A.01.13_Advertise_Drawings_1-20.pdf
PDF 14 MB Posted
- Attached to
- Fall Creek Regulating Outlet Rehabilitation
- Solicitation number
- W9127N-16-R-0070
About this file
Drawing 1-20
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DRAWING PLOT SIZE: $BORDER$
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [08-2013]
P
W D
IR
D
E S
IG
N F
IL
E
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
SHEET OF
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
PORTLAND DISTRICT
0 0
F A
L L C
R E
E K D
A M A
N D R
E S
E R
V O
IR
F L
D .1
S -0
X X
X .d g n
S-001
R E
L
IA
B
IL
IT
Y U
P G
R A
D E
R E
G U
L A
T
IN
G O
U T
L E
T G
A T
E
A N
S I F
G E
C D J R
L
G A
V
IN
S
M
IT
H
:1
G E
C D
M D
H
STRUCTURAL GENERAL NOTES
STRUCTURAL STEEL
CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.
SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING
VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND
ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD
ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE
GREATER THAN 5/8" ARE NOT ALLOWED.
SHEARING, FLAME CUTTING OR MACHINING. SHEARED PLATES
SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF
ALL SHARP EDGES SHALL BE BROKEN TO A 1/16”RADIUS UNO. A
BE PROVIDED FOR GOVERNMENT APPROVAL.
BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL
SHOP DRAWING SHEET THE WELD IS LOCATED ON. THIS LIST SHALL
DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH
ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP
IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL.
ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE
ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE
OTHERWISE NOTED.
WELD ACCESS HOLES ARE 2" R AND GROUND SMOOTH UNLESS
FILLET WELD SIZE PER AWS D1.5..
SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING
ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS
STEEL SHALL BE ASTM A709 GR. 50 ZONE 2
S
R U
C T
U R
A L N
O T
E S
REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION.
FRACTURE CRITICAL ENDORSEMENT AT THE TIME OF BID.
AISC INTERMEDIATE OR ADVANCED BRIDGE FABRICATOR WITH
SHOP FABRICATOR SHALL BE A CERTIFIED FABRICATOR WHO IS AN
WELDING TO BE PER SPECIFICATION 05 59 13.00 25
PAINTING TO BE PER SPECIFICATION 09 97 02.13 26
NEW UPSTREAM BULKHEAD: 12,000 LBS
NEW RO GATE: 11,500 LBS
APPROXIMATE WEIGHTS:
"8
12.3 MEMBER LENGTH 30' OR MORE: ±
"16
12.2 MEMBER LENGTH 30' OR LESS: ±
"32
12.1 BOTH ENDS MILLED: ±
TOLERANCES UNLESS OTHERWISE NOTED
BULKHEAD
CONTROL HEIGHT
OFFSET
LIFTING LUG
CONTROL WIDTH
TOLERANCE
PARALLEL
TOLERANCE
PLUMB
TOLERANCE
SKEW
BEARING SHOE
GUIDE SHOE TO
OUT TO OUT
FILLER BAR EDGE
TO
FILLER BAR EDGE
BEARING SURFACE
TO
FILLER BAR SURFACE
NOT TO SCALE
LIFTING LUGS
TO >
END GUIDE
SHOE TO OF
OUT OF BEARING
CONTROL DIMENSIONS CHART
DRAFT TUBE BULKHEAD
END GUIDES (TOP)
OUT TO OUT OF
GUIDES (BOTTOM)
OUT TO OUT OF END
