W912P5-17-T-0051-0002-Attachment_2_Plans_(Amended).pdf
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W912P5-17-T-0051-0002-Attachment 2 Plans (Amended)
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Plans For
US Army Corps of Engineers
Nashville District
Tennessee River Navigation Locks
Slot Fillers
Tennessee River Floating Caisson
W912P5-17-T-0051
100% Submittal - RTA
September 2017 Chief, Engineering Construction Division
James R. Waddle P.E.
Lt. Colonel C.E. District Engineer
Lt. Colonel Cullen A. Jones P.E., PMP
Submitted:
Michael Light
Chief, Civil Design Branch
Vanessa C. Bateman P.E., P.G.
Approved:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration
Note:
Project Engineer
Approval Recommended:
Approval Recommended:
Nickajack Auxillary Wilson Main, Wheeler Main &
DRAWING TITLEFILE NAME
WHEELER MAIN LOCK 110' X 600'
WILSON MAIN LOCK 110' X 600'
MK 1 & 2 : 58 INCH RECTANGLE FILLER
MK 5L & 5R : 58 INCH TRIANGLE FILLER
D/S RIVER M-R17 PLAN & ELEVATIONS
U/S LAND M-L1 PLAN & ELEVATIONS
D/S LAND M-L18 PLAN & ELEVATIONS
D/S LAND M-L17 & L18 PLAN & ELEVATIONS68W260-2
68W260-3
68W260-4
68W260-6
68W260-2
68W260-3
68W260-4
68W260-5
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l o t
T i m e
P l
D a t e
F i l e
N m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
---- 0
XX
INITIAL ISSUE
CHIEF, CIVIL DESIGN BRANCH
NICKAJACK LOCK 110' X 600'
MK 1 & 2 : 58 INCH RECTANGLE FILLER
MK 3 & 4 : 94 INCH RECTANGLE FILLER
MK 5L & 5R : 58 INCH TRIANGLE FILLER
U/S CENTER M-C3 PLAN & ELEVATIONS
D/S CENTER M-C19 PLAN & ELEVATIONS
U/S RIVER M-R3 & RAB8 PLAN & ELEVATIONS
D/S RIVER M-R19 PLAN & ELEVATIONS68W410-2
68W410-3
68W410-4
68W140-5
68W410-6
68W410-7
68W410-8
68W410-9
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ML ML BDS
ML
ML
BDS
CELRN
HANGING BRACKET DETAILS
2'-0ˆ" ƒ ƒ
4'-10"
A
TOP OF HANGER
TOP OF HANGER
A
VIEW A-A
SCALE:•" = 1'-0"
ELEVATION
SCALE:•" = 1'-0"
U/S MONOLITH L1
EL. 518.00
EL. 515.50
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR0 - - AR - - -
CHIEF, CIVIL DESIGN BRANCH
ƒ"=1'-0"
JB
110'X 600'
XX
W_TVA
07 CSEPT 17 1
EL. 510.00
EL. 490.00
EL. 509.94
EL. 507.44
WILSON LOCK
(U/S SILL)
EL. 501.94
MK-5L
MK-5L
PLAN & ELEVATIONS
U/S LAND M-L1
WILSON PROJECT
CAISSON SLOT RECESS FILLERS
68W260-2
ML ML BDS
NASHVILLE DISTRICT
ML
ML
BDS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
(TOP OF LOCK WALL)
ƒ ƒ
4'-10"
A
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER
VIEW A-A
SCALE:•" = 1'-0"
ELEVATION
SCALE:•" = 1'-0"
D/S MONOLITH R17
ƒ
EL. 440.00
EL. 437.50
EL. 409.00
MIN. TW.
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR0 - - AR - - -
CHIEF, CIVIL DESIGN BRANCH
ƒ"=1'-0"
JB
110'X 600'
XX
W_TVA
07 CSEPT 17 1
#CELRN
EL. 432.00
EL. 431.94
EL. 421.38
EL. 429.44
EL. 415.88
WILSON LOCK
EL. 423.94
EL. 423.88
MK-5L
MK-5L
MK-5L
TOP OF HANGER
A
VIEW A-A
SCALE:•" = 1'-0"
ELEVATION
SCALE:•" = 1'-0"
D/S MONOLITH R17
EL. 490.00
EL. 407.81
(U/S SILL)
EL. 415.81
MK-5L
(TOP OF LOCK WALL)
EL. 413.313
A
PLAN & ELEVATIONS
D/S RIVER M-R17
WILSON PROJECT
CAISSON SLOT RECESS FILLERS
68W260-3
ML ML BDS
ML
ML
BDS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR0 - - AR - - -
CHIEF, CIVIL DESIGN BRANCH
ƒ"=1'-0"
JB
110'X 600'
XX
W_TVA
07 CSEPT 17 1
2'-0ˆ" ƒ ƒ
A
4'-10"
A
ELEVATION
SCALE:•" = 1'-0"
VIEW A-A
SCALE:•" = 1'-0"(D/S SILL)
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER
EL. 407.813
EL. 413.313
EL. 415.813
EL. 415.875
EL. 421.375
EL. 423.875
EL. 423.938
EL. 429.438
EL. 431.938
EL. 440.00
EL. 437.50
EL. 432.00
EL. 391.25
WILSON LOCK
ELEVATION
SCALE:•" = 1'-0"
VIEW A-A
SCALE:•" = 1'-0"
A
A
MK-5R
MK-5R
MK-5R
MK-5R
(TOP OF LOCK WALL)
D/S MONOLITH L18
D/S MONOLITH L18
PLAN & ELEVATIONS
WILSON PROJECT
CAISSON SLOT RECESS FILLERS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
68W260-4
ML ML BDS
ML
ML
BDS
D/S LAND M-L18
AR
XX
0 - - AR - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
JB
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
WILSON LOCK
110'X 600'
PLANS, ELEVATIONS & SECTIONS
58 IN TRIANGLE FILLER
ƒ"=1'-0"
8" RADIUS
L•" STIFF. P
1'-2Ž"
L
L4X4X•
L
LIFTING LUG
COPE WT TO AVOID
TYP.
