W912P520R0004 TPlans Folio 4 of 4 - RTA_Part5.pdf
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- Solicitation number
- W912P520R0004
About this file
This pre-solicitation notice describes an upcoming Request for Proposal for the construction of downstream monoliths for the Kentucky Lock project.
The U.S. Army Corps of Engineers Nashville District plans to issue the solicitation on or around April 16, 2021 for a firm-fixed price construction contract. The scope of work will be provided with the solicitation. An estimated start date for the project is approximately 30 days after contract award. A pre-proposal video conference and organized site visit will be held on May 4 and May 6, 2021 respectively, at the USACE West KY Resident Office. Attendees must register by April 30 by providing their name, company information and point of contact. U.S. citizens must submit additional documentation five days prior, while foreign nationals require further approval and documentation submission. The point of contact is Eugenia J. Corder for any questions regarding the video conference. This will be the only site visit scheduled for the project.
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FOR IN
FORMATIO
N O
NLY
1'-11"
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 o t
T i m e
P l
D a t e
F i l e
N m e
:1
:3
P M c u s e r s h e c x d s l\ 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
67N423
BTR
RPW
67N423
HYDRAULIC AND UTILITY PIPING
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 1
INITIAL ISSUE
- - BCS MAM NCB - - -
N_TVA
06 M
M 8
1 - - - -
•"=1'-0"
NOTES:
CHIEF, CIVIL DESIGN BRANCH
NOT SHOWN FOR CLARITY
EMBEDDED ANCHORAGE
B
67N423
EL. 378.0
EL. 368.5
"4" RW
6"
3" A
GALLERY
LAND WALL
TRAY
CABLE
P T
P
2" 2"
T
1•"
1•"
5 GALLON ACCUMULATOR
STAINLESS STEEL
P AND T PIPES
MACHINERY RECESS
CULVERT VALVE
B
SECTION
1'-6"
67N413,-417,-423
SEE NOTE 1
BEYOND
GALLERY,
LAND WALL
{ OF PIPE SUPPORT
1•" BALL VALVE, TYP.
ON CYLINDER
CYLINDER MANIFOLD
CULVER VALVE
MACHINERY RECESS
CULVERT VALVE
SPLIT FLANGE
1•" CODE 61
EL. 382.0|
EL. 373.5
ASECTION
67N423
1•" BALL VALVE, TYP.
CYLINDER MANIFOLD
CULVER VALVE
HOSE
1•"
C62 4-BOLT FLANGE
C61 4-BOLT FLANGE
A
67N42367N423
A
FLOW
(MK 67N444-7)
(MK 67N442-1) W/ PIPE SUPPORT
{ OF WALL CHANNEL PIPE SUPPORT
MK 67N442-3
{ OF PIPE SUPPORT
08/2012
EL. 373.5
EL. 368.5
A
G A
L L
E R
Y
1"
EL. 377.33
P T
1•" 1•"
EL. 377.17
9"
MACHINERY RECESS
CULVERT VALVE
EL. 373.5
SEE NOTE 1
SECTION
GALLERY
LAND WALL
CULVERT VALVE RECESS
9"
EL. 377.62
EL. 378.0
8'-2"
SEE DWG 67N427 FOR DETAILS
AIR LINE NOT SHOWN FOR CLARITY
C
T
1•"
P
1•"
EL. 377.62
BACCUMULATOR
5 GALLON
1•" T
P 1•"
SEAL WATER TIGHT, TYP.
67N423
C
67N423
C
NICOLE C. BERGER
RPW BTR BFM
CULVERT VALVE HYRAULIC PIPING
PLANS & DETAILS
THRU CONCRETE IN
CULVERT VALVE MACHINERY RECESS PLAN
SEE NOTE 1.
SEE NOTE 1.
LINK-SEAL AT EACH ENDS OF SLEEVE.
