A.03.09 Drawings.pdf
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- Attached to
- Selective Withdrawal Intake Bulkhead Beech Fork Dam Federal contract opportunity
- Solicitation number
- W91237210031
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| E.01.06 W9123721Q0031.pdf | ||
| A.02.16 SCOPE OF WORK.pdf | ||
| B.08.02 W9123721Q0031.pdf |
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Text version
US ARMY CORPS
OF ENGINEERS
HUNTINGTON DISTRICT
SOLICITATION OR RFP NUMBER OR OTHER CONTRACTING REFERENCE NUMBER
111150 FY19
SEPTEMBER 2019
LAVALETTE, WEST VIRGINIA
BEECH FORK LAKE
TWELVEPOLE CREEK
BULKHEADS
INTAKE
WITHDRAWAL
SELECTIVE
CERTIFIED FINAL DOCUMENTS - RTA
6'-7"
5" 5""2 12'-10 "2
12'-10
•" P TYP.
"8
•" STIFF. P
1'-6"X6"X•""2
C8X11.5
"4 12 "2
SEAL
TOP
SIDE SEAL
SEAL
C8X11.5
"2
1"
DRAIN HOLE
1•" DIA.
1'-8" TYP.
I.D. TAG
BULKHEAD
S-501 FOR DETAILS
OUTLET SEE SHEET
EQUALIZING VALVE
" EXTENTS OF BEARING PLATES (FCM)4
36'-7
" +0" -„"4 17'-3
SEAL
(FCM)
C8X11.5
TYP.
LUG (FCM)
ƒ" LIFTING
"2
(FCM)
C8X11.5
C8X11.5
C8X11.5 (FCM)
LUG (FCM)
ƒ" LIFTING
(FCM) TYP.
•" STIFF. P
(FCM) TYP.
•" STIFF. P
1"
(FCM)
W8X13
(FCM)
W/ ‚" RAD.
…" SKIN P
(FCM)
C8X11.5
(FCM)
W8X13
(FCM)
W8X13
(FCM)
W8X13
(FCM)
C8X11.5
"2
S
K
IN
P
F
C M
E
X T
E N
T S
O F
B E
A R
G
'S
F
C M
(FCM)
…" SKIN P
W/ ‚" RAD.
CLAMPING BAR
1ƒ"X…"
E
X T
E N
A R
L
A T
E S
F
C M
(FCM)
•" BEARING P
…" SKIN P (FCM)
•" BEARING P (FCM)
TYP.
& LOCK WASHER
HEX BOLT W/ NUT
•" DIA. ASTM A307
10"10"
ONLY (TYP.)
BOT. GIRDER
DRAIN HOLE
C 1•" DIA.
"2 12 "8
SKIN P
D/S FACE OF
(FCM)
LIFTING LUG
ƒ" MIDDLE
(FCM) TYP.
•" BEARING P
COLUMN
C8X11.5
•" STIFF. P
C8X11.5 (FCM)
" EXTENTS OF SKIN P (FCM)4
36'-10
" TYP.4
31'-7
C W5X16 TYP.
(FCM)
LIFTING LUG
ƒ" MIDDLE
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
D
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
XXXX
FABRICATED
X,XXX LBS
32 FEET
DESIGN HEAD
UPPER UNIT
2 8
IP
P
W P :d
\S -2
U
P P
E R U
N
IT
E
L E
V A
T
IO
N S P
L A
N S
E C
T
IO
N S
D
E T
A
IL
S .d g n
H E
C X J
A W
.1
:1
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/2
IP
P
W P :d
\S
T D
V .p e n
IP
P
W P :d
\b w .c tb
-S
E P -2
:0
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
N T
IN
G T
O N
W E
S T V
IR
G
IA
J J
K
J A
W
C L
C
T W
E L
V E
P O
L E C
R E
E K
B E
E C
H F
O R
K L
A K
E
L A
V A
L E
T T
E
W V
L
L
R 2"
R
L
L
L
1" R
SCALE: 1•"=1'-0"
PLAN VIEW
SCALE: 1•"=1'-0"
SCALE: 1•"=1'-0"
R
SCALE: 3"=1'-0"
SECTION
SCALE: 3"=1'-0"
L
S-501
END VIEW
G1
G2
G3
G4
G5
VIEW
G1
G2
G3
G4
G5
G1
A
SECTION
(FCM)
…" SKIN PL
T Y
P
SCALE: 3"=1'-0"
DETAIL
L
FOR CLARITY
SKIN PLATE NOT SHOWN
SEAL ASSEMBLY AND*
TYP.T
Y
P
L
TYP.
T Y
P
L
S E
C T
IO
N S
D
E T
A
IL
S
E L E
V A
T
IO
N S P
L A
N
S E
L E
C T
IV
E W
IT
H
D R
A W
A L I
N T
A K
E B
U L
K H
E A
D S
S-201
U P
P E
R U
N
IT
S -2
U
P P
E R U
N
IT
E
L E
V A
T
IO
N S P
L A
N S
E C
T
IO
N S
D
E T
A
IL
S .d g n
S-501
D
S-501
S-501
A
B
C
WITH AISC
SIZED IN ACCORDANCE
IN W8X13 GIRDERS
WELD ACCESS HOLES
‚TYP.
