W912P520R0004-0003 TPlans Amendment.pdf
PDF 14 MB Posted
- Attached to
- Kentucky Lock-Downstream Lock Monolith Construction Federal contract opportunity
- Solicitation number
- W912P520R0004
About this file
This document provides details regarding a federal contract solicitation by the U.S. Army Corps of Engineers Nashville District. The solicitation is for construction of the downstream monoliths for the Kentucky Lock project in Grand Rivers, Kentucky. A pre-proposal site visit will take place on May 4th, 2021 with a video conference presentation, followed by an organized site visit on May 6th, 2021 at the USACE West Kentucky Resident Office. Interested parties must register to attend by April 30th by providing attendee information to the listed USACE points of contact. U.S. citizens and foreign nationals must submit required forms regarding security access and citizenship status at least five days in advance of the site visit. The solicitation is expected to be released on or around April 16th, 2021, with an intended start date approximately 30 days after contract award.
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Text version
20'
75'
20'
35'
8'
5' TYP.
FFE = 382.50MAINTENANCE SHOP
FFE = 382.21VISITOR/OPERATIONS BUILDING
EL 381.00
18.5'30'18.5'
9' 5'
20'
5' TYP.
6'
60.66'
15'
9' 9'
9' 5'
IN
V.
=3 .1
" P
LASTI
C R
O U
N D
SEE NOTE 1.
SEE NOTE 3
SEE NOTE 2.
M-31C M-30C M-29C M-28C M-27C M-26C M-25C M-24C M-23C M-22C
CL EXISTING LOCK
EL 25
EL 23
EL 24
EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 3EL 4EL 5EL 6EL 7EL 8EL 9
U2 U1L4L5L6L7L8
B
B
L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29
L30L31L32
L9
M23 M15M16M17M18M19M20M21M22M25 M24M26M27M28M29M30M31 M32
M14 M13 M12 M11 M10 M9 M8 M7 M6
M5 M4
C
INITIAL ISSUE
1" = 50'
KFP ASK KFP
KFP
ASK
KFP
CHIEF, CIVIL DESIGN BRANCH
22N250-25
MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
8C22N250-25
050 25 50 100FT
SCALE: 1''=50'
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:2
:5
A M c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N
.d g n
P l o t
T i m e
P l a t e
F i l e m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
BACK FILL PLAN
LOCK WALL
KENTUCKY LOCK ADDITION
DOWNSTREAM LOCK MONOLITHS
BCS MAM NCB
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN
KENTUCKY PROJECT
07CELRN
ALONG LANDWARD
L
OFFSET 2+15R
C FUTURE LOCK
LEGEND:
BACKFILL AREA
NOTE:
EXISTING LOCK WALL MONOLITHS
MIDDLE WALL LOCK MONOLITHS
MIDDLE SEGMENTAL COFFERDAM WALL
LANDWARD LOCK MONOLITHS
ELXX
MXX
MXXC
LXX
UX UPSTREAM LANDWARD MONOLITHS
JAN/20
(NTC)
PARKING LOTS. NOT THIS CONTRACT
BOUNDARY LINE OF BUILDINGS AND
EMBANKMENT AT STA 2+50.
ECBs ARE ALONG THE EASTERN
MUST BE REMOVED AND DISPOSED.
EROSION CONTROL BLANKETS (ECB) 4.
DRAWINGS 23N250-6 TO 23N250-15
FOR GRADING DETAILS SEE CONTRACT 3.
CONTRACT (NTC)
LOTS THAT ARE SHOWN. NOT THIS
BUILDINGS INCLUDING FUTURE PARKING
OPERATION AND MAINTENANCE
PLAN VIEW OF LOCATION OF FUTURE 2.
ALTERED DURING THIS CONTRACT
EXISTING EMBANKMENT WILL NOT BE 1.
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2.
2.
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2.
2.
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R
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2.
2.
3.
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SLP
3.
2.
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AP
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3.
3.
O N_R
IP
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SLP
3.
TO
P
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3.
3.
3.
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SLP
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4.
4.
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4.
4.
4.
4.
4.
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4.
4.
4.
4.
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SLP
SLP
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
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LE
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AP
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P
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AP
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P
BR
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LO
C K
W
ALL
4.
6+20
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
24" RCP
5.
5.
5.
5.
4.
5.
5.
5.
5.
NO
S
TAM
P
BRASS
D
IS
K
NO
S
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P
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D
IS
K
NO
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P
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SLP
SLP
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L
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5.
4.
4.
4.
5.
5.
5.
4.
4.
5.
5.
5.
5.
5.
4.
5.
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
N G A
T
SH
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PI
LE
N G A
T
SH
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PI
LE
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T
SH
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PI
LE
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
AT
LO
C K
W
ALL
TO
P
BR
K
TO
P
BR
K\
R
IP
R
AP
TO
P
BR
K\
R
IP
R
AP
TO
P
BR
K\
R
IP
R
AP
TO
E
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
TO
P
BR
K\
R
IP
R
AP
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
5.
5.
5.
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
C O
N P
AD
W / G
EN
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
NO
S
TAM
P
BRASS
D
IS
K
NO
S
TAM
P
BRASS
D
IS
K
NO
S
TAM
P
BRASS
D
IS
K
SLP
SLP
RI
PRAP
SLP
SLP
SLP
SLP
SLP
SLP
SLP
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K\
R
IP
R
AP
E_
PAD
TO
E
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
5.
5.
5.
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
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C /L G
R N
D L
EVEL
5.
5.
SLP
SLP
5.
5.
6.
6.
6.
5.
6.
5.
5.
6.
5.
6.
6.
6.
TO
P
BR
K
TO
P
BR
K
R
IP
R
AP
JP
T
TO
P
BR
K\
R
IP
R
AP
E_
PAD
TO
E
BR
K
N G /G
R
AVEL
R
IP
R
AP
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
6.
6.
6.
6.
RI
PRAP
SLP
RI
PRAP
NAI
L
NAI
L
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
TO
P
BR
K
TO
E
BR
K
TO
E
BR
K
TO
P
BR
EAK\
R
IP
R
AP
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
E_
PAD
E_
PAD
E_
PAD
E_
PAD
N G
E_
PAD
J
PT
TO
E
BR
K
TO
E
BR
K
TO
E
BR
K
TO
E
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
6.
5+20
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
PAD
CONCRETE
7.
6.