3. PROVIDE WATER TIGHT LINK SEALS BY PSI THUNDERLINE /
2. FOR GENERAL NOTES AND LEGEND, SEE DRAWINGS 67N410.
GALLERY SIMILAR; MIDDLE WALL OPPOSITE HAND.
FOR UPPER LAND WALL GALLERY; LOWER LAND WALL
1. UNLESS OTHERWISE NOTED, SECTIONS SHOWN ARE
IN CONCRETE, TYP.
PIPE THROUGH S. ST.SLEEVE
STAINLESS STEEL (S. ST.)
BFM
67N413,-417,-423
67N413,-417,-423, -427
SEE DWG 67N427 FOR DETAILS
AIR LINE NOT SHOWN FOR CLARITY
SEE DWG 67N427
BEYOND
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
5. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
ASTM A312, SCH. 40, 4" DIA.
4. STAINLESS STEEL SLEEVES SHALL BE IN ACCORDANCE WITH
EL. 377.17
1" A
8'-2"
2'-3"
4"} SLEEVES - SEE NOTE 4
CELRN
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON
KYLE C. McCUNE
ROBERT W. BAULSIR III, P.E.
3-4-2021 LCT DSL
REMOVED POTABLE WATER PIPING, UPDATED NOTES AND OTHER DETAILS.
NOTE 4
4"} SLEEVES
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
:1
:1 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N r .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
MITER GATE HYRAULIC PIPING
BTR
RPW
HYDRAULIC AND UTILITY PIPING
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 1
INITIAL ISSUE
- - JAN JDD BSS - - -
N_TVA
06 M
M 8
1 - - - -
•"=1'-0"
NOTES:
F L
O W
MITER GATE PIPING DETAIL
CHIEF, CIVIL DESIGN BRANCH
67N424
67N424
2"
T
2"
P
2" CODE 61 4-BOLT FLANGE
2" SOCKET WELD TO
SEE DWG. 67N425
PIPE MANIFOLD
CSECTION
67N424
B
67N424
SECTION
C
N
C
N
PIPE MANIFOLD
2" PIPES TO
BALL VALVE, TYP.
GATE LATCH
ROUTE TO MITER
(MK 67N444-7), TYP.
(MK 67N442-1) W/ PIPE SUPPORT
{ OF WALL CHANNEL PIPE SUPPORT
ACCUMULATOR
5 GALLON
SECURE TO CYLINDER
CYLINDER MANIFOLD
MITER GATE
2"
R
2"
H
B 67N424
2" SOCKET WELD ELBOW
SEE DWG. 67N425
PIPE MANIFOLD
EL. 376.0
EL. 368.5
MACHINERY RECESS
MITER GATE
GALLERY
LAND WALLTRAY
CABLE
T
P
2"
2"
2"
P
T EL. 376.88
R
H •"
T ƒ"
P ƒ"
EL. 376.0
EL. 378.0
A 3"
RW 4"
2"
T
2"
P
P ƒ" ƒ"BALL VALVE, TYP.
HOSES. SEE SPECIFICATIONS.
2"
T
MITER GATE CYLINDER
CODE 61 4-BOLT FLANGE
2" HOSE
LATCH MANIFOLD
MITER GATE
TOP OF WALL EL. 382.0
SECTION A
A
67N424
MITER GATE LATCH MANIFOLD
A
67N424
B 67N424
SCALE: 1"=1'-0"
CODE 62 4-BOLT FLANGE
R
SECURE TO CYLINDER
CYLINDER MANIFOLD
MITER GATE
FLANGE
CODE 61 4-BOLT SPLIT
EL. 376.88
EL. 377.62
SCALE: 1"=1'-0"
EL. 376.88
2"
T
EL. 377.62
2"
P
EL. 376.0
08/2012
SEE DRAWING 67N428
AIR PIPING NOT SHOWN
67N413,-417,-424
BFM
MICHAEL A. MORRISON
RPW BTR BFM
KYLE C. McCUNE, P.E.