WT6X20
2' -4
TYP.
6"x4"x3•"
L•" STIFF. P
L4X4X•
L L4X4X•
L
2' -4
LIFTING LUG BLOCKOUT
COPE L4x4 TO AVOID
1'-2Ž"
WT6X20
TYP.
COPE WT AS NECESSARY
L P 1x3•"L
8" RADIUS
L•" STIFF. P
L
6"6"
C
D
E
F
FRONT ELEVATION
PLAN
SCALE:ƒ" = 1'-0"
(MK-5R OPPOSITE HAND)
(MK-3R OPPOSITE HAND)
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-5L AS SHOWN
RECESS FILLER MK-5L AS SHOWN
(MK-3R OPPOSITE HAND)
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-5L AS SHOWN
SECTION H-H
SCALE:ƒ" = 1'-0" SCALE:ƒ" = 1'-0"
SECTION I-I
SCALE:ƒ" = 1'-0"
SECTION J-J
SCALE:ƒ" = 1'-0"
SECTION C-C
NOTE: BARS LOCATED @ SECTION CUT-LINES
SCALE:ƒ" = 1'-0"
SECTION D-D
NOTE: STRAPS LOCATED @ SECTION CUT-LINES
SCALE: 1•" = 1'-0"
TYP.
TYP.
L•"SKIN P
L•"SKIN P
WT6X20
TYP.
L4X4X•
SECTION A-A
TYP.
TYP.
8"8"
TYP.
L4X4X•
L @ 8".
SCALE: 1•" = 1'-0"
SECTION B-B
L•"SKIN P
TYP.
TYP.
8" RADIUS
WT6X20
L
LP•x6x6
TYP. 1"
L•"SKIN P
1'-11•"
TYP.
TYP.
WT6X20
TYP.
TYP.
LP
H
B
I
L4X4X•
H
I
L
(TYP.)
WT6X20
1" BAR
L
(TYP.)
L4X4X•
A
A
B
L
J
(TYP.)
WT6X20
TYP.
HANGER
FILLER
J
L4X4X•
LP 1x3•
(TYP.)
(TYP.)
L4X4X•
L
L4X4X•
8" RADIUS
4'-10"
FOR DETAILS
68W100-30
SEE DRAWING
LIFTING HOOK,
FLOW
6"
4'-10"
(1'-4 " MAX.)
VARIES
TYP.
WT6X20
RECESS FILLER MK-5L AS SHOWN
(MK-5R OPPOSITE HAND)
HANGER
FILLER
(TYP.)
#6 BARS
(TYP.)
WT6X20
L4X4X•
(TYP.)
L
(TYP.)
WT6X20
HANGER
FILLER
DETAIL A
L4X4X•
TYP.
L
2"x‚"x1'-6"
ANCHOR (TYP).
WT6X20
4"
LIFTING HOOK
8" 2'-3"1'-11"
L 1'-3" 10"
REAR ELEVATION
1'-6" 10" 8" 1'-0"
10"C
D
E
F
L4X4X•
(TYP.)
WT6X20
LIFTING HOOK
L
(TYP.)
L4X4X•
WT6X20
L
L4X4X•
01 1 2FT
SCALE: ƒ''= 1'-0''
012IN 1FT
SCALE: 1 •''= 1'-0''
SCALE: 1•" = 1'-0"
DETAIL A
L4X4X•
L4X4X•
TYP.
SCALE:ƒ" = 1'-0"
SECTION E-E
NOTE: BARS LOCATED @ SECTION CUT-LINES
SCALE:ƒ" = 1'-0"
SECTION F-F
NOTE: STRAPS LOCATED @ SECTION CUT-LINES
8" 10"6"
L
(TYP.)
#6 BARS
WT6X20
HANGER
FILLER
L
TYP.
L4X4X•
L
LIFTING HOOK6"
2"x‚"x1'-6"
ANCHOR (TYP).
WILSON PROJECT
SEPT 17
CAISSON SLOT RECESS FILLERS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
68W260-5
ML ML BDS
ML
ML
BDS
ESTIMATED WEIGHT: 5,000 LBS.
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR
XX
0 - AR - - -
W_TVA
C
CHIEF, CIVIL DESIGN BRANCH
3"= 1'-0"
06 4 2 6IN
SCALE: 3''= 1'-0''
ML ML
ML
ML
03 2 1 3IN
SCALE: 6''= 1'-0''
JB
07 SEPT 17
3‚"
1"
1•"
TYP.
TYPICAL HANGER DETAIL
SCALE: 3" = 1'-0"
4ƒ"
TYP.
TYP.
TYP.
TYP.
TYP.
-5
1 68W260-6
EQUALLY SPACED
ƒ" P, 4 REQ'DL
MC10x41.1 x 2'-8„"
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
TYP.
TYP.
L8x8x1
LP •"x1‚"x2'-8„"
L
EQUALLY SPACED
ƒ" P, 4 REQ'D
TO FIT L8x8x1
MODIFY WEB OF WT6x20
1" TYPICAL COPE
GENERAL NOTES:
TYP.
BDS
BDS
CAISSON SLOT RECESS FILLERS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G.P.E.
ALICE RODEWALDALICE RODEWALD
WILSON PROJECT
WILSON LOCK & DAM
3 EQUALLY SPACED
ƒ"} x 7" HD STUD
4 EQUALLY SPACED
ƒ"} x 5" HD STUDS
SCALE: 6" = 1'-0"
TYPICAL LIFTING HOOK DETAIL
ƒ
R
1•"} ƒ
" 3
" 3
3‚"
1" 1ƒ"
1" ƒ
•"R
G ƒ"PL
TYP.