7.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
TO
E
BR
K
TO
E
BR
K
TO
E
BR
K
TO
E
BR
K
TO
E
BR
K
TO
P
BR
K
TO
P
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
TO
P
BR
K\
R
IP
R
AP
TO
P
BR
K
TO
P
BR
K\
R
IP
R
AP
TO
P
BR
K
N G /G
R
AVEL
TO
E
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
N G /G
R
AVEL
6.
7.
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
U G F
IB
ER
/C
O M
M
7.
7.
7.
7.
7.
7.
7.
7.
7.
TO
E
BR
K
TO
P
BR
K
TO
E
BR
K
TO
P
BR
K
TO
P
BR
K
TO
P
BR
K
N G /G
R
AVEL
TO
P
BR
K
7.
7.
C O
N D
U
IT
A
TT
C
O M
M
PO
W
ER
SH
O T
C /L G
R N
D L
EVEL
C O
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U
IT
A
TT
C
O M
M
PO
W
ER
SH
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C /L G
R N
D L
EVEL
7.
7.
7.
7.
7.
7.
TO
E
BR
K
N G /G
R
AVEL
N G /G
R
AVEL
TO
P
BR
K
TO
P
BR
K
N G /G
R
AVEL
8.
8.
8.
7.
7.
8.
7.
8.
SLP
SLP
N G /G
R
AVEL
N G /G
R
AVEL
TO
P
BR
K
JP
T
SLP
SLP
SLP
R C
P
8.
8.
8.
ERD
G
RAVEL
SLP
SLP
8.
8.
8.
SLP
N G /G
R
AVEL
N G /G
R
AVEL
9.
8.
8.
ERD
G
RAVEL
ERD
G
RAVEL
8.
8.
TO
P
BR
K
TO
P
BR
K
9.
SLP
9.
TO
P
BR
K
9.
ERD
G
RAVEL
0.
0.
TO
P
BR
K
TO
P
BR
K
0.
SLP
0.
0.
0.
SLP
TO
P
BR
K
TO
P
BR
K
1.
TO
P
BR
K
1.
1.
ERD
G
RAVEL
ERD
G
RAVEL
2.
H W _T S
C
AN
2.
H W _T S
C
AN
2.
2.
TO
P
BR
K
TO
P
BR
K
2.
2.
2.
2.
2.
14011401
HW
_T N
EW
L
O
CK
HW
_T N
EW
L
O
CK
HW
_T N
EW
L
O
CK
HW
_T N
EW
L
O
CK
HW
_T N
EW
L
O
CK
2.
2.
H W _T S
C
AN
H W _T S
C
AN
3.
TO
P
BR
K
3.
TO
P
BR
K
C B
C B
8.
8.
H W _T S
C
AN
H W _T S
C
AN
519.26
15+63.75
283.43
15+65.92
290.13
2+80.40
332.43
2+54.25
437.96
2+53.31
521.73
14+30.19 514.51
11+71.56
584.84
7+59.56
513.21
10+42.06
571.31
3+39.96
553.70
4+15.36
526.66
1+55.81
284.06
14+10.95
289.48
11+97.51
290.00
8+15.45
286.31
7+15.58 290.17
5+09.96
290.18
6+04.53
556.58
2+38.99
INV.=342.22'
INV.=378.78'
3:
3:1
412.05
412.05 3:1
MATCH STAIRS
SLOPE TO
381.83
C
5+0
10+00
5+0
10+00
5+0
10+00
C
379.0+
+377.9
4.0%
10:1
10:1
378.15
EL.
6:1
6:1
6:1
3:1
368.2
FERRY LANDING RD.30'
2.0%
9:110:1
2.0%
2.0%
6:1
3:1
C C
20'
2.0%
C
C C
C
C
4:1 3.5:1
O P
E R
A T I
O
S
INV.=379.27'
INV.=373.40'
H
P E
RCP
36" HDPE
+382.00
30" RCP
P
P E
18"
RCP
382.00
INV.=381.40'
ACCESS
TAILWATER
LOCK
30'30'30'
EL. 345.00
P
E 36" RCP
INV.=331.67'TOP=341.00'
INV.=321.67'
45+00
INV.=382.61'
CUTOFF WALL
MONOLITH
UPSTREAM
EMBANKMENT SURFACE
2:1 EXISTING
EMBANKMENT
LAYER TO TOE OF
801.13.02 1-FT
KYTC STANDARD
TO TOE OF EMBANKMENT
FILTER LAYER
1-FT SAND
20'
75'
20'
35'
8'
5' TYP.
FFE = 382.50MAINTENANCE SHOP
FFE = 382.21VISITOR/OPERATIONS BUILDING
EL 381.00
18.5'30'18.5'
9' 5'
20'
5' TYP.
6'
60.66'
15'
9' 9'
9' 5'
20'
75'
20'
OPERATIONS ROAD
24'
(BY OTHERS)VISITORS PARKING
(BY OTHERS)SIDEWALK
EL 382.21
EL 382.21
EL 382.21
18.5'30'18.5'
15'
EL. 345'
TOP OF LOCK
CUTOFF WALL
UPSTREAM MONOLITH
GRADING SURFACE
FUTURE ROADWAY
EMBANKMENT SURFACE
2:1 EXISTING
805.13.02
1-FT KYTC STANDARD
THIS PAGE
SEE DETAIL "A"
12" PERFORATED CORRUGATED PIPE
SEE NOTE 5
MAINTENANCE BUILDING
BUILDING
VISITORS OPERATIONS
L6L7L8L9 L5
UPSTREAMDOWNSTREAM
A A
LEGEND:
LEGEND:
TO BE PLACED
DISPOSAL AREA A
MATERIAL FROM
805.13.02
KYTC STANDARD
SAND
EXISTING EMBANKMENT
FROM QUARRY TO BE PLACED
8 INCH MINUS MATERIAL
BACKFILL AREA
PERFORATED CORRUGATED PIPE PLACEMENT.
6. SEE DRAWING 22N250-30 FOR DETAIL OF
BUILDINGS AND PARKING LOTS.
5. NOT THIS CONTRACT (NTC) INCLUDES
SAND AND 8-INCH MINUS OVERLAY
SIDE PRIOR TO PLACEMNET OF
EMBANKMENT ON THE DOWNSTREAM
FROM EXISTING UPSTREAM
4. REMOVE EROSION CONTROL BLANKET
FOR DRAINAGE DETAILS.
