FIO_Approach_Wall_Beam_As-Builts.pdf
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- Chickamauga Lock Chamber Replacement
- Solicitation number
- W912P5-17-B-0001
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FIO Approach Wall
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Text version
(TYP)
1'-0"
V A
R I
E S
V A
R I
E S
VARIES6"BEAM
V A
R I
E S
BEAM
(TYP)
1'-6"
T
Y P
1'-6"
TO FACE OF WALL
25'-0"
01 1 2FT
SCALE: ƒ''= 1'-0''
R E
S T
R A I
N E
R
WALL
FACE OF
ARMOR
A
B
UR-1
SCALE: ƒ" = 1'-0"
(SEE SHEET 61W520-83)
BEARING PADS (TYP)
SCALE: ƒ" = 1'-0"SCALE: ƒ" = 1'-0"
B
A
SECTION SECTION
RESTRAINERS - PLAN
DOWNSTREAM INTERMEDIATE PIERS SIMILAR.
FOR PIERS UR-2, UR-3 AND UR-4 SHOWN
NOTE:
UPSTREAM NOSE PIERS SIMILAR.
FOR PIER UR-1 SHOWN
NOTE:
(SEE SHEET 61W520-83)
BEARING PADS (TYP)
BEAMS UR-2, UR-3 AND UR-4
SHOWN, DOWNSTREAM INTERMEDIATE PIERS AND NOSE PIERS SIMILAR
BEAM
PIER
MONOLITH
(TYP, NOTE 2)
RESTRAINER
(TYP)
CENTERING DEVICE
(TYP)
PIPE 5 STD
(TYP, NOTE 3)
BLOCKOUT
BEAM RESTRAINER
(TYP, NOTE 3)
BLOCKOUT
BEAM RESTRAINER
(TYP)
CENTERING DEVICE
(TYP, NOTE 2)
RESTRAINER
(TYP)
PIPE 5 STD
PIPE 5 STD
AND BEARINGS NOT SHOWN
WALWAY COVER PLATE
SEE SHEET 61W520-68.
FOR BEAM RESTRAINER BLOCKOUT DETAILS3.
IS CONTRACTOR'S OPTION.
SIMILAR TO AS SHOWN ON SHEET 61W520-56
USING C10 x 15.3 AS PIPE SLEEVE SUPPORT
SEE SHEET 61W520-71 FOR RESTRAINER DETAILS.2.
RESTRAINERS FOR BOTTOM BEAMS SIMILAR.
RESTRAINERS SHOWN ARE FOR TOP BEAMS.1.
NOTES:
(TYP)
PVC PIPE
5"} SDR 26
ON SHEET 61W520-71 FOR DETAILS.
SEE "TYP. RESTRAINER PLAN "
(TYP)
PVC PIPE
5"} SDR 26
(TYP)
PVC PIPE
5"} SDR 26
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
:2
:1
A M
L
L c a d d s t r u c t
S h e e t s
W r .d g n
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
----3
C
C06
W_TVA
---JDD--0
JAN
INITIAL ISSUE
CHICKAMAUGA PROJECT
CHIEF, CIVIL DESIGN BRANCH
APR/10
JLD
I.L.
A.P.
B.T.
APPROACH WALLS
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
JAMES A. NIZNIK JOHNATHAN D. DUNCAN JENNIFER L. DICKERSON
INCA ENGINEERS
61W520-70
61W520-70 ƒ" = 1'-0"
I.L. A.P. B.T.