(TYP.)
1‚" DIA.
SECTION A-A
SCALE: 3" = 1'-0"
TYP.
SCALE: 3" = 1'-0"
TYP.
P 1"x 3•"L
Lƒ" P (TYP.)
NO WELD IN THIS LOCATION
THROUGH SKIN PLATE,
LIFTING HOOK PROTRUDES
" 4
8…"8…"8…"8…"
9•"9•"9•"
2'-9•"
3'-3•"
3" 3"
8„"8…"8…"8„"
L1/2" P (TYP.)
SECTION B-B
FILLER HANGER PLAN
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
IN PLACE.
CONCRETE. PLUG WELD END OF THREADED ROD ONCE
7. 7 INCH MINIMUM EMBEDMENT INTO EXISTING LOCK
CONCRETE DRILLING. ANCHORS ARE NOT IN CONTRACT.
ADHESIVE ANCHORS TO BEINSTALLED BY GOVERNMENT AFTER
6. 3/4" } THREADED ROD. HILIT HIT-RE 500 EPOXY
INVOLVED. SIMILAR JOINTS SHALL HAVE SIMILAR WELDS.
5. WELD SYMBOLS SHOWN ARE TYPICAL FOR TYPE OF JOINT
5 INCHES OF GROUT BETWEEN PLATE AND LOCK WALL.
CONCRETE TO BE REMOVED. CANNOT HAVE MORE THAN
4. GROUT STRENGTH SHALL BE 3000 psi (MIN.).
BEFORE DELIVERY.
WILL BE FURNISHED BY THE CONTRACTOR AND REMOVED
TEMPORARY FORM WORK REQUIRED FOR PLACING CONCRETE
3. RECESS FILLERS SHALL BE FILLED WITH CONCRETE.
WELDING IN ACCORDANCE WITH AWS D1.1/1.1M-06.
PERFORM WELDING, INSPECTION, AND CORRECTIVE
2. ELECTRODES SHALL BE E70XX UNLESS OTHERWISE NOTED.
HANGER SHALL CONFORM TO ASTM A-36 SPECIFICATIONS.
1. ALL STRUCTURAL STEEL FOR RECESS FILLER AND FILLER
CELRN
ƒ
9•" 9•"2•" 2•"9•"
2'-9•"
Lƒ" P (TYP.)
FILLER HANGER ELEVATION
SCALE: 3" = 1'-0"
A
A
3'-3•"
3"
W E
L D
E
P L
A T
E
X
W
L D
A T
E
L D
A T
E
3"
8„"8…"8…"8„"
RECESS FILLER
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
L8x8x1
WT6x20 TO FIT
MODIFY WEB OF
1"
TYPICAL HANGER SECTION
EL. VARIES
TOP OF HANGER
SEE NOTE 6
1"
TYP.
TYP.
G
TYPICAL HANGER SECTION
4‚"
11"EMBEDMENT
LOCK WALL
2‚"
1"
2"
B B
G
G
G
SEE NOTE #4
BE REMOVED
CONCRETE TO
ADHESIVE ANCHOR (NIC)
3/4" } THREADED
LOCK WALL
MIN 7" INTO
7/8" DIA. HOLES (TYP.)
7"
(TYP.)
DRILL 7/8" HOLE
L
3"1" ƒ
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR
XX
0 - - AR - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
ƒ"=1'-0"
SEPT 17
JB
110'X 600'
2'-0" ƒ
A
4'-10"
A
ELEVATION
SCALE:•" = 1'-0"
VIEW A-A
SCALE:•" = 1'-0"(D/S SILL)
TOP OF HANGER
TOP OF HANGER
EL. 499.938
EL. 505.438
EL. 507.938
EL. 516.00
EL. 513.50
EL. 508.00
EL. 490.00
D/S MONOLITH L18 & L17
WHEELER LOCK
MK-2
MK-1
(TOP OF LOCK WALL)
4'-10"
(D/S SILL)
EL. 490.00
CAISSON SLOT RECESS FILLERS
D/S LAND M-L18 & L17
PLAN & ELEVATIONS
68W260-2
ML ML
ML
ML
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
BDS
WHEELER PROJECT
AR
XX
0 - - AR - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
ƒ"=1'-0"
PLAN, ELEVATIONS AND SECTIONS
SEPT 17
JB
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
110'X 600'
WHEELER LOCK
CAISSON SLOT RECESS FILLERS
MK 1 & 2: 58 IN RECTANGLE FILLER
A
A
H
B
I L4X4X•
4'-10"
3" RADIUS
SCALE:ƒ" = 1'-0"
SECTION C-C
1'-4" 8"
L4X4X•
L4X4X•
(TYP.)
WT6X20
(TYP.)
#6 BARS
TYP.
L4X4X•
(TYP.)
WT6X20
L
L
SCALE:ƒ" = 1'-0"
SECTION D-D
2'-0"
L4X4X•
(TYP.)
WT6X20
L
LIFTING HOOK
HANGER
FILLER
HANGER
FILLER
TYP.
(TYP.)
WT6X20
ANCHOR (TYP.)
2"x‚"x1'-6"
L4X4X•
SCALE:ƒ" = 1'-0"
SECTION E-E
L
(TYP.)
WT6X20
(TYP.)
WT6X20
L4X4X•
TYP.
L
L4X4X•
(TYP.)
#6 BARS
3" RADIUS
DETAIL A
NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES
8" RADIUS
(TYP.)
FLOW
FOR DETAILS
68W100-30
SEE DRAWING
LIFTING HOOK,
TYP.
SCALE: 1•" = 1'-0"
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
3" RADIUS
TYP.
L4X4X•
SECTION A-A
(TOP RECESS FILLERS ONLY)
TYP.
TYP.
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
TYP.
L4X4X•
TYP.