NICOLE C. BERGER
PLANS & SECTIONS
FOR PIPE CONTINUATION.
GATE LATCH - SEE DWG 67N425
ROUTE •" PIPES TO
3. THERE IS NO POTABLE WATER LINE IN THE MIDDLE WALL.
DRAWINGS 67N410
2. FOR GENERAL NOTES AND LEGEND, SEE
THE GATE SPRAY PIPE.
AIR LINES FOR AIR BUBBLER SHALL BE ROUTED AROUND
GALLERY SIMILAR; MIDDLE WALL OPPOSITE HAND. THE
FOR UPPER LAND WALL GALLERY; LOWER LAND WALL
1. UNLESS OTHERWISE NOTED, SECTIONS SHOWN ARE
1'-10"| U/S
5'-10"| D/S
D/S LAND WALL SHOWN. SEE NOTE 1.
D/S LAND WALL SHOWN. SEE NOTE 1.
EL. 377.62
SUPPORT, TYP.
{ OF PIPE
STAINLESS STEEL PIPE THROUGH
STAINLESS STEEL PIPE THROUGH
SLEEVE IN CONCRETE, TYP.
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
5. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
WITH ASTM A312, SCH. 40, 4" DIA.
4. STAINLESS STEEL (S. ST) SLEEVES SHALL BE IN ACCORDANCE
SEE NOTE 4
4"} SLEEVES (TYP.)
SEE NOTE 4
4"} SLEEVE IN CONCRETE, TYP.
THALLE
ASBUILT PER FIELD CONDITION
9/22/16 SHS SHS BCS MAM NCB
ROBERT W. BAULSIR III, P.E.
BENJAMIN C. SOLLMAN
R
-2 - - - - - - -
REMOVED POTABLE WATER PIPING
3/4/2021 LCT DSL
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
:1 c u s e r s h e c x d s l\ 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
67N427
JDM
LCT
67N427
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 1
INITIAL ISSUE
- - BCS MAM NCB - - -
N_TVA
06 M
M 8
1 - - - -
•"=1'-0"
CULVERT VALVE MACHINERY RECESS PLAN
NOTES:
CHIEF, CIVIL DESIGN BRANCH
A
EL. 378.0
EL. 368.5
"4" RW
3" A
SEE NOTE 1
GALLERY
LAND WALL
TRAY
CABLE
P T
2" 2"
MACHINERY RECESS
CULVERT VALVE
SECTION
67N427
C
67N42367N423
C
FLOW
INSULATOR, INC. AT EACH ENDS OF SLEEVE.
3. PROVIDE WATER TIGHT LINK SEALS BY PIPELINE SEAL &
2. FOR GENERAL NOTES AND LEGEND, SEE DRAWINGS 67N410.
GALLERY SIMILAR; MIDDLE WALL OPPOSITE HAND.
FOR UPPER LAND WALL GALLERY; LOWER LAND WALL
1. UNLESS OTHERWISE NOTED, SECTIONS SHOWN ARE
TWL
08/2012
EL. 373.5
GALLERY
LAND WALL
CULVERT VALVE RECESS
CULVER VALVE CYLINDER
A
67N427
1"} AIR LINE
STAINLESS STEEL
A 1"
A 3"
MODEL AM13
AIR KING COUPLING
1"} BALL VALVE
EL. 377.33
W/ COUPLING
1"} BALL VALVE
A 1"
HYDRAULIC & UTILITY PIPING
SEE DWG'S 67N413 AND 67N417 FOR LOCATIONS
A
67N427
MICHAEL A. MORRISON
LCT JDM TWL
NICOLE C. BERGER
CULVERT VALVE UTILITY PIPING
PLANS & SECTIONS
- - - -NOTE 4
S. ST.
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
5. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
4. PROVIDE DIELECTRIC UNIONS AT BOTH ENDS OF EMBEDDED PIPE.
11'-2"
SEE DWG 67N423 FOR DETAILS
HYDRAULIC PIPING NOT SHOWN FOR CLARITY
(TYP.)
