL
SF501
SCALE: 3" = 1'-0"
DETAIL
A
A
B
A
SCALE: 3" = 1'-0"
SECTION
B
SCALE: 3" = 1'-0"
SECTION
SF502
SCALE: 6"=1'-0"
TYPICAL W 6X12 SPLICE DETAIL
SF501
SCALE: 1-1/2" = 1'-0"
LIFTING LUGS & CENTERING SOCKET DETAIL
DRAWING PLOT SIZE: ANSI F
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 1:53:35 PM
SHEET OF
3"
"8
"16
O .C
46'-2"
2"
"2
P
R E
S E
T
"8
"16
"8
1"
4"
R
"4
R
"8
"8
C
L R
6" MAX3"
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IS
T R
IC
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SF505
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
F
IS
H W
E
IR
BEARING BLOCK
12" R
CL
" MOUNT BAR4
1" X 4
CL
SEAL
BULB
OF
CL
SF101
D
SCALE: 6" =1'-0"
SECTION
END PLATE
& BEARING
BLOCK
SF101
" = 1'-0"2
1SCALE=
DETAIL
" CLAMP BAR4
1" X 4
123/16" R
" = 1'-0"2
1SCALE:
BOTTOM OF WEIR - CRUSH SEAL
CRUSH SEAL
A
" CLAMP BAR4
1" X 4
" RADIUS16
" CHAMFER4
A
SCALE: 6" =1'-0"
SECTION
B
" CHAMFER4
" RADIUS16
B
SCALE: 6" =1'-0"
SECTION
CL
" END PLATE8
" CLAMP BAR4
1" X 4
" BAR8
3" X 8
" WEB PLATE4
S E
A L S
E C
T
IO
N A
N D D
E T
A
IL
S
" PLATE4
" PLATE2
MODIFIED 6X12 IN BACK
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 12"= 1'-0"
0 1" 2" 3"
1/4
12" = 1'-0"
BULB SEAL DETAIL
12" = 1'-0"
CRUSH SEAL DETAIL
" CHAMFER4
" RADIUS16
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
NOTES:
S
E A
L P
R E
S E
T
" = 1'-0"12SCALE=
DETAIL
" = 1'-0"12SCALE=
DETAIL
16 2" HOLES FOR 1
WASHER
" CRES CT
SK FLAT HEAD
BOLTS WITH NUT AND
MAX
WASHER @ 6" O.C.
BOLTS WITH NUT AND
CRES CTSK, FLAT HD
" 2
1" HOLES FOR 16
MAX
WASHER @ 6" O.C.
BOLTS WITH NUT AND
CRES CTSK, FLAT HD
" 2
1" HOLES FOR 16
MAX
WASHER @ 6" O.C.
BOLTS WITH NUT AND
CRES CTSK, FLAT HD
" 2
1" HOLES FOR 16
" HORIZ. SLOT IN SHOE16
" x 16
BOLT, NUT AND WASHER.
" CRES HEX HD 2
2 -
3/8"
BOTH ENDS
90° CORNER,
CRUSH SEAL
" SKIN PLATE8
1/4"
FLANGE @ SEAL
NOTCH W 6X12
SCALE: 3" =1'-0"
DETAIL
CRUSH SEAL
SCALE: 3"= 1'-0"
0 3" 6" 12"
MODIFIED W 6X12
" DIAPHRAGM PLATE8
G E
C D
G
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
NOTES:
CL
SYM
ABOUT
"4
8"
" PLATE8
" PLATE8
W 6X12 TYP
W 6X12 TYP
W 6X12 TYP
"8
"8
4 "
"8
" PLATE TYP8
"8
8"
2" R
" R2
" WELD ACCESS HOLE TYP2
" PLATE TYP8
" PLATE TYP8
3" R
2" R
2" R
R 8"
6" R
3" R
" PLATE 8
2" R
SCALE: 3"= 1'-0"
0 3" 6" 12"
WAH
" R
" R2
"8
"16
"4
" GUSSET PLATE8
" GUSSET PLATE8
170°
CJP
CJP
CJP
CJP
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
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IP
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N M
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K D
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P P
R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:13:20 PM
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IS
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G E
C D
A C
W
T Y
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R M
A G
IL
L
SF506
0 0
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
D E
T A
IL
S C
R O
S S B
R A
C
IN
G A
N D G
U S
S E
T P
L A
T E
S
F
IS
H W
E
IR
S Y
M
A B O
U
TCL
S Y
M
A B O
U
TCL
G E
C D
G
SCALE: 3" = 1'-0"
DETAIL
SF101
SCALE: 3" = 1'-0"
DETAIL
SF101
SCALE: 3" = 1'-0"
DETAIL
SF101
SCALE: 3" = 1'-0"
DETAIL
SF101
SCALE: 3" = 1'-0"
DETAIL
3" = 1'-0"
PLAN VIEW
TO FIT WEBS
BEND FLANGES
TENSION FLANGE
FRACTURE CRITICAL
FLOW
LIFTING LUGS
CENTERING SOCKET
DRAIN HOLES, TYP.