SCALE: 1•" = 1'-0"
SECTION A-A
(LOWER RECESS FILLERS ONLY)
TYP.
2'-0" 2'-0"
B
C D E
1'-0" 1'-5" 1'-0"1'-5"
4'-10"
L4X4X•
J
(TYP.)
WT6X20
FILLER HANGER
L
TYP.
C D E 1'-0"
J
LP 1x3•
(TYP.)
L4X4X•
L4X4X•
(TYP.)
SCALE:ƒ" = 1'-0"
REAR ELEVATION
TOP RECESS FILLER MK-1 AS SHOWN
FRONT ELEVATION
1'-0"2'-10"
6"6"
(TYP.)
WT6X20
H
I
L4X4X•
(TYP.)
L
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-1 AS SHOWN
1'-0"2'-10"
PLAN
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-1R AS SHOWN TOP RECESS FILLER MK-1 AS SHOWN LOWER RECESS FILLER MK-2 AS SHOWN
SCALE: 1•" = 1'-0"
DETAIL A
L4X4X•
L4X4X•
1'-0"
SCALE: 1•" = 1'-0"
SECTION B-B
L•"SKIN P
TYP.
TYP.
TYP.
TYP.
TYP.
L
LP•x6x6
LP
1'-4" 1"
L•"SKIN P
(TYP.)
WT6X20
WT6X20
L4X4X•
(TYP.)
8" RADIUS
WT6X20
TYP.
1'-0"2'-10"1'-0"
4'-10"
3" RADIUS
SCALE:ƒ" = 1'-0"
SECTION J-J
4'-10"
1'-0"2'-10"1'-0"
8" RADIUS
(TYP.) L•" STIFF. P
(TYP.)
L
L4X4X•
WT6X20
WT6X20
(TYP.)
L•" STIFF. P
TYP.
L4X4X•
L4X4X•
L
L4X4X•
1'-0"2'-10"
1'-0"
4'-10"
SCALE:ƒ" = 1'-0"
SECTION I-I
8" RADIUS
WT6X20
L
WT6X20
(TYP.)
4'-10"
1'-0"2'-10"1'-0"
L•" STIFF. P
(TYP.)
SECTION H-H
SCALE:ƒ" = 1'-0"
6"x4"x3•"
STEEL POCKET (TYP.)
WHEELER PROJECT
ML ML
ML
68W260-3
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
ESTIMATED WEIGHT: 5,000 LBS.
CELRN
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
AR
XX
0 - AR - - -
W_TVA
C
CHIEF, CIVIL DESIGN BRANCH
3"= 1'-0"
06 4 2 6IN
SCALE: 3''= 1'-0''
ML ML
CELRN
ML
ML
03 2 1 3IN
SCALE: 6''= 1'-0''
JB
07 SEPT 17
3‚"
1"
1•"
TYP.
TYPICAL HANGER DETAIL
SCALE: 3" = 1'-0"
4ƒ"
TYP.
TYP.
TYP.
TYP.
TYP.
-5
68W260-4
EQUALLY SPACED
ƒ" P, 4 REQ'DL
MC10x41.1 x 2'-8„"
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
TYP.
TYP.
L8x8x1
LP •"x1‚"x2'-8„"
L
EQUALLY SPACED
ƒ" P, 4 REQ'D
TO FIT L8x8x1
MODIFY WEB OF WT6x20
1" TYPICAL COPE
GENERAL NOTES:
TYP.
BDS
BDS
CAISSON SLOT RECESS FILLERS
WHEELER LOCK
HANGING BRACKET DETAILS
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
ALICE RODEWALDALICE RODEWALD
WHEELER PROJECT
3 EQUALLY SPACED
ƒ"} x 7" HD STUD
4 EQUALLY SPACED
ƒ"} x 5" HD STUDS
SCALE: 6" = 1'-0"
TYPICAL LIFTING HOOK DETAIL
ƒ
R
1•"} ƒ
" 3
" 3
3‚"
1" 1ƒ"
1" ƒ
•"R
G ƒ"PL
TYP.
(TYP.)
1‚" DIA.
SECTION A-A
SCALE: 3" = 1'-0"
TYP.
SCALE: 3" = 1'-0"
TYP.
P 1"x 3•"L
Lƒ" P (TYP.)
NO WELD IN THIS LOCATION
THROUGH SKIN PLATE,
LIFTING HOOK PROTRUDES
" 4
8…"8…"8…"8…"
9•"9•"9•"
2'-9•"
3'-3•"
3" 3"
8„"8…"8…"8„"
L1/2" P (TYP.)
SECTION B-B
FILLER HANGER PLAN
7. 7 INCH MINIMUM EMBEDMENT INTO EXISTING LOCK
CONCRETE DRILLING. ANCHORS ARE NOT IN CONTRACT.
ADHESIVE ANCHORS TO BEINSTALLED BY GOVERNMENT AFTER
6. 3/4" } THREADED ROD. HILIT HIT-RE 500 EPOXY
INVOLVED. SIMILAR JOINTS SHALL HAVE SIMILAR WELDS.
5. WELD SYMBOLS SHOWN ARE TYPICAL FOR TYPE OF JOINT
5 INCHES OF GROUT BETWEEN PLATE AND LOCK WALL.
CONCRETE TO BE REMOVED. CANNOT HAVE MORE THAN
4. GROUT STRENGTH SHALL BE 3000 psi (MIN.).
BEFORE DELIVERY.
WILL BE FURNISHED BY THE CONTRACTOR AND REMOVED
TEMPORARY FORM WORK REQUIRED FOR PLACING CONCRETE
3. RECESS FILLERS SHALL BE FILLED WITH CONCRETE.
WELDING IN ACCORDANCE WITH AWS D1.1/1.1M-06.