100% M.T.
‚ TYP.
100% M.T.
TYP.
100% M.T.
TYP.
100% M.T.
‚ TYP.
100% M.T.‚
L
L
‚ TYP.
100% M.T.
0 6" 1' 2'
SCALE: 1- •" = 1'-0"
SCALE: 3" = 1'-0"
12"9"6"3"
B
L
DOWNSTREAM ELEVATION
SCALE: 1•"=1'-0"
C
G1
SCALE: 3"=1'-0"
DETAIL
‚TYP.
100% M.T. ‚
"2
RL
L
SURFACES PRIOR TO ASSEMBLY.
THAT ARE BOLTED TOGETHER SHALL BE PAINTED ON ALL
WITH CONTRACT SPECIFICATION SECTION 09 97 02. ITEMS
ALL STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE13.
GIRDERS, OR BEARING PLATES.
NO SPLICES SHALL BE PERMITTED IN THE SKIN PLATE,12.
AS DEFINED BY AWS D1.5.
ALL WELDS TO FCM SHALL BE FRACTURE CRITICAL WELDS11.
WELDING SYMBOLS AND IN THE CONTRACT SPECIFICATIONS.
NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED ON10.
THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL NOT SCALE ANY DIMENSIONS FROM 9.
TYPICAL DETAILS.
COPES AND WELD ACCESS HOLES ON DRAWINGS DESIGNATE8.
WELDING SYMBOLS SHOWN DESIGNATE TYPICAL WELDS.7.
OF 70 KSI AND SHALL BE LOW HYRDOGEN.
ALL WELD FILLER METAL SHALL HAVE A TENSILE STRENGTH6.
SHALL BE ‚" UNLESS OTHERWISE NOTED.
MINIMUM SIZE FILLET WELD TO BE USED IN FABRICATION5.
WATER-TIGHT WELDS.
ALL MEMBERS SHALL BE JOINED TOGETHER WITH CONTINUOUS4.
PENETRATION GROOVE WELDS UNLESS OTHERWISE NOTED.
ALL GROOVE WELDS SHALL BE COMPLETE JOINT3.
IN ACCORDANCE WITH CONTRACT SPECIFICATION 05 59 20.
PRIOR TO PAINTING, STRESS RELIEVING SHALL BE COMPLETED
FOLLOWING COMPLETION OF PRODUCTION WELDING AND 2.
GRADE 50 T2.
STEEL NOT IDENTIFIED AS FCM SHALL BE ASTM A709
(FCM) SHALL BE ASTM A709 GRADE 50 F2. ALL STRUCTURAL
ALL STRUCTURAL STEEL IDENTIFIED AS FRACTURE CRITICAL1.
NOTES:
R
TYP.
L MIDDLE LUG ONLY
* •" STIFF. PLATE AT
* LIFTING LUG DIMENSIONS TYPICAL
L
L
TYP.
100% M.T.
100% U.T.
TYP.
100% M.T.
100% U.T.
CJP
TYP.
100% M.T.
100% U.T.
CJP
TYP.
100% M.T.
100% U.T.
CJP
COLUMNS
TYPICAL AT C8X11.5
WELD ACCESS HOLE
•" P TYP.
"8
"2 12 "8
"2
"4 12 "2
SEAL
TOP
SIDE SEAL
6'-7"
"2 13'-3 "2
13'-3"8 16 "8
1'-0" "2
1"
"2 11'-1
"2
2"
C8X11.5 TYP.
ƒ" P
•" P
C8X11.5
TYP.
ƒ" P
TYP.
DRAIN HOLE
1•" DIA.
1'-8" TYP.
10" 10"
1'-6"X6"X•"
C8X11.5
SEAL
ONLY (TYP.)
BOT. GIRDER
DRAIN HOLE
C 1•" DIA.
S-501 FOR DETAILS
OUTLET SEE SHEET
EQUALIZING VALVE
(FCM)
LIFTING LUG
ƒ" MIDDLE
SKIN P
D/S FACE OF
C8X11.5
C8X11.5 (FCM)
LUG (FCM)
ƒ" LIFTING
(FCM) TYP.
•" STIFF. P
1"
(FCM)
W/ ‚" RAD.
…" SKIN P
S
F
C M
E
X T
E N
A R
'S
F
C M
(FCM)
C8X11.5
" EXTENTS OF BEARING PLATES (FCM)4
36'-7
" +0" -„"4 17'-3
" TYP.4
31'-7
"2
•" P TYP.
(FCM)
W8X13
(FCM)
W8X13
(FCM)
W8X13
(FCM)
C8X11.5
…" SKIN P (FCM)
•" BEARING P (FCM)
W/ ‚" RAD.