RUBBER SEAL
CLAMP BAR
END PLATE
SKIN PLATE
SHOE
END GUIDE
BEARING SHOE
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A C
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T Y
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SL001
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
S
T O
P L
O G I S
O M
E T
R
IC
G E
C D
G
N.T.S
ISOMETRIC - 4'-0" SPILLWAY STOPLOG
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
S-001SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:14:57 PM
FLOW
6"6"4"
WEB PLATE
TENSION FLANGE BEND.
NO SPLICES SHALL BE ALLOWED WITHIN 2' OF A2.
REFER TO SHEET S-001 FOR STRUCTURAL NOTES.1.
NOTES:
3"
47'-2"± 1/4 " O TO O OF END GUIDES
UNLESS NOTED
IN EACH WEB
HOLE, TYP
3" DRAIN
4"
(TYP)
GUIDE PLATE
CENTERING
LIFTING BEAM
/8
SEE NOTE 2 CONTRACTOR TO DETERMINE
BEND ANGLE IN ORDER FOR
FLANGE TO FIT WEB
SEE NOTE 2
NO SPLICES ALLOWED
WITHIN 2' OF BEND
NO SPLICES ALLOWED
WITHIN 2' OF BEND
1/2 " 1/2 "
/2
/8
1'-6 1/2 "
47'-1" O TO O OF SKIN PLATE
1'-6 1/2 "
/2
4 SPACES @ 2'-9" = 11'-0" 8 SPACES @ 2'-9" = 22'-0" 4 SPACES @ 2'-9" = 11'-0"
STAGGER WEB AND FLANGE
SPLICES BY AT LEAST 1'
FLANGE
TENSION
/1
/4
/2
AT EACH END (TYP)
ROUND BAR WITH
2" DIA x 5" LG
2" DIAPHRAGM
PLATE
FLANGE
" STIFFENER2
18"x
1'-0"8 3/4 "
10"10"4 3/4 "
4 1/2 "4 1/2 "1 1/2 " 1 1/2 "
" DIA. FH BOLTS (TYP)4
STIFFENER FLANGE FOR
DRILL AND COUNTERSINK
"2 1" x 2
1L5" x 3
IN ANGLE
LONG SLOTS
PROVIDE (2)
PLATE
SKIN
PLATE
SEAL
(TYP)
BOLTS
" DIA4
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
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US Army Corps
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BORDER VERSION UPDATE [08-2013]
S-002SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:19:07 PM
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L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SL002
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
P L
A N A
N D E
L E
V A
T
IO
N
S
T O
P L
O G
G E
C D
G
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: •"= 1'-0"
12" 0 1' 2' 3' 4'
D/S ELEVATION
SL003
J
SL003
H
SL003
G
SL003
H
SL003
G
SL003
F
SL003
E
SL003
D
SL003
C
SL003
B
SL003
A
SL004
SCALE: 3" = 1'-0"
DETAIL- LIFT PINS AND CENTERING SOCKET ARRANGEMENT
PLAN
SL004
SL004
" = 1'-0"2
1SCALE:
4'-0" SPILLWAY STOPLOG
PORTLAND DISTRICT
/4
WEB TO FLANGE
TYP ON ALL
/4
GOUGE
BACK
TYP
1'-10 1/2 "
/2
/4
/4 "6 1/4 "
/4
2'- 3/8 "
/2
/2
/2
4" 1'-10 3/8 "
2'-2 3/8 "
/2
/8
1/2 "
/2
2'-6 1/4 "
/2
4" 3'-4"
3'-8"
3'-3"
/2
6 1/4 "
/4
3'-6"
3'-6"
/2
/2
/4
3'-3"
/2
6 1/4 "
4" 3'-4"
3'-8"
/4
4" 3'-4"
3'-8"
/4
/2
/2
3'-3"
3'-6"
7 1/2 " 10 1/2 "
2'-0" 1'- 3/4 " 3 1/4 "
/2
1/2 "
1/2 "
/2
1/2 "
/2
T E
N S
IO
N F
L A
N G
E T
Y P ƒ" x
P
T Y
P
T E
N S
IO
N F
L A
N G
E T
Y P ƒ" x
P L
3'-2 1/8 "
4" 2'-10 1/8 "
/2
2'-10"
/2
/4
/2
/4
6 1/4 "
/4
/2
4" 2'-4 1/4 "
2'-8 1/4 "
2'-3 1/8 "
/2
/4
/1
6 1/4 "
/4
3'- 1/8 "
/2
/2
1/2 "
1/2 "
10 1/2 "
K
PINS LOCATION
SL002 FOR PLAN AT LIFT
SEE DETAIL 2 ON SHEET
NOTES:
1. REFER TO SHEET S-001 FOR
GENERAL STRUCTURAL NOTES.