PERFORM WELDING, INSPECTION, AND CORRECTIVE
2. ELECTRODES SHALL BE E70XX UNLESS OTHERWISE NOTED.
HANGER SHALL CONFORM TO ASTM A-36 SPECIFICATIONS.
1. ALL STRUCTURAL STEEL FOR RECESS FILLER AND FILLER
ƒ
9•" 9•"2•" 2•"9•"
2'-9•"
Lƒ" P (TYP.)
FILLER HANGER ELEVATION
SCALE: 3" = 1'-0"
A
A
3'-3•"
3"
W E
L D
A T
E
L D
A T
E
L D
A T
E
RECESS FILLER
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
L8x8x1
WT6x20 TO FIT
MODIFY WEB OF
1"
TYPICAL HANGER SECTION
EL. VARIES
TOP OF HANGER
SEE NOTE 6
1"
TYP.
TYP.
G
TYPICAL HANGER SECTION
4‚"
11"EMBEDMENT
LOCK WALL
2‚"
1"
2"
B B
G
G
G
SEE NOTE #4
BE REMOVED
CONCRETE TO
ADHESIVE ANCHOR (NIC)
3/4" } THREADED
LOCK WALL
MIN 7" INTO
7/8" DIA. HOLES (TYP.)
7"
(TYP.)
DRILL 7/8" HOLE
L
3"1" ƒ
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
XX
0 - - - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
2'-0" ƒ ƒ ƒ
A ƒ
4'-10"
A
ELEVATION
SCALE:•" = 1'-0"
VIEW A-A
SCALE:•" = 1'-0"
D/S MONOLITH R19
VIEW A-A
SCALE:•" = 1'-0"(D/S SILL)
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER TOP OF HANGER
EL. 622.00
EL. 619.50
EL. 614.00
EL. 613.94
EL. 611.44
EL. 603.38
EL. 595.31
EL. 605.94
EL. 605.88
EL. 597.88
EL. 597.81
EL. 589.81
EL. 578.50
NICKAJACK AUXILLARY LOCK
110'X 600'
(TOP OF LOCK WALL)
ELEVATION
SCALE:•" = 1'-0"
D/S MONOLITH R19
A
MK-2
MK-2
MK-1 MK-2
ƒ"= 1'-0"
PLAN & ELEVATIONS
D/S RIVER M-R19
68W410-2
CAISSON SLOT RECESS FILLER
ML ML
ML
ML
SEPT 17
KLS KLS JB
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
BDS
NICKAJACK PROJECT
A
A
H
B
I L4X4X•
4'-10"
3" RADIUS
INITIAL ISSUE
KLS
XX
0 - - KLS - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
JB
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
SCALE:ƒ" = 1'-0"
SECTION C-C
1'-4" 8"
L4X4X•
L4X4X•
(TYP.)
WT6X20
(TYP.)
#6 BARS
TYP.
L4X4X•
(TYP.)
WT6X20
L
L
SCALE:ƒ" = 1'-0"
SECTION D-D
2'-0"
L4X4X•
(TYP.)
WT6X20
L
LIFTING HOOK
HANGER
FILLER
HANGER
FILLER
TYP.
(TYP.)
WT6X20
ANCHOR (TYP.)
2"x‚"x1'-6"
L4X4X•
SCALE:ƒ" = 1'-0"
SECTION E-E
L
(TYP.)
WT6X20
(TYP.)
WT6X20
L4X4X•
TYP.
L
L4X4X•
(TYP.)
#6 BARS
3" RADIUS
DETAIL A
NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES
SCALE:ƒ" = 1'-0"
SECTION J-J
8" RADIUS
(TYP.)
FLOW
FOR DETAILS
68W100-30
SEE DRAWING
LIFTING HOOK,
TYP.
SCALE: 1•" = 1'-0"
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
3" RADIUS
TYP.
L4X4X•
SECTION A-A
(TOP RECESS FILLERS ONLY)
TYP.
TYP.
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
TYP.
L4X4X•
TYP.
SCALE: 1•" = 1'-0"
SECTION A-A
(LOWER RECESS FILLERS ONLY)
TYP.
2'-0" 2'-0"
4'-10"
1'-0"2'-10"1'-0"
8" RADIUS
(TYP.) L•" STIFF. P
(TYP.)
L
L4X4X•
WT6X20
WT6X20
(TYP.)
L•" STIFF. P
TYP.
L4X4X•
L4X4X•
L
L4X4X•
1'-0"2'-10"
1'-0"
4'-10"
SCALE:ƒ" = 1'-0"
SECTION I-I
8" RADIUS
WT6X20
L
WT6X20
(TYP.)
4'-10"
1'-0"2'-10"1'-0"
L•" STIFF. P
(TYP.)
B
C D E
1'-0" 1'-5" 1'-0"1'-5"
4'-10"
L4X4X•
J
(TYP.)
WT6X20
FILLER HANGER
L
TYP.
C D E 1'-0"
J
LP 1x3•
(TYP.)
L4X4X•
L4X4X•
(TYP.)
SCALE:ƒ" = 1'-0"
REAR ELEVATION
TOP RECESS FILLER MK-1 AS SHOWN
FRONT ELEVATION
1'-0"2'-10"
6"6"
(TYP.)
WT6X20
H
I
L4X4X•
(TYP.)
L
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-1 AS SHOWN
1'-0"2'-10"
PLAN
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-1R AS SHOWN
NICKAJACK AUXILLARY LOCK
PLANS, ELEVATIONS & SECTIONS
SECTION H-H
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-1 AS SHOWN LOWER RECESS FILLER MK-2 AS SHOWN
SCALE: 1•" = 1'-0"
DETAIL A
L4X4X•
L4X4X•
TYP.
1'-0"
SCALE: 1•" = 1'-0"
SECTION B-B
L•"SKIN P
TYP.
TYP.
TYP.
TYP.
TYP.
L
LP•x6x6
LP
1'-4" 1"
L•"SKIN P
(TYP.)