CLAMPING BAR
1ƒ"X…"
(FCM)
C8X11.5
(FCM)
W8X13 ƒ" P (FCM)
LIFTING LUG
OUTER
E
X T
E N
A R
L
A T
E S
F
C M
(FCM)
•" BEARING P
(FCM)
…" SKIN P
•" STIFF. P
(FCM) TYP.
•" STIFF. P
TYP.
& LOCK WASHER
HEX BOLT W/ NUT
•" DIA. ASTM A307
I.D. TAG
BULKHEAD
SEAL
(FCM)
C8X11.5
(FCM)
W8X13
"2
1"
(FCM) TYP.
•" BEARING P
(FCM)
C8X11.5
"2
•" STIFF. P
C8X11.5 (FCM)
" EXTENTS OF SKIN P (FCM)4
36'-10
C W5X16 TYP.
COLUMN
C8X11.5
(FCM)
LIFTING LUG
ƒ" MIDDLE
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
D
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
XXXX
FABRICATED
X,XXX LBS
32 FEET
DESIGN HEAD
LOWER UNIT
3 8
IP
P
W P :d
\S -2
L
O W
E R U
N
IT
E
L E
V A
T
IO
N S P
L A
N S
E C
T
IO
N S
D
E T
A
IL
S .d g n
H E
C X J
A W
.1
:1
/3
/2
IP
P
W P :d
\S
T D
V .p e n
IP
P
W P :d
\b w .c tb
-S
E P -2
N T
IN
G T
O N 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
N T
IN
G T
O N
W E
S T V
IR
G
W
E L
V E
P O
L E C
R E
E K
B E
E C
H F
O R
K L
A K
E
L A
V A
L E
T T
E
W V
L "2
R
R 2"
1" R
L
R
"2
R
T Y P
R
6"R
"2 1R
L
L
L
L
G1
G2
G3
G4
G5
SCALE: 1•"=1'-0"
DOWNSTREAM ELEVATION
SCALE: 1•"=1'-0"
PLAN VIEW
SCALE: 3"=1'-0"
DETAIL
SECTION
SCALE: 3"=1'-0"
D
S-501
B
G1
G2
G3
G4
G5
C
R
SCALE: 3"=1'-0"
VIEW
G2
G1G1
SCALE: 3"=1'-0"
DETAIL
L
L
L
L
A
(FCM)
…" SKIN PL
L
L
T Y
P
R
TYP.
T Y
P
L
S E
L E
C T
IV
E W
IT
H
D R
A W
A L I
N T
A K
E B
U L
K H
E A
D S
S-202
L O
W E
R U
N
IT
S -2
L
O W
E R U
N
IT
E
L E
V A
T
IO
N S P
L A
N S
E C
T
IO
N S
D
E T
A
IL
S .d g n
S E
C T
IO
N S
D
E T
A
IL
S
E L E
V A
T
IO
N S P
L A
N
J J
K
J A
W
C L
C
L
1"
SHEET S-201
SEE NOTES ON
FOR CLARITY
SKIN PLATE NOT SHOWN
SEAL ASSEMBLY AND
SCALE: 3"=1'-0"
DETAIL
S-501
S-501
B
C
WITH AISC
SIZED IN ACCORDANCE
IN W8X13 GIRDERS
WELD ACCESS HOLES
TYP.
100% M.T.
‚ TYP.
100% M.T.
‚ TYP.
100% M.T.
‚TYP.
100% M.T. ‚
L
L
L
‚ TYP.
100% M.T.
TYP.
100% M.T.
L
‚ TYP.
100% M.T.‚
‚ TYP.
100% M.T.
TYP.
100% M.T.
DUE TO LIMITED CLEARANCE
ADJUSTED AS NECESSARY
OUTER LUGS SHALL BE
SEAL BOLT LENGTH AT
S-501
SCALE: 1•"=1'-0"
END VIEW
0 6" 1' 2'
SCALE: 1- •" = 1'-0"
SCALE: 3" = 1'-0"
12"9"6"3"
SECTION
SCALE: 1•"=1'-0"---
A
L
SHOWN FOR CLARITY
* SKIN PLATE NOT
TYP.
R
TYP.
* LIFTING LUG DIMENSIONS TYPICAL
MIDDLE LUG ONLY
* •" STIFF. PLATE AT
L
L
L
TYP.
100% M.T.
100% U.T.
TYP.
100% M.T.
100% U.T.
CJP
TYP.
100% M.T.
100% U.T.
CJP
COLUMNS
TYPICAL AT C8X11.5
WELD ACCESS HOLE
T Y
P
"8 34 W5X16
BOT. SEAL
W5X16 1'-0"
3"
R E
A C
H
ROPE CLAMPS
TO LEVER W/WIRE
ATACH WIRE ROPE
OF 2,400 LBS.
MIN. WORKING LOAD
TYPE 304 WIRE ROPE,
STAINLESS STEEL
…" DIA. 6X19
C BULKHEAD
FOR †" BOLT TYP.
•" DIA. HOLES
' •" P
•" P
FOR †" BOLT TYP.
•" DIA. HOLES
STEEL PIPE
2" SCHED. 80
•" P
FOR †" BOLT TYP.