3. SEE DRAWING 23N250-6 AND 23N250-7
FILL AND SOIL FILL LAYERS.
IS TO BE PLACED BETWEEN ROCK
2. GEOTEXTILE NONWOVEN FABRIC
SPECIFICATION 32 92 19
BE SEEDED ACCORDING TO
1. FINISHED BACKFILL SLOPES SHALL
NOTES:
L4L5L6L7L8L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29
L30L31L32
L9
N
NONWOVEN GEOTEXTILE
PARALLEL TO LANDSIDE LOCK
PROFILE A-A'
N_TVA
INITIAL ISSUE
KENTUCKY PROJECT
XX
CHIEF, CIVIL DESIGN BRANCH
JAN/20
040 20 40 80FT
SCALE: 1''=40'
GRAPHIC SCALE MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:4
:3
P
M c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N .d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
ROBERT W. BAULSIR, III, P.E.
BENJAMIN C. SOLLMAN
KYLE C. McCUNE, P.E..
KENTUCKY LOCK ADDITION
DOWNSTREAM LOCK ADDITION
22N250-28
22N250-28
1"= 40'
KFP
KFP
ASK
KFP KFPASK BCS MAM NCB
CELRN
BACKFILL ALONG LANDWARD
LOCK WALLPROFILE AND PLAN
AND PARKING LOTS. (NTC)
BOUNDARYLINE FOR BUILDINGS
L
OFFSET 2+15R
C FUTURE LOCK
2:1 GRADE
BACKFILL SURFACE
EXISTING MONOLITHS
FUTURE MONOLITHS
EMBANKMENT SURFACE
0.
0.
3.
4.
4.
5.
7.
9.
9.
0.
2.
3.
4.
5.
15'R
10'R
15'R
CURVE 1
CURVE 2
CURVE 2
CURVE 1
CURVE 4
CURVE 3
410410
410410
2+003+004+005+006+007+008+009+0012+0013+0014+0015+0016+00 10+0011+00
6.
7.
9.
9.
0.
1.
1.
2.
2.
2.
3.
3.
3.
4.
4.
6.
6.
7.
7.
8.
8.
9.
9.
360 360
9.
0.
0.
0.
1.
1.
2.
3.
4.
3.
4.
5.
6.
6.
7.
7.
7.
7.
8.
7.
8.
8.
9.
9.
9.
9.
9.
R
O C
K
F I L L
S L
O P E
0.
0.
0.
0.
1.
1.
2.
2.
L18 L17 L16 L15 L14 L13 L12 L11 L10 L6L7L8L9L19L20L21 L5L22L23L24L25L26L27L28L29
L30L31L32
BOTTOM OF EXCAVATION EL. 276'
BOTTOM OF EXCAVATION EL. 270'
BOTTOM OF EXCAVATION EL. 261'
3.
4.
4.
24" RCP
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6.
5.
P
TOP OF LOCK EL. 382'
2.
1 38
2.
2.
2.
2.
8.
8.
SCALE: N.T.S.
DETAIL "A"
3:
3:1
3:1
MATCH STAIRS
SLOPE TO
10:1
10:1
2.0% 2.0%
P E
RCP
36" HDPE
30" RCP
P
P E
P
E 36" RCP
35'
8'
FFE = 382.50MAINTENANCE SHOP
FFE = 382.21VISITOR/OPERATIONS BUILDING
18.5'30'18.5'
9' 5'
20'
6'
60.66'
15'
9' 9'
9' 5'
SEE NOTE 1
12" PERFORATED CORRUGATED PIPE
12" PERFORATED CORRUGATED PIPE
FOR SECTIONS. A-A AND B-B.
2. SEE DRAWING 22N250-30
1. EXISTING EMBANKMENT.
NOTES:
BACKFILL AREA
AND PARKING LOTS (NTC)
BOUNDARY FOR BUILDINGDS
LEGEND:
12" PERFORATED CORRUGATED PIPE
DETAILED PLAN - MONOLITH L5 TO L32
L19L20L21L22L23L24L25L26L27L28L29
L30L31L32
L4L5L6L7L8
L10L11L12L13L14L15L16L17L18L19 L9
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:3
:3 c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N .d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
8C
C14
N_TVA
---NCBMAM--
INITIAL ISSUE
KENTUCKY PROJECT
XX
KFP ASK KFP
KFP
ASK
KFP
CHIEF, CIVIL DESIGN BRANCH
BCS
KENTUCKY LOCK ADDITION
22N250-29
22N250-29
MICHAEL A. MORRISON
ROBERT W. BAULSIR, III, P.E.
JAN/20
NICOLE C. BERGER
GRAPHIC SCALE
SCALE: 1''= 30'
30 15 30 60FT
1"= 30'
SHEET 1 OF 2
BACKFILL ALONG LANDWARD
LOCK WALL DETAIL PLAN VIEW
KYLE C. McCUNE, P.E.
DOWNSTREAM LOCK MONOLITHS
BENJAMIN C. SOLLMAN
CELRN
N
360 360
360360360
370 370
370 370
370 370
370 370
370 370
370 370
370 370 370370
0 370
370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370
370370
370370
370370370370370370370370370370370370370370370370370370370370370370370370370370370370370370370370370
380380
380380
380380
380380 380380380380
380380 380380
380380
380380 380380380
380380
380380380380380380380380380380380380380380380380380380380380380380380380380380
380380
380380
380380
380380380380380380380380380
380380380
380380380380380380380380380380380380380380380380380380380380380380380380380380
380380 380 380380380 380 380 380
380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380
380380380
380380
380380380
380380380 380380380380380380380
380380
380380
380380
380380380380
B A
B A
36" HDPE
C
368.2
C
1 6
36" HDPE
15"
18"
30"
C
36" HDPE
3'FB DITCH
EL. 345.00
P
E 36" RCP
TOP=333.00' INV.=321.67'
INV.=321.67'
INV.=342.22'
ROCK
TOE OF LOCK WALL
EXCEED 1/2" DIAMETER.
DRAIN PIPE. PERFORATIONS NOT TO
12" CORRUGATED PERFORATED STEEL
SEE NOTE 4
BACKFILL MATERIAL
FABRIC
GEOTEXTILE
OVERLAP
SCALE: N.T.S.