LOCK REPLACEMENT
N.G. V.R. B.T.9/17/2012
31737
P R
O F
E
SSIONAL EN
G
IN
E
E R
E T
A T
S
FO
WASH
IN
G
T O
N
DERETSI
GE
R
J A
M E S
M
IC
HAEL CO
ST
E L L
O
UPSTREAM NOSE PIERS SHOWN, SIMILAR
(4)-#9 @ 6" BEARING BARS
6" TRANS
GAP
6" 14'-6"
#9 BEARING BARS
RESTRAINERS
JAN JDD BSS
RELOCATION OF UPSTREAM WALL ARMOR AND RESTRAINERS
SIDE FACE OF PIER5'-0" 2'-3" 2'-3"
2'-6"
T
Y P
SIDE FACE OF PIER5'-0" 2'-3" 2'-3"
(TYP)
2'-0" ( T
Y P
(TYP)
9"
9"
INTERMEDIATE PIER
BEARING
BEARING
BEARING
BEARING
BEARING
BEARING
BEARING
BEARING
EL 692.0
EL 672.5
TOP BEAM
BOTTOM BEAM
INTERMEDIATE PIER
BEARING
BEARING
BEARING
BEARING
BEARING
BEARING
EL 658.0
EL 629.5
TOP BEAM
MIDDLE BEAM
BOTTOM BEAM
SCALE: •" = 1'-0"
UPSTREAM BEARING GROUP V - ELEVATION
SCALE: •" = 1'-0"
DOWNSTREAM BEARING GROUP VI - ELEVATION
SCALE: N.T.S.
STEEL REINFORCED BEARING PAD DETAIL 1
61W520-82
61W520-84 SIM
02 1 2 4FT
SCALE: •''=1'-0''
(SEE NOTE 3)
RESTRAINERS (TYP)
(SEE NOTE 3)
RESTRAINERS (TYP)
PADS (NOTE 1)
ELASTOMER BEARING
SHIMS (NOTE 2)
(7) STAINLESS STEEL
61W520-71.
2. FOR RESTRAINERS ON PIERS, SEE SHEETS 61W520-70 AND
THE BASE PLATE SHALL BE VULCANIZED.
REQUIREMENTS SEE THE SPECIFICATIONS. PAD BONDING TO
TYPE 304 STAINLESS STEEL. FOR ADDITIONAL BEARING PAD
2. INTERNAL STAINLESS STEEL SHIMS SHALL BE 12 GA A240
3 ELASTOMER WITH DUROMETER 60 (SHORE A) HARDNESS.
1. ALL BEARING PADS SHALL BE FABRICATED WITH GRADE
NOTES:
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
T i m e
P l
D t e
F i l e
N m e
:2
:2
A M
L
L c a d d s t r u c t
S h e e t s
W r .d g n
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
----3
C
C06
W_TVA
---JDD--0
JAN
INITIAL ISSUE
CHICKAMAUGA PROJECT
CHIEF, CIVIL DESIGN BRANCH
FEB/10
JLD
I.L.
A.P.
B.T.
APPROACH WALLS
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
JAMES A. NIZNIK JOHNATHAN D. DUNCAN JENNIFER L. DICKERSON
INCA ENGINEERS
61W520-83
61W520-83
•" = 1'-0"
LOCK REPLACEMENT
I.L. A.P. B.T.
BEAM BEARING DETAILS
SHEET 2 OF 3
N.G. V.R. B.T.
BEARING
RESTRAINERS
BEARING
RESTRAINERS
9/17/2012
31737
P R
O F
E
SSIONAL EN
G
IN
E
E R
E T
A T
S
FO
WASH
IN
G
T O
N
DERETSI
GE
R
J A
M E S
M
IC
HAEL CO
ST
E L L
O
JAN JDD BSS
EL 675.00
EL 680.00
EL 684.75
EL 689.75
RELOCATION OF UPSTREAM WALL ARMOR AND RESTRAINERS
| 61W520-70r3 |
| 61W520-71r1 |
| 61W520-83r3 |
| 11-009 |
| QC_DL-1T-3 |
| QC-DL-1M-3 |
| QC-DL-1B-3 |
| QC-DR-1T-3 |
| QC-DR-1M-3 |
| QC-DR-1B-3 |
| QC-UL-1T-3 |
| QC-UL-1B-3 |
| QC-UR-1T-3 |
| QC-UR-1B-3 |
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