•" DIA. HOLES
H O
L
O R
E
D
A C
H O
L E
•" SPACER P
(FCM)
…" SKIN P
(FCM)
•" BEARING P
(FCM)
GIRDER
C8X11.5
COLUMN
C8X11.5
(FCM)
C8X11.5
SEE NOTE 4
W/ NUTS & WASTERS
GRADE A325 BOLTS
USING 4-†" DIA. ASTM F3125
CONNECT SPOOL AND VALVE
SPOOL PIECE AND VALVE.
ˆ" RUBBER GASKET BETWEEN
INSTALL SPOOL PIECE WITH
TYP.
(FCM)
W8X13
TYP.
Œ" DIA. HOLE
BE FULL-MOLDED
SEAL CORNERS SHALL
A
"4 17'-3
3"
"8 52 "8
COLUMN
C8X11.5
(FCM)
GIRDER
C8X11.5
4"
1"
TYP.
& LOCK WASHER
HEX BOLT W/ NUT
C •" DIA. ASTM A307
TYP.
& WASHER
HEX BOLT W/ NUT
•" DIA. ASTM A307
TYP.
& WASHER
HEX BOLT W/ NUT
•" DIA. ASTM A307
LOCATING HOLES
FABRICATOR IS RESPONSIBLE FOR
BETWEEN SPACER P AND SPOOL.
WASHER. USE ˆ" RUBBER GASKET
GRADE A325 BOLTS W/ NUT &
USING 4-†" DIA. ASTM F3125
ATTACH SPOOL PIECE TO SKIN P
SEE NOTES 2-4
GATE VALVE
2" BONNETLESS KNIFE
SEE NOTES 2-4
KNIFE GATE VALVE
2" BONNETLESS
SKIN P
D/S FACE OF
19 SPA. @ 4" =6'-4"
SLEEVE
…" SWAGE
‚" P
‚" P
FLANGE
VALVE SIDE
FLANGE
SKIN P SIDE
" CLEAR4
DIA. HOLE
C Œ" "
"16
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
D
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
XXXX
FABRICATED
X,XXX LBS
32 FEET
DESIGN HEAD
LOWER UNIT
XXXX
FABRICATED
X,XXX LBS
32 FEET
DESIGN HEAD
UPPER UNIT
4 8
IP
P
W P :d
\S -5
S
E A
L S
V A
L V
E S
D
E T
A
IL
S .d g n
H E
C X J
A W
.1
:1
/3
/2
IP
P
W P :d
\S
T D
V .p e n
IP
P
W P :d
\b w .c tb
-S
E P -2
N T
IN
G T
O N 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
N T
IN
G T
O N
W E
S T V
IR
G
E L
V E
P O
L E C
R E
E K
B E
E C
H F
O R
K L
A K
E
L A
V A
L E
T T
E
W V
L
L
L
DIA.
MIN.
B
L
R
L
R
L
SKIN P SIDE FLANGEL
L
L
2"R
VALVE SIDE FLANGE
SCALE: 3"=1'-0"
SPOOL PIECE
SCALE: 3"=1'-0"
SPACER PLATE
L
L
L
L
L
SECTION
SCALE: 1•"=1'-0"
SCALE: 3"=1'-0"
DETAIL
A
SCALE: 3"=1'-0"
VIEW
L
SCALE: 6"=1'-0"
SECTION
G2
SCALE: 1•"=1'-0"S-202
3 DETAIL
S E
L E
C T
IV
E W
IT
H
D R
A W
A L I
N T
A K
E B
U L
K H
E A
D S
S-501
S E
A L S
V A
L V
E S
D
E T
A
IL
S
S -5
S
E A
L S
V A
L V
E S
D
E T
A
IL
S .d g n
J J
K
J A
W
C L
C
A
B
A P
P R
O X
FOR CLARITY
NOT SHOWN
* •" STIFFENER PL
C
C
BULKHEAD UNIT.
OPPOSITE HAND FOR UPPER
ASSEMBLY SHALL BE
SHOWN. LEVER ACTUATOR
LOWER BULKHEAD UNIT
* VALVE ORIENTATION FOR
SCALE: ƒ"=1'-0"
SEAL ELEVATION
TYP.
SCALE: 3"=1'-0"
DETAIL4
R
XXXX
FABRICATED
X,XXX LBS
32 FEET
DESIGN HEAD
UPPER UNIT
G2
SCALE: 1•"=1'-0"S-201
3 DETAIL
S-202 S-201 & S-202
S-201 &
VIEW
SCALE: 1•"=1'-0"
S-202
S-201 &
D
L
0 1' 2' 3'
SCALE: ƒ" = 1'-0"
0 6" 1' 2'
SCALE: 1- •" = 1'-0"
SCALE: 3" = 1'-0"
12"9"6"3" 0
SCALE: 6" = 1'-0"
4"2"1"
* SEE NOTE 6
‚ TYP.