STATION 7+40
SECTION B-B
(SEE DETAIL "A")
12 INCH DIAMETER CORRUGATED PERFORATED PIPE
BE FIELD VERIFIED
SLOPE LOCATIONS TO
(SEE NOTE 1AND 2)
GEOTEXTILE NONWOVEN FABRIC
8" MINUS BACKFILL MATERIAL
8" MINUS BACKFILL MATERIAL
No,57 STONE
NATURAL SAND
AREA A TO BE PLACED
BORROW DISPOSAL
MATERIAL FROM
QUARRY TO BE PLACED
MATERIAL FROM
8" MINUS BACKFILL
MIN. 6" THICK
3/4" GRADED STONE
MIN. 6" THICK
NO. 57 STONE
MIN. 12" THICK
NATURAL SAND,
FABRIC, ALL AROUND
TYPE-IV GEOTEXTILE
3/4" GRADED STONE
00, 33 46 13, AND 35 31 19.
BEDDING FILL MATERIAL MUST MEET COMPACTION REQUIREMENTS PER PROJECT SPECIFICATIONS 31 00 6.
THE PIPE.
ONLY ONE HORIZONTAL SEAM IN THE FABRIC. THIS SEAM SHALL NOT OCCUR ON THE BOTTOM HALF OF
THE GEOTEXTILE FABRIC SHALL BE WRAPPED AROUND THE 3/4" GRADED STONE SUCH THAT THERE IS 5.
DEPENDING ON THE LOCATION ALONG THE LANDWARD LOCK WALL.
BACKFILL MATERIAL MAY BE 8" MINUS MATERIAL OR DISPOSAL/BORROW AREA "A" MATERIAL 4.
8" MINUS MATERIAL TO BE PUSHED INTO PLACE. NOT DUMPED INTO PLACE.3.
PLACED ACCORDING T0 SPECIFICATION 31 00 00 AND KYTC STANDARDS.
GEOTEXTILE MATERIAL USED AS SEPARATION BETWEEN SOIL AND 8-INCH MINUS MATERIAL SHALL BE 2.
IV GEOTEXTILE FABRIC AS INDICATED IN KYTC STANDARDS.
CONFORM TO KYTC STANDARD 843.06.GEOTEXTILE FABRIC USED FOR WRAPPING PIPE SHALL BE TYPE
SPECIFICATIONS 31 00 00. GEOTEXTILE FABRIC USED FOR SEPARATION OF SOIL AND ROCK SHALL
GEOTEXTILE SHALL BE NON-WOVEN MEDIUM WEIGHT GEOTEXTILE THAT CONFORMS TO THE PROJECT 1.
NOTES:
EL 382.00
EL 276.00
LEGEND:
L-11
23N250-06 AND 23N250-07.
SEE DETAILS ON SHEETS
30" DRAINAGE PIPE
SURFACE
FUTURE GRADING
SURFACE
FUTURE GRADING
O P
O S
E
O
C K
EXCAVATION LIMITS
O P
O S
C K
EXCAVATION LIMITS
SCALE: N.T.S.
STATION 5+00
SECTION A-A
1.5
EL 382.00
EL 276.00
L-16
BE FIELD VERIFIED
SLOPE LOCATIONS TO
(SEE DETAIL "A")
CORRUGATED PERFORATED PIPE
12 INCH DIAMETER
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:3
:2 b a n e r
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
8C
C07
N_TVA
---NCBMAM--
INITIAL ISSUE
KENTUCKY PROJECT
XX
KFP ASK KFP
KFP
ASK
KFP
CHIEF, CIVIL DESIGN BRANCH
BCS
CELRN
KENTUCKY LOCK ADDITION
22N250-30
22N250-30
MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
JAN/20
SHEET 2 OF 2
1"= 5'
KYLE C. McCUNE, P.E.
DOWNSTREAM LOCK MONOLITHS
BENJAMIN C. SOLLMAN
LOCK WALL DETAIL SECTIONS
BACKFILL ALONG LANDWARD
NTS
ADETAIL
ELE
V.
=3 .4
N =1
.8
E=9
8.
FN
D B
R
ASS
C
AP
BM
ELE
V.
=3 .6
N =1
.8
E=9
9.
FN
D B
R
ASS
C
AP
BM
-8 R
ES
ET
ELE
V.
=3 .7
N =1
.1
E=9
8.
FN
D B
R
ASS
D
IS
K
STA
5+
B- .5 4W
ELE
V.
=3 .7
N =1
.1
E=9
9.
FN
D B
R
ASS
D
IS
K
STA
0+
B- .5 4W
ELE
V.
=3 .8
N =1
.2
E=9
7.
FN
D B
R
ASS
D
IS
K
STA
5+
B- .5 4E
ELE
V.
=3 .5
N =1
.3
E=9
3.
FN
D
IR
O N R
EBAR
C P-
AREA "D"
DISPOSAL/BORROW
HAUL ROAD TO
(POV ACCESS)
PAVED ROAD
AREA "D"
DISPOSAL/BORROW
HIGHWAY BRIDGE
AREA "A"
DISPOSAL/BORROW
AREA "B"
DISPOSAL
YARD ROAD
LAYDOWN
"B"
DISPOSAL AREA
HAUL ROAD TO
RAIL BRIDGE
(SEE NOTE 3)
ACCESS ROADS
EXACAVATION AREA
AREA "D" TURN AROUND
OF DISPOSAL/BORROW
APPROXIMATE LOCATION
FILTRATION PONDS
AREA "A"
DISPOSAL/BORROW
HAUL ROAD TO
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:4
:2 c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
INITIAL ISSUE
XX
1"= 200'
KFP ALD KFP
KFP
ALD
KFP
CHIEF, CIVIL DESIGN BRANCH
22N250-31
MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
8C22N250-31
HAULROADS &
KENTUCKY LOCK ADDITION
BACKFILL,
BCS
DOWNSTREAM LOCK MONOLITHS
BENJAMIN C. SOLLMAN
KYLE C. McCUNE, P.E.
KENTUCKY PROJECT
0200 100 200 400FT
SCALE: 1''=200'
CELRN
DISPOSAL/BORROW AREA
DISPOSAL/BORROW AREA LIMITS
BACKFILL AREA
DISPOSAL/BORROW AREA A
HAUL ROAD
EXISTING LOCK CHAMBER
NN
HI
GHW
AY
PAVED ROAD (POV ACCESS)
THE DATE CORRESPONDING TO ACCESS TO THE EXCAVATION IS COMMONLY REFERRED TO AS "PIT ACCESS DATE.