WT6X20
WT6X20
L4X4X•
(TYP.)
8" RADIUS
WT6X20
TYP.
MK1& 2: 58 IN RECTANGLE FILLER
ƒ"= 1'-0"
1'-0"2'-10"1'-0"
4'-10"
6"x4"x3•"
STEEL POCKET (TYP.)
3" RADIUS
CAISSON SLOT RECESS FILLER
ML
ML
69SEPT 17
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
68W410-3
ESTIMATED WEIGHT: 5,000 LBS.
BDS
ML
ML
ML BDS
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
KLS
XX
0 - - KLS - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
BSS
ELEVATION
SCALE:•" = 1'-0"
2'-0"
7'-10"
VIEW A-A
SCALE:•" = 1'-0"
TOP OF HANGER
TOP OF HANGER
A
A
EL.642.50
EL. 640.00
EL. 634.44
EL. 634.38
EL. 631.94
EL. 630.38
EL. 614.50
(U/S SILL)
NICKAJACK AUXILLARY LOCK
110'X 600'
(TOP OF LOCK WALL)
U/S MONOLITH R3 & RA8
MK-4
MK-3
ƒ"= 1'-0"
PLAN & ELEVATIONS
MK-4
TOP OF HANGER
EL. 635.944
ƒ ƒ
EL. 638.50
EL. 638.44
CAISSON SLOT RECESS FILLER
69SEPT 17
ML
ML
68W410-4
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G.,P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
BDS
ML ML BDS
U/S RIVER M-R3 & RA8
XX
0 - - - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
SCALE:ƒ" = 1'-0"
SECTION I-I
SCALE:ƒ" = 1'-0"
SECTION C-C
SCALE:ƒ" = 1'-0"
SECTION D-D
SCALE:ƒ" = 1'-0"
SECTION E-E
L
NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES NOTE: BARS LOCATED @ SECTION CUT-LINES
L•" STIFF. P
(TYP.)
WT6X20
8" RADIUS
(TYP.)
L4X4X•
L WT6X20
(TYP.)
TYP.
L•" STIFF. P
L
L4X4X•
SECTION H-H
SCALE:ƒ" = 1'-0"
8" RADIUS
(TYP.)
FLOW
FOR DETAILS
68W100-30
SEE DRAWING
LIFTING HOOK,
PLAN
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-3 AS SHOWN
2'-0"3'-10"2'-0"
TYP.
SCALE: 1•" = 1'-0"
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
3" RADIUS
TYP.
L4X4X•
SECTION A-A
(TOP RECESS FILLERS ONLY)
TYP.
TYP.
TYP.
TYP.
TYP.
L4X4X•
L•"SKIN P
L•"SKIN P
WT6X20
TYP.
L4X4X•
TYP.
SCALE: 1•" = 1'-0"
SECTION A-A
(LOWER RECESS FILLERS ONLY)
TYP.
2'-0" 2'-0"
SCALE: 1•" = 1'-0"
DETAIL A
L4X4X•
L4X4X•
TYP.
(TYP.)
WT6X20
L4X4X•
(TYP.)
L
3" RADIUS
2'-0"3'-10"2'-0"
L4X4X•
6"6"
B B
A
A
L
1'-4" 8"
LIFTING HOOK
(TYP.)
WT6X20
(TYP.)
#6 BARS
TYP.
L L4X4X•
L4X4X•
HANGER
FILLER
2'-0"
HANGER
FILLER
L4X4X•
DETAIL A
(TYP.)
WT6X20
ANCHOR (TYP.)
2"x‚"x1'-6"
L
3" RADIUS
TYP.
L
(TYP.)
WT6X20
(TYP.)
#6 BARS
3" RADIUS
L4X4X•
TYP.
(TYP.)
WT6X20
L4X4X•
SCALE:ƒ" = 1'-0"
REAR ELEVATION
TOP RECESS FILLER MK-3 AS SHOWN
C D E
EDC
L4X4X•
(TYP.)
WT6X20
FILLER HANGER
L
TYP.
(TYP.)
LP 1x3•
(TYP.)
2'-0"1'-11"1'-11"2'-0"
2'-0"3'-10"2'-0"
FRONT ELEVATION
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-3 AS SHOWN
II
TOP RECESS FILLER MK-3 AS SHOWN LOWER RECESS FILLER MK-4 AS SHOWN
2'-0"3'-10"2'-0" 2'-0"3'-10"2'-0"
WT6X20
(TYP.)
L4X4X•
8" RADIUS
MK3 & 4:94 IN RECTANGLE FILLER
ƒ"= 1'-0"
SCALE: 1•" = 1'-0"
SECTION B-B
L•"SKIN P
TYP.
TYP.
TYP.
TYP.
TYP.
L
LP•x6x6
LP
1'-4" 1"
L•"SKIN P
(TYP.)
WT6X20
WT6X20
L4X4X•
(TYP.)
8" RADIUS
WT6X20
TYP.
6"x4"x3•"
STEEL POCKET (TYP.)
CAISSON SLOT RECESS FILLER
69SEPT 17
ML
ML
68W410-5
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
PLANS & ELEVATIONS
KLS KLS JBML ML
ESTIMATED WEIGHT: 4,000 LBS.