100% M.T.‚
L
DESIGN HEAD
IDENTIFICATION AND
ALONG WITH THE UNIT
STAMPED ON I.D. TAG
FABRICATED SHALL BE
* FINAL WEIGHT AND YEAR
L
DESIGN HEAD
IDENTIFICATION AND
ALONG WITH THE UNIT
STAMPED ON I.D. TAG
FABRICATED SHALL BE
* FINAL WEIGHT AND YEAR
PRIOR TO NDT AT CONNECTION TO SKIN PLATE.
CONNECTIONS. WELD SHALL BE GROUND FLUSH
WELD DETAIL IS TYPICAL FOR CHANNEL WEB7.
CONTRACT SPECIFICATION 35 20 16.53.
SINGLE UNIT AND SHALL BE AS SPECIFIED IN
SEAL SHALL BE VULCANIZED AND PROVIDED AS A6.
SEAL COMPRESSION.
TIGHTENED TO THE MANUFACTURER RECOMMENDED
•" DIA. ASTM A307 SEAL RETAINING BOLTS SHALL BE 5.
TO A SNUG TIGHT FIT.
PLATE AND EQUALIZING VALVE SHALL BE TIGHTENED
ATTACHMENT OF THE SPOOL PIECE TO THE SKIN
†" ASTM F3125 GRADE A325 BOLTS UTILIZED FOR 4.
1-1•" AT ANY LOCATION.
FURTHEST EXTENT OF THE VALVE DOES NOT EXCEED
FROM THE FACE OF THE BEARING PLATES TO THE
DEPTH OF THE EACH BULKHEAD UNIT, AS MEASURED
CONTRACTOR SO AS TO ENSURE THAT THE MAXIMUM
OF SPOOL PIECE SHALL BE DETERMINED BY THE
PRECISE VERTICAL LOCATION OF VALVE AND LENGTH3.
SPECIFICATION 35 20 16.53.
FORCE OF 10-30 LB IS APPLIED PER CONTRACT
CLOSED POSITION UNLESS A CONSTANT UPWARD
RETAINING THE VALVE HANDLES IN A VALVE
& CONTRACTOR SHALL PROVIDE MEANS FOR
BULKHEAD UNIT. VALVES SHALL BE BI-DIRECTIONAL
ONE (1) 2" DIA. KNIFE GATE VALVE REQUIRED PER2.
FOR GENERAL NOTES, SEE SHEET S-201.1.
NOTES:
TYP.
100% M.T.
SEE NOTE 7
TYP.
100% M.T.
100% U.T.
CJP
APPROX.
TYP.
100% M.T.
100% U.T.
CJP
TYP.
32"8
111"2
1'-6"
2" 5" "8 16 "8
HOLE TYP.
•" DIA.
9"
2" "2 12 "2
12 2"
HOLE TYP.
•" DIA.
"8
"16
"8
1 "
2"
"8
"2
(FCM)
1" P
(FCM)
1" P
(FCM)
ƒ" P
(FCM)
ƒ" P
(FCM)
1" P
(FCM)
ƒ" P
TYP.
I.D. TAG
LINK
"4 11'-2 11•" 1'-6" 1'-6"
6'-6ƒ" 9'-0" 9'-0"
32'-3" ± 1•"
5'-0" EXTRA LENGTH
6" MIN.
1'-6" 1'-9" ± 1"
TYP.
MASTER LINK
TYP.
CONNECTING LINK
TYP.
CONNECTING LINK
SEE NOTE 6
SHACKLE
CHAIN
SEE NOTE 7
TYP.
MASTER LINK
SEE NOTE 8
STEEL I.D. TAG
CORROSION RESISTANT
TYP.
MASTER LINK
TYP.
CHAIN
TYP.
CHAIN
TYP.
CHAIN
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
PICK POINT
INITIAL
DOG-OFF
INITIAL
DOG-OFF
INTAKE
TOP
PICK POINT
INTAKE
TOP
DOG-OFF
INTAKE
MIDDLE
PICK POINT
INTAKE
MIDDLE
DOG-OFF
INTAKE
BOTTOM
PICK POINT
INTAKE
BOTTOM
DOG-OFF
INTAKE
MIDDLE
PICK POINT
INTAKE
MIDDLE
CHAIN
PICK UP
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R
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2" R
SCALE: 6"=1'-0"
VIEW
A A
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OUTER DOG-OFF HOOK
MAKE 2 OPPOSITE HAND
MAKE 2 AS SHOWN
SCALE: 3"=1'-0"
ELEVATION
MIDDLE DOG-OFF HOOK
MAKE 2
SCALE: 3"=1'-0"
A
L
MAKE 4
SCALE: 1"=1'-0"
DOGGING CHAIN
MAKE 1
SCALE: 3"=1'-0"
PICK-UP CHAIN
SCALE: 3"=1'-0"
DETAIL
Š TYP.
100% M.T.
Š TYP.
100% M.T.