RO GATE
NOT TO SCALE
MAX POOL - 834'
ELEV. 676.1
MAX POOL - 834'
ELEV. 665.7
ELEV. 685.25
ELEV. 670.0
RO GATE BULKHEAD
NOTE: TO BE FILLED OUT DURING AS BUILT STAGE
FOR THE BULKHEAD SHOWN ON S-511
CONTRACTOR SHALL DESIGN AND FABRICATE A NEW LIFTING BEAM
B30.20
NEW LIFTING BEAM TO MEET REQUIREMENTS IN EM385-H AND ASME
DRAWINGS FOR GOVERNMENT APPROVAL PRIOR TO FABRICATION
SUBMIT ALL LIFTING BEAM DESIGN CALCULATIONS AND SHOP
13.00 25 AND PAINTED PER SPECIFICATION 09 9702.1326
LIFTING BEAM SHALL BE FABRICATED PER SPECIFICATION 50 59
M A
T T
H E
W D
H A
N S
O N P .E
/1
/2
3.4
3.3
3.2
3.1
3.0
2.0
1.10
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
ALLOW FOR DISCONNECTING WHEN INSTALLED
3.4 NEW LIFTING BEAM MUST HAVE REMOTE RELEASE MECHANISM TO
W
N -1
-R -0
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [08-2013]
P
W D
IR
D
E S
IG
N F
IL
E
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
L L C
R E
E K D
A M A
N D R
E S
E R
V O
IR
F L
D .1
S -5
X X
X .d g n
S-501
R E
L
IA
B
IL
IT
Y U
P G
R A
D E
R E
G U
L A
T
IN
G O
U T
L E
T G
A T
E
HORIZONTAL GATE LEAF SEALGATE LEAF AND SEAL ASSEMBLY
SCALE: 1"= 1'-0"
SCALE: 1"= 1'-0"SCALE: 1"= 1'-0"
1'-8" 1'-8"
"2 18 "2
5'-11" C to C SEALS
"4 11'-2
"4 36'-3
5'-7"
DOWNSTREAM FACE
"4
1" 2"
"4
"4
" DRAIN HOLE
"4
"2 15'-5
TYP OF 2
LEAF SEAL,
VERTICAL GATE
TYP
CIP PLUG,
BOLT, TYP
GATE LEAF SEAL
1'-7" "4
11'-11
A N
S I F
G E
C D J R
L
G A
V
IN
S
M
IT
H
G A
T E L
E A
F D
E T
A
IL
S I
X
S
L
ID
E G
A T
E S
:1
8"
1" 2"10"
5'-11" C to C SEALS
S
P A
C E
S
16 SPACES @ 4" - 5'-4"
O-RING SEAL
TYP
" R WELD ACCESS HOLES,
8"Ø THROUGH 3" PLATE
8"Ø THROUGH 1" PLATE
"4
G E
C D
M D
H
FOR DS FACE PLATE DETAILS
FOR CLARITY, SEE SHEET S-502
DOWNSTREAM FACE REMOVED
CJP typ
CJP typ
CJP typ
CJP typ 1/2
1/2
1/2
1/2
CJP typ
NOTES
1.SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
12"
SCALE: 1"= 1'-0"
6" 0 1'
9"R
"2 15'-5
1'-3"
FCM
FCM
FCM, TYP
M A
T T
H E
W D
H A
N S
O N P .E
/1
/2
W
N -1
-R -0
NTS
EXPLODED ISOMETRIC VIEW
GATE LEAF SEAL ASSEMBLY -
NTS
ISOMETRIC VIEW
GATE LEAF SEAL ASSEMBLY -
GATE LEAF - PLAN VIEW
ELEVATION
GATE LEAF - DOWNSTREAM
GATE LEAF - SIDE ELEVATION
B
SCALE: 1" = 1'-0"
SECTION
A
SCALE: 1" = 1'-0"
SECTION
C
SCALE: 1" = 1'-0"
SECTION
NTS
REMOVED - ISOMETRIC VIEW
GATE LEAF WITH DS FACE
F
SCALE: 1" = 1'-0"
SECTION: GATE LEAF WITH DS FACE REMOVED
A
B
C
F
S-502
E
S-502
D
S-502
S-502
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [08-2013]
P
W D
IR
D
E S
IG
N F
IL
E
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
L L C
R E
E K D
A M A
N D R
E S
E R
V O
IR
F L
D .1
S -5
X X
X .d g n
S-502
R E
L
IA
B
IL
IT
Y U
P G
R A
D E
R E
G U
L A
T
IN
G O
U T
L E
T G
A T
E
A N
S I F
G E
C D J R
L
G A
V
IN
S
M
IT
H
X
S
L
ID
E G
A T
E S
:1
4'-8" "8
2"
2"
1"
� STEM
1"
2"
SCALE: 1"= 1'-0"
"8
G E
C D
M D
H
G A
T E L
E A
F D
E T
A
IL
S I I
CJP typ
CJP typ
CJP typ
CJP typ
CJP typ
CJP typ
2.