2. ALL COPES ARE 2" TYPICAL
3. ALL FILLET WELDS ARE 1/4"
UNLESS NOTED OTHERWISE
1'-8"
1'-8 1/2 "
1/2 "
BLOCK
RUB
TYP
PLATE
SKIN
TO
/4 S
E A
L D
E F
L E
C T
IO
N
B E
A R
IN
G S
H O
E /2
" 1"
1"
2" PL
2" PL
/4
/4
4" 1'-4 1/2 "
1'-8 1/2 "
1'-3 1/2 "
/2
/4
6 1/4 "
/4
1'-6 1/2 "
/2
1/2 "
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
S-003SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:22:10 PM
F -1 .1
S
L .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SL003
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
G E
C D
G H
S
S
T O
P L
O G S
E C
T
IO
12" 9" 6" 3" 0 1'
SCALE: 1•"= 1'-0"
SL004
L
SL004
K
SL004
M
SL004
SL004
SL004
SL002
A
" = 1'-0"2
1SCALE: 1
SECTION
SL002
G
" = 1'-0"2
1SCALE:1
SECTION
SL002
E
" = 1'-0"2
1SCALE:
SECTION
SL002
C
" = 1'-0"2
1SCALE:
SECTION
SL002
B
" = 1'-0"2
1SCALE: 1
SECTION
SL002
D
" = 1'-0"2
1SCALE: 1
SECTION SL002
F
" = 1'-0"2
1SCALE:1
SECTION
SL002
H
" = 1'-0"2
1SCALE:1
SECTION
TYP
CJP
SKIN TO WEB
TYP ON ALL
3/4" SKIN PL
" WEB PL, TYP2
3/4" SKIN PL
3/4" SKIN PL
(TYP)
PLATE,
" WEB2
FLANGE PL
"2 18"x
3/4" SKIN PL
3/4" SKIN PL
PL, TYP
" WEB2
FLANGE PL
"2 18"x
•" WEB PL, TYP
8"x12"
FLANGE PL
3/4" SKIN PL
2" WEB PL, TYP
3/4" SKIN PL
PORTLAND DISTRICT
PLATE
" STIFFENER2
Š
‚"R
TYP
" STIFFENER PL8
8"x12"
FLANGE PL
" END PL4
" STIFFENER PL8
" STIFFENER PL8
" DIAPHRAGM PL2
" DIAPHRAGM PL2
" STIFFENER PL2
" DIAPHRAGM PL2
" STIFFENER PL, TYP2
" DIAPHRAGM PL2
" STIFFENER PL2
PL, TYP
" WEB2
" STIFFENER PL2
PLATE
" DIAPHRAGM2
PLATE
" STIFFENER2
3/4" SKIN PL
" STIFFENER PL8
" STIFFENER PL8
" STIFFENER PL8
" STIFFENER PL8
PLATE
" STIFFENER2
4"
10•"
5ƒ"
2•" ƒ
2‚"
1‚"
D E
F L
E C
T I
O N
I
N I
T I
A L ƒ" PL ‚"R
12"R
PLATE
ƒ" END
2…"
2Ž"1•"
4•"
3" ƒ
SECTION F
SEE SL003,
TO 1/2" PL
CJP
•" PL
/2
TYP
EQ
TYP
EQ
/2
1'-3 1/2 "
12'-3 1/2 "
23'-3 1/2 "
/2
/2
/4
9 5/8 "
3/4 " PL
2 1/4 "
2 1/4 "
/4 P
L /4 S
K
IN
P
L
1‚" 1‚"
3/4"� BOLTS.
MOUNTING PLATES FOR
DRILL SIDE SEAL AND
FOR 3/4"� BOLTS.
AND MOUNTING PLATES
DRILL BOTTOM SEAL
/2
1/2 "
/8
5 3/4 "
2 1/2 "
/4
/8
/4
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
WASHERS.
BOLTS WITH NUTS AND
PLATE FOR 3/4"� FH CTSK
DRILL SIDE SEAL KEEPER
WITH NUTS AND WASHERS.