* SEE NOTES 2-5
M
IN
LINK I.D. TAG SCHEDULE
DOGGING CHAIN
* FROM LEFT TO RIGHT AS SHOWN
BOTTOM INTAKE PICK POINT
BOTTOM INTAKE DOG-OFF
MIDDLE INTAKE PICK POINT
MIDDLE INTAKE DOG-OFF
TOP INTAKE PICK POINT
TOP INTAKE DOG-OFF
INITIAL PICK POINT
INITIAL DOG-OFF
S E
L E
C T
IV
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IT
H
D R
A W
A L I
N T
A K
E B
U L
K H
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SEE NOTE 6
SHACKLE
CHAIN
SCALE: 1''=1'-0''
1' 6" 0 1' 2' 0
SCALE: 3" = 1'-0"
12"9"6"3" 0
SCALE: 6" = 1'-0"
4"2"1" SELECTIVE WITHDRAWAL BULKHEAD UNIT.
ALLOW FOR A STRAIGHT PULL ON THE OUTER LUGS OF THE LOWER
LOAD LIMIT OF 10,000 LBS SHALL BE PROVIDED WITH PICK POINTS WHICH
A COMMERCIALLY AVAILABLE SPREADER BEAM WITH A MINIMUM WORKING9.
I.D. TAGS SHALL BE AS SHOWN ON 'DOGGING CHAIN LINK I.D. TAG SCHEDULE.
USING C.R.S. NO. 12 WIRE OR MIN. „" STEEL RING. STAMPED MARKINGS ON
CORROSION RESISTANT STEEL (C.R.S.) I.D. TAGS SHALL BE ATTACHED TO LINKS 8.
FOR ALL MASTER LINKS.
MINIMUM MASTER LINK DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS7.
PIN DIAMETER OF SHACKLE SHALL BE MINIMUM ‡" AND MAXIMUM •"6.
PERMANENTLY CONNECTED.
ALL COMPONENTS OF DOGGING CHAIN, EXCLUDING SHACKLE, SHALL BE5.
MINIMUM WORKING LOAD LIMIT FOR ALL RIGGING SHALL BE 10,000 LBS.4.
CHAINS SHALL BE ‚".
BETWEEN CORRESPONDING PICK POINTS ON INDIVIDUAL RIGGING
RIGGING CHAINS SHALL BE IDENTICAL. DIMENSIONAL TOLERANCES
SHALL BE ‚" UNLESS OTHERWISE NOTED. EACH OF THE FOUR (4)
DIMENSIONAL TOLERANCE BETWEEN PICK POINTS ON DOGGING CHAINS3.
DIMENSIONS SHOWN ALONG CHAIN RIGGING ARE TO PICK POINTS.2.
FOR GENERAL NOTES, SEE SHEET S-201.1.
NOTES:
53'-9"8
53'-9
TYP.
HOOK ASSEMBLY
OUTER DOG-OFF
SEE NOTE 4
ADHESIVE ANCHORS
INSTALLED UTILIZING
HOOK ASSEMBLIES
TYP.
ANCHOR
C UPPER
TYP.
DOGGING CHAIN
WIRE ROPE
VALVE ACTUATOR
EL. 596.0
SERVICE PLATFORM
CRANE
PORTABLE GANTRY
TYP.
HOOK ASSEMBLY
OUTER DOG-OFF
SIMILAR AT MIDDLE INTAKE
ON BOTTOM INTAKE. INSTALL
INTAKE BULKHEAD UNIT SHOWN
LOWER SELECTIVE WITHDRAWAL
SEE NOTES 5 & 6
SPREADER BEAM CRANE
PORTABLE GANTRY
HOOK ASSEMBLY
MIDDLE DOG-OFF
TYP.
WIRE ROPE
VALVE ACTUATOR
TYP.
DOGGING CHAIN
LOWER UNIT
MAY BE INSTALLED INDIVIDUALLY
WITH LOWER UNIT INSTALLED.
INTAKE BULKHEAD UNIT SHOWN
UPPER SELECTIVE WITHDRAWAL
INTAKE BULKHEADS
FOR PLACING
CRANE IN POSITION
PORTABLE GANTRY
DOGGING CHAIN
UPPER UNIT
EL. 596.0
PLATFORM
SERVICE
SUPPORT ANGLE
BOTTOM OF GRATING
HOOK TYP.
C OUTERMOST
MIDDLE HOOK
OPENING &
C PLATFORM
EL. 596.0
PLATFORM
SERVICE
4'-0" 4'-0"
TYP.
EDGE OF SLOT
S O
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F
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M A
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N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
6 8
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J A
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C L
C
SCALE: „"=1'-0"
SCALE: …"=1'-0"
LOWER UNIT INSTALL
INTAKE BULKHEAD
SELECTIVE WITHDRAWAL
SCALE: …"=1'-0"
UPPER UNIT INSTALL
INTAKE BULKHEAD
SELECTIVE WITHDRAWAL
SCALE: ƒ"=1'-0"
SECTION
A
0 4' 8'
SCALE: „" = 1'-0"
16' 0 1' 2' 4'
SCALE: …" = 1'-0"
0 1' 2' 3'
SCALE: ƒ" = 1'-0"
L L
L
ON RIGHT SIDE OF INTAKE STRUCTURE
BOTH BULKHEADS INSTALLED
UPSTREAM ELEVATION
EL. 596.0
EL. 582.0
EL. 573.0
EL. 582.0
EL. 564.0
TOP INTAKE
MIDDLE INTAKE
TOP INTAKE
BOTTOM INTAKE
PLATFORM
SERVICE
EL. 564.0
BOTTOM INTAKE
STRAIGHT PICK ON THE OUTER LUGS.