4) CONTRACTOR WILL TAKE OVER MAINTAINACE OF ALL SITE ROADS AS SOON AS ACCESS TO EXCAVATION ID GRANTED.
OF THE ACCESS ROADS UPON ARRIVING ON THE SITE.
ON SITE AT THE START OF THIS CONSTRUCTION CONTRACT. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION
3) EXCAVATION AREA ACCESS ROADS SHOWN ARE ACCURATE AS OF 3/15/2021, THE ROAD LOCATIONS MAY DIFFER
AND USACE STAFF.
2) ALL SITE ACCESS ROADS MUST BE SHARED WITH CURRENT AND FUTURE CONTRACTORS AS WELL AS TVA
1) FOR PROPOSED DRAINAGE DETAILS SEE DRAWINGS 23N250-7 & 23N250-8.
NOTES:
LEGEND
JAN/20
A A
300300300300
300300300
310 310 310
320 320
320 320
320 320 320
320 320
M W
8.
8.
8.
8.
8.
8.
340340
0.
0.
0.
0.
0.
0.
2.
2.
2.
2.
2.
2.
4.
5.
5.
5.
6.
6.
6.
7.
7.
7.
8.
8.
8.
8.
8.
8.
9.
9.
9.
9.
9.
350 350
0.
0.
1.
1.
1.
1.
3.
3.
4.
5.
6.
6.
9.
360 360
0.
0.
0.
0.
0.
0.
0.
0.
T
W
W
T
1.
1.
M
T
S
M
T
W
1.
1.
T
2.
2.
4.
4.
4.
4.
4.
4.
4 36
4.
4.
4.
5.
7.
7.
9.
0.
2.
2.
3.
3.
3.
4.
T
T
4.
T
T
T
T
T
T
T
T
T
G E
N E
R A
T O
R
5.
T
T
T
T
W
T
6.
6.
8.
S
8.
T
9.
9.
9.
9.
9.
9.
9.
9.
9.
380 380
0.
S
1.
1.
W
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
2.
2.
2.
C O
M
C O
3.
3.
3.
4.
4.
5.
5.
6.
7.
7.
7.
W W
S
M
S
W
8.
8.
8.
C O
C O
W
8.
W
C O
C O
C O
C O
C O C
O
C O
C O
9.
C O
C O
9.
C O
C O
9.
0.
0.
0.
0.
0.
0.
0.
S
0.
0.
0.
0.
1.
1.
1.
1.
1.
1.
1.
1.
1.
T
1.
1.
1.
1.
2.
2.
2.
2.
2.
2.
2.
S
2.
3.
3.
W
W
S
W
3.
3.
3.
3.
6 39
3.
4.
4.
6.
6.
7.
6.
1.
1.
2.
2.
2.
3.
4.
M-31C M-30C M-29C M-28C M-27C M-26C M-25C M-24C M-23C M-22C
EXISTING LOCK
EL 25
EL 23
EL 24
EL 18BEL 19EL 20EL 21EL 22
L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29
L30L31L32
M23 M15M16M17M18M19M20M21M22M25 M24M26M27M28M29M30M31 M32
FOUNDATIONS DURING CONSTRUCTION.
GEOLOGIC MAPPING OF LANDWALL
CPP-39 AND CCP-40 WILL BE BASED ON
5. ACTUAL LOCATIONS OF PIEZOMETERS CCP-38,
OFFICER.
SHOULD BE VERIFIED WITH THE CONTRACTING
OF NEW INSTRUMENTATION. ANY CHANGES
22N250-43 SHOWS LOCATIONS AND ELEVATIONS
BE INSTALLED BY THE CONTRACTOR. DRAWING
22N250-41 AND 22N250-42 ARE NEW AND WILL
4. INSTRUMENTATION SHOWN ON DRAWINGS
SPECIFICATIONS.
INSTRUMENTATION DATA AS DESCRIBED IN THE
THE CONTRACTOR SHALL MONITOR AND REPORT
AS SHOWN. AFTER TAKING OVER THE SYSTEM,
APPROXIMATE FIELD LOCATIONS
SPECIFICATIONS.THESE INSTRUMENTS ARE
LOCK WALL IN ACCORDANCE WITH THE
AND DOWNSTREAM COFFERDAMS AND EXISTING
INSTRUMENTATION SYSTEM ON THE UPSTREAM
3. CONTRACTOR WILL TAKE OVER THE EXISTING
CONTRACTING OFFICER.
DISCREPANCIES SHOULD BE VERIFIED WITH THE
INSTRUMENTATION PREVIOUSLY INSTALLED. ANY
INFORMATION ONLY) FOR LOCATIONS OF EXISTING
61N851-20 THRU 61N851-26 AS WELL (FOR
2. REFER TO DRAWINGS 61N852-14, 68N852-17 AND
CONTRACTING OFFICER.
IF APPROVED BY THE
APPROXIMATE FIELD LOCATIONS AS SHOWN,
1. INSTRUMENTATION LOCATIONS ARE
NOTES:
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:0
:0 c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
C
INITIAL ISSUE
XX
1" = 30'
KFP ALD KFP
KFP
ALD
KFP
CHIEF, CIVIL DESIGN BRANCH
22N250-41
MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
8C22N250-41
030 15 30 60FT
SCALE: 1''=30'
PLAN VIEW
SHEET 1 OF 2
DOWNSTREAM MONOLITHS
KENTUCKY LOCK ADDITION
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN
NEW INSTRUMENTATION
KENTUCKY PROJECT
CELRN
L
OFFSET 2+15R
C FUTURE LOCK
JAN/20
SURVEY MONUMENT
TO BE DETERMINED (TBD)
PIEZOMETERS LOCATIONS ARE
11A
B
B
B
C EXISTING LOCK
B
B
B
B
B
B
B
P
P
P
P
P P
P
N
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -L
S M -M
S M -L
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
S M -M
CCP-40
CCP-39 CCP-38
M A
T C
H L
IN
E E
T
N
.D
G
EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18A EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9
BEARING N 54.2783 W DEGREES
U2 U1L4L5L6L7L8
L EXISTING LOCK
S T
A
U
N 1898106.257
E 906455.407
STATION 0+00
L UPPER GATE PINTLES
L EXISTING LOCK @
L10L11L12L13L14L15 L9
M15 M14 M13 M12 M11 M10 M9 M8 M7 M6
M5 M4
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
:2
:3 c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
C
INITIAL ISSUE
XX
1" = 30'
KFP ALD KFP
KFP
ALD
KFP
CHIEF, CIVIL DESIGN BRANCH
22N250-42
MICHAEL A. MORRISON NICOLE C. BERGER
ROBERT W. BAULSIR, III, P.E.