PLATE FOR 3/4"� FH CTSK BOLTS
DRILL BOTTOM SEAL KEEPER
2•"2•"
5"
2•"
4•"
/2
1 1/2 "
2 1/4 "
2"
1‚"
END PLATES
TYP ON ALL WEBS TO
F -1 .1
S
L .d
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
T T
H E
W D
H A
N S
O N P .E
G E
C D
A C
W
T Y
L E
R M
A G
SL004
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
G E
C D
G H
S
S
T O
P L
O G S
E C
T
IO
SL002
SCALE: 6" = 1'-0"
DETAIL
SL002
SCALE: 3" = 1'-0"
DETAIL- CENTERING SOCKET GUIDE PLATE
SL002
SCALE: 3" = 1'-0"
DETAIL- LIFTING STIFFENER
SL002
J
" = 1'-0"2
1SCALE:
SECTION
SL003
K
SCALE: 3" = 1'-0"
SECTION
SL003
L
SCALE: 3" = 1'-0"
SECTION
SL003
M
SCALE: 3" = 1'-0"
SECTION
SL003
SCALE: 6" = 1'-0"
DETAIL
STRUCTURAL NOTES.
1. REFER TO SHEET S-001 FOR GENERAL
NOTES:
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
S-004SHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:24:38 PM
SHEET OF
MOUNTING BAR
"2 1"x22
SHOE
BEARING
6"R
TYP.
3" HOLE,
BORE FOR
2" DIA
ROUND BAR
2" THK
PLATE
SECTION F
SEE SL003,
TO 1/2" PL
CJP
SYMM. ABT >
SLOTTED HOLES IN SHOE.
"16 1"x116
13WASHERS.
BOLTS, HEX NUTS AND
" DIA. CRES HEX HD 4
PORTLAND DISTRICT
" SKIN PL4
" PL4
1"x52
LONG SLOT THE
HOLE FOR A 34"�
BOLT
" END PL4
R
2" PLATE
TENSION FLANGE
"x1'-0" PLATE4
"x10" PL4
BACKGOUGE
BAR
SEAL KEEPER
" SIDE2
1"x24
AT 4" SPACING
NUTS AND WASHERS
CTSK FH BOLTS,
" DIA. CRES4
Š
TYP
BEARING SHOE
RUBBER SEAL
SEAL
RUBBER
END PL
" SKIN PL4
SKIN PLATE
END PLATE
RUBBER SEAL
SEAL CLAMP BAR
DRAIN HOLES, TYP.
LIFTING LUGS
CENTERING SOCKET
TENSION FLANGE
FRACTURE CRITICAL
FLOW
FIT WEB
BEND FLANGE TO
BEARING SHOE
END GUIDE SHOE
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:27:52 PM
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
ST001
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
F S
F -1 .1
S
T .d g n
M A
T T
H E
W D
H A
N S
O N P .E
G E
C D
T E
M
T Y
L E
R M
A G
IL
L
S
T O
P L
O G I S
O M
E T
R
IC
G E
C D
G
N.T.S
ISOMETRIC - 2'-4" SPILLWAY STOPLOG
UNO
IN EACH WEB
HOLES, TYP
3" DRAIN
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
SEE NOTE 2
SEE NOTE 2
"2
1/2" DIAPHRAGM PL
3/4"� FH BOLTS (TYP)
STIFFENER FLANGE FOR
DRILL AND COUNTERSINK
FLANGE
8" x 1/2" STIFFENER
"2
" x 2
L5" x 3
AT EACH END (TYP)
1/8" x 45° CHAMFER
ROUND BAR WITH
2" � x 5" LG
" WEB PL2
SEAL PL
IN ANGLE
LONG SLOTS
PROVIDE (2)
SKIN PL
(TYP)
BOLTS
3/4" � 2Ž"
4•"
8‚"8‚"
1'-2"
6"
(TYP)
GUIDE PLATE
CENTERING
LIFTING BEAM
2"3"
1"
F L
O W
"2 1 "2
47'-1" O TO O OF SKIN PLATE
47'-2" ± 1/4" O TO O OF END GUIDES
WITHIN 2' OF BEND
NO SPLICES ALLOWED
WITHIN 2' OF BEND
NO SPLICES ALLOWED
1'-6•"4 SPACES @ 2'-9" = 11'-0"8 SPACES @ 2'-9" = 22'-0"4 SPACES @ 2'-9" = 11'-0"1'-6•"
SPLICES BY AT LEAST 1'
STAGGER WEB AND FLANGE
SCALE: 3"= 1'-0"
0 3" 6" 12"
FLANGE TO FIT WEB, BOTH ENDS
BEND ANGLE IN ORDER FOR
CONTRACTOR TO DETERMINE
ƒ ƒ
FLANGE BEND.