ASSEMBLIES IF A SPREADER BEAM IS AVAILABLE WHICH ALLOWS FOR A
AND DOGGING OFF TO THE INNER HOOKS OF THE OUTER HOOK
IF NECESSARY. THE UPPER UNIT MAY BE PLACED USING THE OUTER LUGS
FROM THE MIDDLE HOOK ASSEMBLY, THE GANTRY CRANE MAY BE MOVED
AFTER BULKHEAD IS IN PLACE AND SUSPENDED BY THE DOGGING CHAIN 4.
POSITION IN FRONT OF THE TOP INTAKE.
AT THE 'TOP INTAKE DOG-OFF' LINK. THE BULKHEAD IS NOW IN
UNIT FURTHER TO DOG-OFF THE BULKHEAD ON THE MIDDLE HOOK
PICK BULKHEAD AT 'TOP INTAKE PICK POINT' LINK AND LOWER THE3.
ON THE MIDDLE HOOK AT THE 'INITIAL DOG-OFF' LINK.
PLATFORM OPENING AND LOWER THE UNIT. DOG-OFF THE BULKHEAD
POSITION THE CRANE TO CENTER THE BULKHEAD ON THE SERVICE2.
PICK BULKHEAD AT 'INITIAL PICK POINT' LINK USING HOIST.1.
UPPER UNIT PLACEMENT PROCEDURES:
EL. 582.0
TOP INTAKE
PLAN VIEW
SERVICE PLATFORM
SCALE: „"=1'-0"
A
BE MOVED TO ALLOW FOR INSTALLATION OF THE UPPER BULKHEAD UNIT IF NECESSARY.
HOOK ASSEMBLIES, THE SPREADER BEAM MAY BE REMOVED AND THE GANTRY CRANE MAY
AFTER BULKHEAD IS IN PLACE AND SUSPENDED BY DOGGING CHAINS FROM THE OUTER5.
OF THE BOTTOM INTAKE.
INTAKE. REPEAT PROCESS USING BOTTOM INTAKE LINKS IF DESIRED TO PLACE IN FRONT
LINKS. THE BULKHEAD IS NOW IN POSITION IF BEING PLACED IN FRONT OF THE MIDDLE
DOG-OFF THE BULKHEAD ON THE OUTERMOST HOOKS AT THE 'MIDDLE INTAKE DOG-OFF'
PICK BULKHEAD AT 'MIDDLE INTAKE PICK POINT' LINKS AND LOWER THE UNIT FURTHER TO4.
DOG-OFF THE BULKHEAD ON THE OUTERMOST HOOKS AT THE 'TOP INTAKE DOG-OFF' LINKS.
PICK BULKHEAD AT 'TOP INTAKE PICK POINT' LINKS AND LOWER THE UNIT FURTHER TO3.
'INITIAL DOG-OFF' LINKS.
AND LOWER THE UNIT. DOG-OFF THE BULKHEAD ON THE OUTERMOST HOOKS AT THE
POSITION THE CRANE TO CENTER THE BULKHEAD ON THE SERVICE PLATFORM OPENING 2.
PICK BULKHEAD AT 'INITIAL PICK POINT' LINKS USING SPREADER BEAM.1.
LOWER UNIT PLACEMENT PROCEDURES:
SHOWN FOR CLARITY
* GRATING & RAILING NOT
SPREADER BEAM SHALL NOT BE SUBMERGED.6.
SPECIFICATION 05 59 20.
BE PROVIDED IN ACCORADANCE WITH CONTRACT
A COMMERCIALLY AVAILABLE SPREADER BEAM SHALL5.
AND LABOR TO BE PROVIDED BY OTHERS.
EMBEDMENT SHALL BE 10". ALL ANCHOR MATERIALS
HILTI HIT-RE 500 V3 SYSTEM OR EQUAL. MINIMUM
†" DIA. HILTI HAS-R THREADED RODS AND THE
HOOK ASSEMBLIES SHALL BE INSTALLED UTILIZING4.
PROCEDURE MAY BE UTILIZED.
ONLY ONE BULKHEAD IS TO BE SET, EITHER
INTAKES FOR A SINGLE WELL SIMULTANEOUSLY. IF
WHEN SETTING BOTH BULKHEADS UPSTREAM OF
PLACEMENT PROCEDURES DETAILED SHALL APPLY3.
HEAD CONDITIONS.
ONLY BE PLACED AND REMOVED UNDER BALANCED
SELECTIVE WITHDRAWAL INTAKE BULKHEADS SHALL2.
INFORMATION ONLY.
ALL ITEMS ON THIS SHEET ARE PROVIDED FOR 1.