8C22N250-42
030 15 30 60FT
SCALE: 1''=30'
PLAN VIEW
SHEET 2 OF 2
KENTUCKY LOCK ADDITION
DOWNSTREAM MONOLITHS
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN
NEW INSTRUMENTATION
KENTUCKY PROJECT
CELRN
SURVEY MONUMENTS
LEGEND:
S M -L
S M -L
S M -L
S M -L
S M -M
S M -M
S M -M
S M -M
S M -M
JAN/20
OFFICER.
SHOULD BE VERIFIED WITH THE CONTRACTING
OF NEW INSTRUMENTATION. ANY CHANGES
22N250-43 SHOWS LOCATIONS AND ELEVATIONS
BE INSTALLED BY THE CONTRACTOR. DRAWING
22N250-41 AND 22N250-42 ARE NEW AND WILL
INSTRUMENTATION SHOWN ON DRAWINGS 4.
SPECIFICATIONS.
INSTRUMENTATION DATA AS DESCRIBED IN THE
CONTRACTOR SHALL MONITOR AND REPORT
AFTER TAKING OVER THE SYSTEM, THE
APPROXIMATE FIELD LOCATIONS AS SHOWN.
SPECIFICATIONS. THESE INSTRUMENTS ARE
LOCK WALL IN ACCORDANCE WITH THE
AND DOWNSTREAM COFFERDAMS AND EXISTING
INSTRUMENTATION SYSTEM ON THE UPSTREAM
CONTRACTOR WILL TAKE OVER THE EXISTING 3.
VERIFIED WITH THE CONTRACTING OFFICER.
INSTALLED. ANY DISCREPANCIES SHOULD BE
EXISTING INSTRUMENTATION PREVIOUSLY
(FOR INFORMATION ONLY) FOR LOCATIONS OF
AND 61N851-20 THRU 61N851-26 AS WELL
REFER TO DRAWINGS 61N852-14, 68N852-17 2.
APPROVED BY THE CONTRACTING OFFICER.
APPROXIMATE FIELD LOCATIONS AS SHOWN,IF
INSTRUMENTATION LOCATIONS ARE 1.
NOTES:
N
S M -L
S M -M
S M -M
S M -M
S M -M
S M -L
S M -L
S M -L
S M -L
370 370
370 370
S M -L
S M -L
24" RCP
S M -L
S M -M
M A
T C
H L
IN
E E
T
N
.D
G N
C
P E
RCP
INV.=382.61'
B
381.76
BRASS CAP
CM-12 CM-11 CM-10
RBMD-3
RBMD-2
RBMD-1
CM-7
CM-8CM-9
CM-6
CM-5
CM-4
CM-3
RBMD-4TM-5
TM-6
TM-9
TM-8
TM-10
TM-11
TM-12
TM-4 TM-3
TM-7
RBMD-9_10
RBMD-8_9
RBMD-7_8
RBMD-6_7
RBMD-5_6
RBMD-3_4
RBMD-4_5
CM-2
CM-1
USC W-2
ADAS STATION
USC W-2
ADAS STATION
NEW LOCK
CCP-10
CCP-9
CCP-8
CCP-7
IN-5
CCP-6
CCP-5
CCP-4
CCP-3
CCP-22
CCP-21
CCP-20
CCP-18
CCP-17
CCP-16
CCP-19
CCP-2
CCP-1
CCW-1
CCW-3
CCW-4
OPERATIONS BUILDING
EXISTING LOCK
CCW-5
USC W-2
ADAS STATION
BRASS CAP
381.79
MONUMENT (TYP)
EMBANKMENT SURVEY
CCP-14
CCW-2
CCW-7
CCW-8
EXISTING LOCK
IN-8
IN-6
IN-7
IN-4
CCP-15
CCP-13
CCP-23
IN-3
IN-2
IN-1
CCP-24
AP-7
AP-3
AP-2
AP-1
AP-4
AP-5
AP-6
AP-8
CCP-12
CCP-11
CCW-6
CCW-9
L4L5L6L7L8
030 30 60
SCALE: 1" = 30'
I
N T
L E
S T
A
F
F F
E R
D A
M
S T
A
{ LOCK - STA 0+00
0 3
STA 2+70.04 R
U2 U1
M4M5
PUMP
LIGHT POLE
INCLINOMETER
PIEZOMETER
ALIGNMENT PIN
LEGEND
EMBANKMENT SURVEY MONUMENT
CRACKMETER
TILTMETER
RBMD
LOCATION OF INSTRUMENTS ON COFFERDAM
ELEV 340
C U
R R
E
I
M I
F
W A
T E
R I
G
E A
CURRENT LIMITS OF DEWATERING AREA
CURRENT LIMITS OF DEWATERING AREA
THE DIRECTION OF THE COR.
INCLINOMETERS TO BE REPLACED. FINAL ELEVATIONS SHALL BE AT
THE CONTRACTOR SHOULD ANTICIPATE FOUR SENSORS IN EACH OF THE 3.
INSTRUMENTATION DATA AS DESCRIBED IN THE SPECIFICATIONS.
THIS SYSTEM, THE CONTRACTOR SHALL MONITOR AND REPORT
APPROXIMATE FIELD LOCATIONS ARE SHOWN. AFTER TAKING OVER
LOCK LAND WALL AFTER NOTICE TO PROCEED. THESE INSTRUMENTS'
INSTRUMENTATION SYSTEM ON THE UPSTREAM COFFERDAM AND EXISTING
THE CONTRACTOR SHOULD ANTICIPATE TAKING OVER AN EXISTING 2.
OF THE SPECIFICATIONS.
DETAILS OF THE EXISTING SYSTEM ARE CONTAINED IN APPENDIX B
SHOULD ANTICIPATE TAKING OVER AN EXISTING DEWATERING SYSTEM.