NICKAJACK PROJECT
CELRN
SCALE:•" = 1'-0"
ELEVATION
SCALE:•" = 1'-0"
D/S MONOLITH C19
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
0 - - - - -
CHIEF, CIVIL DESIGN BRANCH
XX
W_TVA
07 C
2'-0ˆ" ƒ ƒ ƒ
A
4'-10"
A
VIEW A-A
SCALE:•" = 1'-0"(D/S SILL)
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER
TOP OF HANGER
EL. 619.500
EL. 622.00
EL. 614.00
EL. 611.44
EL. 613.94
EL. 605.94
EL. 605.88
EL. 603.38
EL. 597.88
EL. 597.81
EL. 595.31
EL. 589.81
EL. 578.50
(TOP OF LOCK WALL)
110'X 600'
A
MK-5R
MK-5R
MK-5R
MK-5R
ƒ"= 1'-0"
D/S CENTER M-C19
PLAN & ELEVATIONS
CAISSON SLOT RECESS FILLERS
ML
ML
SEPT 17
NICKAJACK AUXILLARY LOCK
NICKAJACK PROJECT
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
68W410-6
ML ML KLS KLS JBBDS
ƒ
4'-10"
ELEVATION
SCALE:•" = 1'-0"
U/S MONOLITH C3
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
KLS0 - - KLS - - -
CHIEF, CIVIL DESIGN BRANCH
JB
XX
W_TVA
07 C
SCALE:•" = 1'-0"
EL.642.50
EL. 634.50
EL. 634.44
EL. 626.44
A
TOP OF HANGER
TOP OF HANGER
EL. 640.00
EL. 631.94
A
EL. 614.50
(U/S SILL)
NICKAJACK AUXILLARY LOCK
110'X 600'
(TOP OF LOCK WALL)
(TOP OF FILLER)
MK-5L
MK-5L
ƒ"= 1'-0"
U/S CENTER M-C3
PLAN & ELEVATIONS
CAISSON SLOT RECESS FILLERS
69SEPT 17
ML
ML
NICKAJACK PROJECT
68W410-7
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
ML ML BDS
2"x‚"x1'-6"
ANCHOR (TYP).
L4X4X•
(TYP.)
WT6X20
LIFTING HOOK
L
(TYP.)
L4X4X•
WT6X20
L
L4X4X•
8" RADIUS
L•" STIFF. P
1'-2Ž"
L
L4X4X•
L
LIFTING LUG
COPE WT TO AVOID
TYP.
WT6X20
2' -4
TYP.
6"x4"x3•"
L•" STIFF. P
L4X4X•
L L4X4X•
L
2' -4
LIFTING LUG BLOCKOUT
COPE L4x4 TO AVOID
1'-2Ž"
WT6X20
TYP.
COPE WT AS NECESSARY
L P 1x3•"L
8" RADIUS
L•" STIFF. P
L
6"6"
C
D
E
F
INITIAL ISSUE
KLS
XX
0 - - KLS - - -
W_TVA
07 C
CHIEF, CIVIL DESIGN BRANCH
01 1 2FT
SCALE: ƒ''= 1'-0''
012IN 1FT
SCALE: 1 •''= 1'-0''
JB
FRONT ELEVATION
PLAN
SCALE:
DO NOT ALTER MANUALLY
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
SCALE: 1•" = 1'-0"
DETAIL A
L4X4X•
L4X4X•
TYP.
SCALE:ƒ" = 1'-0"
(MK-5R OPPOSITE HAND)
(MK-3R OPPOSITE HAND)
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-5L AS SHOWN
RECESS FILLER MK-5L AS SHOWN
(MK-3R OPPOSITE HAND)
SCALE:ƒ" = 1'-0"
TOP RECESS FILLER MK-5L AS SHOWN
SECTION H-H
SCALE:ƒ" = 1'-0" SCALE:ƒ" = 1'-0"
SECTION I-I
SCALE:ƒ" = 1'-0"
SECTION J-J
SCALE:ƒ" = 1'-0"
SECTION C-C
NOTE: BARS LOCATED @ SECTION CUT-LINES
SCALE:ƒ" = 1'-0"
SECTION D-D
SCALE:ƒ" = 1'-0"
SECTION E-E
NOTE: BARS LOCATED @ SECTION CUT-LINES
SCALE:ƒ" = 1'-0"
SECTION F-F
NOTE: STRAPS LOCATED @ SECTION CUT-LINES NOTE: STRAPS LOCATED @ SECTION CUT-LINES
SCALE: 1•" = 1'-0"
TYP.
TYP.
L•"SKIN P
L•"SKIN P
WT6X20
TYP.
L4X4X•
SECTION A-A
TYP.
TYP.
8"8"
TYP.
L4X4X•
L @ 8".
SCALE: 1•" = 1'-0"
SECTION B-B
L•"SKIN P
TYP.
TYP.
8" RADIUS
WT6X20
L
LP•x6x6
TYP. 1"
L•"SKIN P
1'-11•"
TYP.
TYP.
WT6X20
TYP.
TYP.
LP
H
B
I
L4X4X•
H
I
L
(TYP.)
WT6X20
1" BAR
L
(TYP.)
L4X4X•
A
A
B
L
J
(TYP.)
WT6X20
TYP.
HANGER
FILLER
J
L4X4X•
LP 1x3•
(TYP.)
(TYP.)
L4X4X•
L
L4X4X•
8" RADIUS
4'-10"
FOR DETAILS
68W100-30
SEE DRAWING
LIFTING HOOK,
FLOW
6"
4'-10"
(1'-4 " MAX.)
VARIES
TYP.
WT6X20
NICKAJACK AUXILLARY LOCK
110'X 600'
PLANS, ELEVATIONS & SECTIONS
RECESS FILLER MK-5L AS SHOWN
(MK-5R OPPOSITE HAND)
MK 5R & 5L: 58 IN TRIANGLE FILLER
ƒ"= 1'-0"
8" 10"6"
HANGER
FILLER
(TYP.)
#6 BARS
(TYP.)
WT6X20
L4X4X•
(TYP.)
L
(TYP.)
WT6X20
HANGER
FILLER
DETAIL A
L4X4X•
TYP.
L
2"x‚"x1'-6"
ANCHOR (TYP).
WT6X20
4"
L
(TYP.)
#6 BARS
WT6X20
HANGER
FILLER
L
TYP.