NO SPLICES SHALL BE ALLOWED WITHIN 2' OF A TENSION2.
1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.
NOTES:
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:30:52 PM
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
ST002
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
F S
F .1
S
T .d g n
M A
T T
H E
W D
H A
N S
O N P .E
G E
C D
T E
M
T Y
L E
R M
A G
IL
L
P L
A N A
N D E
L E
V A
T
IO
N
S
T O
P L
O G
G E
C D
G
D/S ELEVATION
PLAN
" = 1'-0"2
1SCALE:
2'-4" SPILLWAY STOPLOG
ST003
A
ST003
B
ST003
C
ST003
D
ST003
E
ST003
F
ST004
G
ST004
G
ST004
G
ST004
H
ST004
J
ST004
ST004
SCALE: 3" = 1'-0"
DETAIL- LIFT PINS AND CENTERING SOCKET ARRANGEMENT
ST004
1'-4•"4"
1'-8•"
6‚"
CL
1'-3•"
" SKIN PL4
" WEB PL2
CL
" SKIN PL4
" WEB PL2
" SKIN PL4
" WEB PL2
CL
CL
" SKIN PL4
" WEB PL2
" WEB PL2
" SKIN PL4
CL
3”"1'-›"2'-0"
3'-4"4"
3'-8"
6‚" ƒ ƒ
3'-3"
3'-5ƒ"
SCALE: 3"= 1'-0"
0 3" 6" 12"
TYP.
FLANGE PL,
" 2
8"x
TYP.
FLANGE PL,
" 2
8"x
PINS LOCATION
ST002 FOR PLAN AT LIFT
SEE DETAIL 2 ON SHEET
1'-8•"
" R4
" END PL4
" SKIN PL4
1"
1"
D E
F L E
C T
IO
A
L I
N
IT
IA
L
" PL2
" PL2
BLOCK
TYP. RUB
PLATE
TO SKIN
1'-7‚" "2
"2
"2
1'-6‚"
FLANGE
1" TENSION
FLANGE
1" TENSION
FLANGE
1" TENSION
FLANGE
1" TENSION
FLANGE
1" TENSION
B
A R I
O E
" STIFFENER PL8
3 " STIFFENER PL8
" STIFFENER PL8
PL
" STIFFENER 8
ƒ
PL, TYP.
" STIFFENER2
2'-10„"4"
3'-2„"
"2
6‚" ƒ
2'-11‡"
2'-10"
" STIFFENER PL8
" STIFFENER PL2
" STIFFENER PL8
" STIFFENER PL8
" STIFFENER PL8
2'-4‚"4"
2'-8‚"
"2
6‚" ƒ
2'-6"
2'-3•"
"2
1'-10…"4"
2'-2…"
6‚" ƒ
1'-10"
2'-„"
TYP
CJP
DRAWING PLOT SIZE: ANSI F
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ecdjem BY USERNAME:DATE AND TIME PLOTTED: 7/19/2017 2:33:22 PM
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
ST003
W
N S
T R
E A
M F
IS
H P
A S
S A
S T
E R D
A M A
N D R
E S
E R
V O
IR
F S
F .1
S
T .d g n
M A
T T
H E
W D
H A
N S
O N P .E
G E
C D
T E
M
T Y
L E
R M
A G
IL
L
S
T O
P L
O G S
E C
T
IO
N S
G E
C D
G
ST002
B
SCALE: 3" = 1'-0"
SECTION
ST004
ST002
C
" = 1'-0"3SCALE:
SECTION
ST002
D
SCALE: 3" = 1'-0"
SECTION
ST002
E
" = 1'-0"3SCALE:
SECTION
ST002
F
SCALE:3" = 1'-0"
SECTION
ST004
ST004
ST002
A
SCALE: 3" = 1'-0"
SECTION
K
ST004
L
ST004
M
ST004
PORTLAND DISTRICT
Š
Š
TYP
NOTES:
1. SEE SHEET S-001 FOR GENERAL
STRUCTURAL NOTES.
2. ALL COPES ARE 2" TYPICAL
3. ALL FILLET WELDS ARE 1/4" UNLESS
NOTED OTHERWISE
| G-001 |
| G-002 |
| S-001 |
| SF101 |
| SF501 |
| SF502 |
| SF503 |
| SF504 |
| SF505 |
| SF506 |
| SL001 |
| SL002 |
| SL003 |
| SL004 |
| ST001 |
| ST002 |
| ST003 |
File details come from the government source that posted it. Updated .