THROUGHOUT THE DURATION OF THE CONTRACT. THE CONTRACTOR
MAINTAINING A DEWATERING SYSTEM IN THE LOCATION SHOWN
THE CONTRACTOR WILL BE RESPONSIBLE FOR OPERATING AND 1.
NOTES:
306.00327.84 R0+88.00 ACCP-24
306.11303.21 R0+87.75 ACCP-23
306.21272.85 R0+85.04 ACCP-22
305.41245.34 R0+84.65 ACCP-21
304.96213.77 R0+85.33 ACCP-20
313.91186.44 R0+83.31 ACCP-19
322.63155.26 R0+84.19 ACCP-18
376.20125.88 R0+84.65 ACCP-17
316.74101.59 R0+84.92 ACCP-16
313.56438.96 R0+46.98 ACCP-15
326.78393.73 R0+49.14 ACCP-14
321.29360.34 R0+47.32 ACCP-13
314.56325.00 R0+52.17 ACCP-12
332.28325.00 R0+52.17 ACCP-11
311.91270.04 R0+49.86 ACCP-10
327.99270.04 R0+49.86 ACCP-9
314.78225.01 R0+45.64 ACCP-8
324.68225.01 R0+45.64 ACCP-7
323.99180.70 R0+45.26 ACCP-6
337.55180.70 R0+45.26 ACCP-5
324.92137.77 R0+41.92 ACCP-4
340.65137.77 R0+41.92 ACCP-3
318.3599.31 R0+42.83 ACCP-2
334.0399.31 R0+42.83 ACCP-1
TIPOFFSET STATIONNAME
PIEZOMETERS
438.34 R0+94.98 ACCW-9
401.02 R0+92.89 ACCW-8
363.70 R0+92.53 ACCW-7
324.71 R0+96.02 ACCW-6
272.48 R0+97.98 ACCW-5
238.81 R0+96.78 ACCW-4
185.07 R0+97.85 ACCW-3
144.95 R0+99.88 ACCW-2
101.58 R0+97.25 ACCW-1
OFFSETSTATIONNAME
PUMPS
319.35 R0+51.28 AIN-8
224.51 R0+41.47 AIN-7A
307.48 R0+51.70 AIN-6
214.43 R0+49.89 AIN-5
139.25 R0+44.82 AIN-4
315.30 R0+98.44 AIN-3
230.16 R0+98.38 AIN-2
138.67 R1+00.00 AIN-1
OFFSETSTATIONNAME
INCLINOMETERS
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
US Army Corps of Engineers
Nashville District
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
:0
:2
A
M c d o c u m e n t s a n d s e t t in g s h e c x a k p w w o r k c e lr n d m s
N .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
XX
INITIAL ISSUE
CHIEF, CIVIL DESIGN BRANCH
ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER
VANESSA C. BATEMAN, P.E.,P.G.
BENJAMIN L. ROHRBACH P.E.
JAN/20
22N250-52
KENTUCKY PROJECT
EXISTING UPSTREAM SITE
INSTRUMENTATION PLAN
KENTUCKY LOCK ADDITION
DOWNSTREAM LOCK MONOLITHS
1"=30'
22N250-52
N_TVA
N
COFFERDAM
UPSTREAM
FFE = 382.50
MAINTENANCE SHOP
FFE = 382.21
VISITOR/OPERATIONS BUILDING
1+
2+00
3+00
4+00
24+00
25+00
26+00
27+00
2+00
3+00
4+00
23+00
P
22+00
360360360
360360
370 370
370 370
370370370370370370370370370370370
24" RCP
380 380 380
380380380380380380380380
380380380
380380
380380
380380
380380380380380380380380380
380380380
380380380380380380380380380380380380380380380380380380380380380380380380380380
0 380
C
390390
+0
400 400
400 400
410 410
21+00
P
INV.=378.78'
3:
3:1
MATCH STAIRS
SLOPE TO
C
0+00
5+0
10+00
C
379.0
4.0%
10:1
10:1
378.15
EL.
6:1
6:1
6:1
6:1
3:1
368.2
30'
2.0%
9:110:1
2.0%
2.0%
13:
10:
2.0%
396.06
396.26
2.0%
6:1
3:1
2.0%
C C
C
C
20'
2.0%
0 5
35+00
24'
C
C
C
C C
C
C
CC
C+
C 20'
C C
C
C
C
24'
C
C
1 6
4:1 3.5:1
7.5 :1
11:1 6.5:1
INV.=394.76'
P E
RCP
36" HDPE
382.00
E A
S T
B A
N K
C O
N N
E C
T O
R
395.74
18"
RCP
30" RCP
INV.=394.62'
INV.=390.15'
FERRY LANDING RD.
377.9
INV.=393.00'
INV.=379.27'
412.05
INV.=373.40'
O P
E R
A T I
O
V
C E S S
R
D
INV.=381.40'
+0
ACCESS
TAILWATER
LOCK
EL. 345.00
P
E 36" RCP
TOP=333.00' INV.=321.67'
45+00
INV.=382.61'
INV.=380.65'
INV.=321.67'
INV.=342.22'
3:1
4.5:1
382.00
P
P E
INV.=385.00'
2.0%
381.83
24'
24'
R
R
2.0%
2.0%
C
C
C C
C
20'
3:1 3:1
3:13:1
C
CC
C
C
C
C
C
C
C
C
20'
378.15
EL.
C
24'
30'
24'
C
C
C
3:1 3:1
HPU
B E
G I
N
R
O A
D
C
O N S T R
U C T I
O N
S T
A
TOS
B O
S
BOS
SCHEDULE.
SHEET 23N250-7 FOR DRAINAGE STRUCTURE
DENOTES DRAINAGE STRUCTURE NUMBER. SEE
23N250-9.
VISITOR AREA, SEE SHEET
FOR ADDTIONAL DETAILS OF
TO (NGVD 29).