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
1/2
DISSIMILAR WELD USE 309L ELECTRODE
1"2"
"8
2"4"
M A
T T
H E
W D
H A
N S
O N P .E
/1
/2
" BEVEL4
STAINLESS BEARING BAR
S E
E N
O T
E
SEE NOTE 2
SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
NOTES
1.
DIMENSION TO ACHIEVE CL WITH TOP EMBEDDED SEAL.
W
N -1
-R -0
ELEVATION
FACE PLATE DOWNSTREAM -
S-501
D
SCALE: 6" = 1'-0"
SECTION
S-501
SCALE: 6" = 1'-0"
DETAIL
S-501
E
SCALE: 6" = 1'-0"
SECTION
S-501
SCALE: 6" = 1'-0"
DETAIL
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [08-2013]
P
W D
IR
D
E S
IG
N F
IL
E
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
L L C
R E
E K D
A M A
N D R
E S
E R
V O
IR
F L
D .1
S -5
X X
X .d g n
S-511
R E
L
IA
B
IL
IT
Y U
P G
R A
D E
R E
G U
L A
T
IN
G O
U T
L E
T G
A T
E
A N
S I F
G E
C D J R
L
G A
V
IN
S
M
IT
H
:1
G E
C D
M D
H
R O B
U L
K H
E A
D D
E T
A
IL
S I
IN
T
A K
E S
T R
U C
T U
R E
SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
NOTES
1.
SCALE: 3"= 1'-0"
0 3" 6" 12"
GUIDE ANGLES
O. TO O. OF GUIDES - 6'-11" ( )
1+
1-
"2 11'-2
GUIDE ANGLES
DOG BAR
C.G.
� LIFTING PIN
SYMM. ABOUT �
SYMM. ABOUT �
J SEAL
J SEAL
C.G.
"= 1'-0"
3SCALE:
"= 1'-0"
3SCALE:
FLOW FLOW
FLOW
FL
OW
DOG BAR
CJP typ
CJP typ
CJP typ
FLOW
J SEAL
NOT SHOWN
J SEAL
SEAL ASSEMBLY
BULKHEAD AND
2"
1" SKIN
1" DIAPHRAGM
1" WEB (TYP.)
6"x1" FLANGE (TYP.)
"4
"4
"4
"4 32 5"
1" DIAPHRAGM
C.G. OF BULKHEAD
FLOW
" PIN
1"Ø x 5
"x1"(TYP.)
1BAR 2
J SEAL
1" DIAPHRAGM
SKIN"
FLOW
"= 1'-0"
3SCALE: "= 1'-0"
3SCALE:
"4
3'-3"
6'-6"
"2 12'- "2
11'-2
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"(TYP.)4
"8
SKIN, FCM
6"x1" FLANGE
2"
"x1"2
1BAR 2
"4 11 R
S
P A
S
P A
S
P A
S
P A
TYP
1 1/2" WELD ACCESS HOLE
HOLE TYP.