L4X4X•
L
LIFTING HOOK
8" 2'-3"1'-11"
CAISSON SLOT RECESS FILLERS
69SEPT 17
ML
ML
L
LIFTING HOOK1'-3" 10" 6"
NICKAJACK PROJECT
REAR ELEVATION
1'-6" 10" 8" 1'-0"
10"C
D
E
F
68W410-8
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSA BATEMAN P.G. P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
ML ML
ESTIMATED WEIGHT: 5,000 LBS.
CELRN
C.A.D. DRAWING
ISSUED BY:
R
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
AUTOCAD R
DATE
PLOT FACTOR:
REVIEWED BY: APPROVED BY:
AS CONST
EXCEPT AS NOTED
NO.
REV.
DATE
R
R
DRWNDSGN CHKD RVWDSUPV APPD
PROJECT
ISSD
ID
CD
REV
DISCIPLINE
INTERFACE
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
T im e
D a t e
F il e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
7 8
REV NO.TASK COMPLETED BY:
F
E
7 8 9 10
D
C
B
11 12
A
INITIAL ISSUE
KLS
XX
0 - KLS - - -
W_TVA
C
CHIEF, CIVIL DESIGN BRANCH
3"= 1'-0"
06 4 2 6IN
SCALE: 3''= 1'-0''
ML ML
CELRN
ML
ML
03 2 1 3IN
SCALE: 6''= 1'-0''
JB
07 SEPT 17
3‚"
1"
1•"
TYP.
TYPICAL HANGER DETAIL
SCALE: 3" = 1'-0"
4ƒ"
TYP.
TYP.
TYP.
TYP.
TYP.
-5
3 EQUALLY SPACED
ƒ"} x 7" HD STUD
4 EQUALLY SPACED
ƒ"} x 5" HD STUDS
SCALE: 6" = 1'-0"
TYPICAL LIFTING HOOK DETAIL
ƒ
R
1•"} ƒ
" 3 ƒ
9•" 9•"2•" 2•"9•"
2'-9•"
3‚"
1" 1ƒ"
1" ƒ
•"R
G ƒ"PL
TYP.
(TYP.)
1‚" DIA.
Lƒ" P (TYP.)
SECTION A-A
SCALE: 3" = 1'-0"
TYP.
FILLER HANGER ELEVATION
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
TYP.
68W410-9
P 1"x 3•"L
EQUALLY SPACED
ƒ" P, 4 REQ'DL
MC10x41.1 x 2'-8„"
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
TYP.
TYP.
L8x8x1
LP •"x1‚"x2'-8„"
L
EQUALLY SPACED
ƒ" P, 4 REQ'D
TO FIT L8x8x1
MODIFY WEB OF WT6x20
1" TYPICAL COPE
A
Lƒ" P (TYP.)
GENERAL NOTES:
TYP.
BDS
BDS
NO WELD IN THIS LOCATION
THROUGH SKIN PLATE,
LIFTING HOOK PROTRUDES
3'-3•"
3"
" 4
W E
L D
A T
E
L D
A T
E
L D
A T
E
8…"8…"8…"8…"
9•"9•"9•"
2'-9•"
3'-3•"
3" 3"
8„"8…"8…"8„"
L1/2" P (TYP.)
SECTION B-B
FILLER HANGER PLAN
RECESS FILLER
MC10x41.1
WT6x20 TO ACCEPT
MODIFY FLANGE OF
L8x8x1
WT6x20 TO FIT
MODIFY WEB OF
1"
SCALE: 3" = 1'-0"
TYPICAL HANGER SECTION
EL. VARIES
TOP OF HANGER
SEE NOTE 6
1"
TYP.
TYP.
G
SCALE: 3" = 1'-0"
TYPICAL HANGER SECTION
4‚"
11"EMBEDMENT
LOCK WALL
2‚"
1"
2"
B B
G
G
G
SEE NOTE #4
BE REMOVED
CONCRETE TO
ADHESIVE ANCHOR (NIC)
3/4" } THREADED
LOCK WALL
MIN 7" INTO
7/8" DIA. HOLES (TYP.)
7"
(TYP.)
DRILL 7/8" HOLE
L
JEFFREY BROWN
JAMES R. WADDLE P.E.
VANESSE BATEMAN P.G P.E.
KRISTEN L. SMITHKRISTEN L. SMITH
7. 7 INCH MINIMUM EMBEDMENT INTO EXISTING LOCK
CONCRETE DRILLING. ANCHORS ARE NOT IN CONTRACT.
ADHESIVE ANCHORS TO BEINSTALLED BY GOVERNMENT AFTER
6. 3/4" } THREADED ROD. HILIT HIT-RE 500 EPOXY
INVOLVED. SIMILAR JOINTS SHALL HAVE SIMILAR WELDS.
5. WELD SYMBOLS SHOWN ARE TYPICAL FOR TYPE OF JOINT
5 INCHES OF GROUT BETWEEN PLATE AND LOCK WALL.
CONCRETE TO BE REMOVED. CANNOT HAVE MORE THAN
4. GROUT STRENGTH SHALL BE 3000 psi (MIN.).
BEFORE DELIVERY.
WILL BE FURNISHED BY THE CONTRACTOR AND REMOVED
TEMPORARY FORM WORK REQUIRED FOR PLACING CONCRETE
3. RECESS FILLERS SHALL BE FILLED WITH CONCRETE.
WELDING IN ACCORDANCE WITH AWS D1.1/1.1M-06.
PERFORM WELDING, INSPECTION, AND CORRECTIVE
2. ELECTRODES SHALL BE E70XX UNLESS OTHERWISE NOTED.
HANGER SHALL CONFORM TO ASTM A-36 SPECIFICATIONS.
1. ALL STRUCTURAL STEEL FOR RECESS FILLER AND FILLER
3"1" ƒ
CAISSON SLOT RECESS FILLERS
File details come from the government source that posted it. Updated .