NOTES:
S -7
P
L A
C E
M E
N T P
R O
C E
D U
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S D
O G -O
F F H
O O
K I
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N .d g n
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F F H
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K I
N S
T A
L L
A T
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N
C BULKHEAD
BEARING P
FACE OF
OF VALVE
EXTENT
FURTHEST
(A)
(B)
C
D
(E
(F
G
H
J
K
L
(M) (N)
(O)
(Q) (S)
R
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S O
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N N
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F
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A M
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D W
N B
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D B
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D B
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P L
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C A
L E
P L
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A T
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D A
T E
M A
R K
D E
S C
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IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
F
E
D
C
B
A
CALL OUT DIMENSION
M
L
K
J
H
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CALL OUT DIMENSION DIMENSION DIMENSIONCALL OUT
HANG TEST RESULTS
HANGING FROM MIDDLE LUG
HANGING FROM OUTER LUGS
HORIZONTAL PLUMBNESS
VERTICAL PLUMBNESS
HORIZONTAL PLUMBNESS
VERTICAL PLUMBNESS
ORIENTATION
P
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R
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SKIN PL
L
(P)
SCALE: 1"=1'-0"
PLAN VIEW
SCALE: 1"=1'-0"
END VIEW
SCALE: 1"=1'-0"
DOWNSTREAM ELEVATION
SCALE: 1"=1'-0"
UPSTREAM ELEVATION
* SEAL ASSEMBLY NOT SHOWN FOR CLARITY.
S E
L E
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BEARING P
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EXTENT
FURTHEST
(R) (T)
C
(B)
D
(A)
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(M) (N)
G
J
L
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FURTHEST
LUG
EXTENT
FURTHEST
S O
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N N
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F
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A M
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F
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P L
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C A
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P L
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D A
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M A
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D E
S C
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IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
F
E
D
C
B
A
CALL OUT DIMENSION
M
L
K
J
H
G
CALL OUT DIMENSION DIMENSION DIMENSIONCALL OUT
HANG TEST RESULTS
HANGING FROM MIDDLE LUG
HANGING FROM OUTER LUGS
HORIZONTAL PLUMBNESS
VERTICAL PLUMBNESS
HORIZONTAL PLUMBNESS
VERTICAL PLUMBNESS
ORIENTATION
S
R
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T
Q
P
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| GI001CVR |
| S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-7, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-8, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-9, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-10, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-11, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-12, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-13, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-14, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-15, S-201 - UPPER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-10, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-8, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-9, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-11, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-16, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-17, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-12, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-13, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-14, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| Top-15, S-202 - LOWER UNIT ELEVATIONS, PLAN, SECTIONS, & DETAILS.dgn, Default |
| S-501 - SEALS, VALVES, & DETAILS |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-12, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-13, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-14, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-15, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-10, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-11, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-17, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-18, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-24, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-20, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-16, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-22, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| Top-23, S-501 - SEALS, VALVES, & DETAILS.dgn, Default |
| S-502 - DOG-OFF HOOKS & RIGGING |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-7, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| Top-8, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| Top-9, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| Top-10, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| Top-11, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| Top-12, S-502 - DOG-OFF HOOKS & RIGGING.dgn, Default |
| S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-7, S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION.dgn, Default |
| Top-8, S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION.dgn, Default |
| Top-10, S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION.dgn, Default |
| Top-11, S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION.dgn, Default |
| Top-12, S-701 - PLACEMENT PROCEDURES & DOG-OFF HOOK INSTALLATION.dgn, Default |
| S-801 - CONTROL DIMENSIONS - UPPER UNIT |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-7, S-801 - CONTROL DIMENSIONS - UPPER UNIT.dgn, Default |
| Top-8, S-801 - CONTROL DIMENSIONS - UPPER UNIT.dgn, Default |
| Top-9, S-801 - CONTROL DIMENSIONS - UPPER UNIT.dgn, Default |
| Top-6, S-801 - CONTROL DIMENSIONS - UPPER UNIT.dgn, Default |
| Top-10, S-801 - CONTROL DIMENSIONS - UPPER UNIT.dgn, Default |
| S-802 - CONTROL DIMENSIONS - LOWER UNIT |
| References |
| Design Model, PW_WORKDIR:d0101906 |
| G-BSAD_4.dgn |
| Top-14, S-802 - CONTROL DIMENSIONS - LOWER UNIT.dgn, Default |
| Top-15, S-802 - CONTROL DIMENSIONS - LOWER UNIT.dgn, Default |
| Top-16, S-802 - CONTROL DIMENSIONS - LOWER UNIT.dgn, Default |
| Top-17, S-802 - CONTROL DIMENSIONS - LOWER UNIT.dgn, Default |
| Top-13, S-802 - CONTROL DIMENSIONS - LOWER UNIT.dgn, Default |
| 2019-09-30T14:16:27-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:17:19-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:17:58-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:19:02-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:19:37-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:20:13-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
| 2019-09-30T14:20:51-0400 | |
| CREMEANS.RODNEY.G.1229723932 |
File details come from the government source that posted it. Updated .