1 1/2" WELD ACCESS
M A
T T
H E
W D
H A
N S
O N P .E
/1
/2
W
N -1
-R -0
BULKHEAD - SIDE ELEVATION
A
BULKHEAD - PLAN VIEW
A " = 1'-0"
3SCALE:
SECTION
NTS
LOOKING DOWNSTREAM
ISOMETRIC VIEW
BULKHEAD ASSEMBLY -
NTS
LOOKING UPSTREAM
ISOMETRIC VIEW
BULKHEAD ASSEMBLY -
NTS
DS ISOMETRIC VIEW
FLANGES NOT SHOWN -
BULKHEAD UPSTREAM
C
SCALE: 3" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
DETAIL
BULKHEAD - UPSTREAM ELEVATIONDOWNSTREAM ELEVATION
BULKHEAD -
S-512
S-512
S-512
S-512
D
C
B
B " = 1'-0"
3SCALE:
SECTION
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
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [08-2013]
P
W D
IR
D
E S
IG
N F
IL
E
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
L L C
R E
E K D
A M A
N D R
E S
E R
V O
IR
F L
D .1
S -5
X X
X .d g n
S-512
R E
L
IA
B
IL
IT
Y U
P G
R A
D E
R E
G U
L A
T
IN
G O
U T
L E
T G
A T
E
A N
S I F
G E
C D J R
L
G A
V
IN
S
M
IT
H
:1
G E
C D
M D
H
IN
T
A K
E S
T R
U C
T U
R E
R O B
U L
K H
E A
D D
E T
A
IL
S I I
1'-0"
"C L
R
EA. SIDE
CLR."4
"SEAL COMPRESSION8
CONCRETE
BLOCKOUT
FLOW
R .O S
T A
R .O S
T A
NOTE:
ON FRAME
WATERWAY AND END POST BEARING
WITH BULHEAD CENTERED IN
CLEARANCE DIMENSIONS SHOWN
SCALE: 3"= 1'-0"
SCALE: 3"= 1'-0"
FLO
W
DETAIL
SLOT CLEARANCE
SEE BULKHEAD
END POST
@ 6" C to C MAXIMUM
LOCKWASHERS SPACED
WITH HEX NUTS AND
"Ø CRS MACH BOLTS
J SEAL
J SEAL
J SEAL
SKIN
"2
"4
"2 11"2
3"
CJP typ
DOG RETRACTED POSITION
"4
"x0'-14
BAR 1"x
LATCH
"x0'-4"8
BAR 1"x
"(TYP)4
"x0'-14
"x2
BAR 1
(FAR SIDE)
BAR LATCH
SCALE: 3"= 1'-0"
1"
8"
1"
1"
1"
NEAR SIDE
FAR SIDE
SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
NOTES
1.
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 6"= 1'-0"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
"8 31 "8
HEX HEAD
SEMI-FINISH
CRS
"Ø HOLE16
DRILL
R (TYP)"2
R (TYP)"2
J SEAL
END POST
END POST
"4 11 "4
"8
7"
7"
3"
"2
"2
"4
3/16
"8
"2
OF BULKHEAD
SYMM ABOUT C.G.
S
P A
BREAK CORNER (TYP)
STUDS (TYP)
7/8" X 11/16" SLOT
3 X2
1 X 22 1L 2
AND WELD
CUT LEG BEND
1/2" PL
3/16
M A
T T
H E
W D
H A
N S
O N P .E
/1
/2
THIS SHEET)
(SEE DETAIL
GUIDE ANGLES
1"
"16
C.G.
C.G.
SKIN
END POST
")16 7(4")16
5(6
BAR LATCH
DOG BAR
W
N -1
-R -0
H
SCALE: 3" = 1'-0"
SECTION
G
SCALE: 3" = 1'-0"
SECTION
J
SCALE: 3" = 1'-0"
SECTION
NTS
EXPLODED ISOMETRIC VIEW
GATE LEAF SEAL ASSEMBLY -
F
SCALE: 3" = 1'-0"
SECTION
S-511
SCALE: 3" = 1'-0"
DETAIL
S-511
SCALE: 3" = 1'-0"
DETAIL
S-511
SCALE: 3" = 1'-0"
DETAIL
GUIDE ANGLE DETAIL
F
H
G
BULKHEAD SLOT CLEARANCE DETAIL
E
S-512
D
SCALE: 3" = 1'-0"
SECTION
E
SCALE: 3" = 1'-0"
SECTION
J
DOG BAR DETAIL
DOG PIN DETAIL
File details come from the government source that posted it. Updated .