FOR CONVERSION FROM (NAVD 88)
(NAVD 88).SEE SHEET 61N247-73
1988AMERICAN VERTICAL DATUM OF
ON THIS SHEET ARE ON THE NORTH
IMPORTANT: ALL ELEVATIONS SHOWN
TOE
OF
FI
LL
PERMANENT
EMBANKMENT
ROBERT W. BAULSIR III, P.E,
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON NICOLE C. BERGER
SCALE:
H
F
G
E
3 4 5 6
D
C
B
A
2 3 4 5 6
REV NO.TASK COMPLETED BY:
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
F
CD
REV
DISCIPLINE
INTERFACE
E
7 8 9
D
C
B
A
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:1
:1 c u s e r s h e c x g a p d o c u m e n t s p w c e lr n d m s
N
.d g n
8C
C07
N_TVA
---MAMBCS--
INITIAL ISSUE
KENTUCKY PROJECT
XX
CHIEF, CIVIL DESIGN BRANCH
JAN/20
NCB
CELRN
KENTUCKY LOCK ADDITION
FCM
FCM
GAP
GAP
GAP GAP
DOWNSTREAM LOCK MONOLITHS
1" = 50'
EAST BANK SITE DEVELOPMENT
SITE GRADING
VISITOR PARKING AREA
23N250-6
23N250-6
CJ)
-0 .
m N -st z " <D m m m ,.,, I.()
U)
-0 C
I
Q_
U)
-0 X
_c � :;:;:
/ N <{ U) 0 '- N <D (].) -..... -st {/) I") ..
::, N I.() / -st-.. ' ..
u ,.,, m I I I
(j) (j) (j) E - E Q Q • z O I-
(j) - -
- 0 0·- - -
LL D... D...
A
B
C
D
E
F
G
H
5Zl7Nl9
A
I I
� I I , , 9 "I I I
3 4
6 1 -011
CABLE
TRAY ... LAND WALL GALLERY
tD
(J)
GALLERY TO
OPERATION
BUILDING
�� f
LAND WALL
GALLERY
.J4_1_l,l,-ll-, __ J_. _l_l_)��l l!s!�-���---� --@ 4 "
"' - I - - j : 7'11r'' -----1 l ----,1---,-I ------1,1-· �-,: - - --� -{i) 3 "
(J)
0::, I : i I I LI
V V
LAND WALL GALLERY. TYP.
SECTION
6' -011
MIDDLE WALL
GALLERY
CABLE
TRAY
SECTION
·•· V ,:;.•
C
67N414 tD
A 67N415
(J)
MIDDLE WALL GALLERY
9 9 "
SECTION
1 2
EL. 368.5 r---
' G \ 67N429 tD MIDDLE WALL GALLERY (J)
125 # FLANGED GATE VALVES
IRON BODY WITH BRASS TRIM,
CRANE NO. 465 ½ OR EQUAL
PIPE HANGER
MK 67N442-2
EL. 377.00
I '
V
' I
:� MIDDLE WALL GALLERY
9" 9 '
I'
E
6'-0"
� GALLERY TO EXISTING LOCK
APPROACH WALL ELECTRICAL
VAULT STA. 8+12.75 OS
67N415
3 4
4'
3 "
I 7 "
5 6
6 1 -011
17" 9'
PIPE HANGER
MK 67N442-2
LAND WALL GALLERY
tD
(J)
--------------------- - --@ 4" --------------------- ---<.D 3"
___________ I __ _ EL. 368.5
� GALLERY TO OPERATIONS
BUILDING STA. 6+68. 18 OS
SECTION B
67N415
PIPE HANGER
MK 67N4'12-2
A
- EL. 377.00 , G \
67N'129
I
6'-0
� GALLERY TO EXISTING
STA. 4+78 .00 OS
SECTION D
V
LOCK
67N4l4
MIDDLE WALL GALLERY
tD
NOTES:
(J)
EMBEDDED PIPES
3" AND 4" DIA.
1. FOR GENERAL NOTES AND LEGEND, SEE DWG 67N41 I
2. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
7 X #
TASK COMPLETED BY: REV NO,
LAND WALL GALLERY
SECTION F
67N429
1 0
A
B
C
. ·-· . . . GALLERY TO
EXISTING LOCK . . . . . . D _: p: :. _: : . . : ·_ . : .
(J)
MIDDLE WALL GALLERY
SECTION G
67N429
3" TO 2"
REDUCER
2 "
4 " E
F
R 0 LCT
INITIAL ISSUE
REV.'°· DATE DSGN
SCALE: 1 r/' = 1 '-O"
LOCK ADDITION
MECHANICAL
DRWN CHKD SUPV
DES I GNED BV:
LCT
DRAWN B'fl
CHECKED BV:
RVWD APPD
m US Army Corps of Engineers Nashville District
REVIS ION R 0
ISSD
SUBMITTED BY:
PROJECT
ID AS CONST REV
CD
CHIEF. CIVIL DESIGN BRANCH
APPROVED BY; DISCIPLINE
INTERFACE
CHIEF, ENGINEERING CONSTRUCTION DIVISION 2 '
EXCEPT AS NOTED�,�- -
HYDRAULIC AND UTILITY PIPING
GALLARY
SHEET
SECTIONS AND DETAILS
REVIEWED BY: APPROVED BY:
KENTUCKY PROJECT
TENNESSEE VALLEY AUTHORITY
FOSSIL ANO HYDRO ENGINEERING
DATE
AUTOCAD R 1� 06/2020 M 67N429A
PLOT FACTOR:XX
N_TVA
ISSUED BY:
R 0
C.A.O. DRAWING
DO NOT ALTER MANUALLY
FOR IN
FORMATIO
ONLY
| 61N240-35 |
| 61N240-36 |
| 61N301-102 |
| 61N301-105 |
| 61N301-106 |
| 61N301-110 |
| 61N301-114 |
| 61N301-116 |
| 61N301-117 |
| 61N301-118 |
| 61N301-119 |
| 61N301-120 |
| 61N301-124 |
| 61N301-125 |
| 61N301-131 |
| 61N301-136 |
| 61N301-141 |
| 61N301-142 |
| 61N301-143 |
| 61N301-145 |
| 61N301-146 |
| 61N301-147 |
| 61N301-148 |
| 61N301-149 |
| 61N301-150 |
| 61N301-151 |
| 61N301-152 |
| 61N301-154 |
| 61N301-164 |
| 61N301-165 |
| 61N301-166 |
| 61N301-167 |
| 61N301-169 |
| 61N301-173 |
| 61N301-176 |
| 61N301-177 |
| 61N302-114 |
| 61N302-115 |
| 61N302-140 |
| 61N302-141 |
| 61N302-142 |
| 61N302-151 |
| 61N305-10 |
| 61N305-12 |
| 61N651-19C |
| 64N416A |
| 64N461A |
| 64N485A |
| 68N201-10A |
| 68N201-16A |
| 68N201-18A |
File details come from the government source that posted it. Updated .