NOTE 4
SEE NOTE 4
DIELECTRIC UNION (TYP.)
CELRN
ROBERT W. BAULSIR III, P.E.
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN
3-4-2021 LCT DSL
SCALE: 1" = 1'-0"
TYP. AIR OUTLET DETAIL FOR GALLERY
TYP. WATER OUTLET DETAIL FOR GALLERY
EL. 368.50
9"
A 3"
RW 4"
EL. 368.50
SCALE: 1" = 1'-0"
A
RW 4"
VARIES
"VICTAULIC" STYLE 72 OR EQUAL
OUTLET COUPLING
4"x1" FEMALE REDUCING
"VICTAULIC" STYLE 72 OR EQUAL
OUTLET COUPLING
3"/ 2"x1" FEMALE REDUCING
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
:1
:4 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N r .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
HYDRAULIC AND UTILITY PIPING
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 1
INITIAL ISSUE
- - BCS MAM NCB - - -
N_TVA
06 M
M 8
1 - - - -
•"=1'-0"
67N432
67N432
WATER DRAIN VALVE
TYPICAL DETAIL AIR LINE
CHIEF, CIVIL DESIGN BRANCH
TWL
LCT
JDM
08/2012
OR TOP OF GRATING
BOTTOM OF GUTTER
SCALE: 3" = 1'-0"
SEE NOTE 2
SEE SPECIFICATIONS
•" Y-TYPE STRAINER
OR EQUAL
CRANE NO. 438
‚" GATE VALVE
MK 67N442-5
PIPE SUPPORT (TYP.)
NOTES:
KYLE C. McCUNE, P.E.
NICOLE C. BERGER
3"
LCT JDM TWL
WATER & AIR OUTLETS
1'-9"|
DIELECTRIC UNION
EL. 382.00|
TOP OF LOCK WALL
1"} BALL VALVE
2"} BALL VALVE
MODEL. AM13
1"} AIR KING COUPLING
2"x1•"x1•" TEE
{ OF HOSE CABINET
HOSE CABINET - RAW WATER
SIDE VIEW FRONT VIEW
6"
{ OF HOSE REEL
RW 2"
1'-9"|
DIELECTRIC UNION
6"
1"} BALL VALVE
MODEL. AM13
1"} AIR KING COUPLING
{ OF HOSE REEL
{ OF HOSE CABINET
SIDE VIEW FRONT VIEW
A 1"}
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SEE DWG 67N433 FOR PIPE CONT.
EMBEDDED S. ST. SCH. 40
SEE DWG 67N433 FOR PIPE CONT.
EMBEDDED S. ST. SCH. 40
MODEL. AM13
1"} AIR KING COUPLING
1"} BALL VALVE W/
MODEL. AM13
1"} AIR KING COUPLING
1"} BALL VALVE W/
A 3"
VICTAULIC STYLE 72.
3"x1" OUTLET COUPLING
•" BALL VALVE
DISCHARGE TO GUTTER
CONDENSATE DRAINS
& HOSE REEL
{ OF HOSE CABINET
& HOSE CABINET
{ OF RW LINE
FOR DETAILS.
3. PW LINE OF UHC-7 WILL BE SIMILAR TO UHC-1. SEE DWG 67N433
2. FOUR WATER DRAIN VALVES REQUIRED SEE DWG 67N411 FOR LOCATION.
1. FOR GENERAL NOTES AND LEGEND, SEE DRAWINGS 67N410.
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
5. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
4. POTABLE WATER (PW) LINE SHOWN IS FOR UHC-1.
CELRN
ROBERT W. BAULSIR III, P.E.
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON
{ OF A LINES
NOTE 4
{ OF A LINES
3-4-2021 LCT DSL
HOSE CABINET - AIR
1. FOR GENERAL NOTES AND LEGEND, SEE DRAWING 67N410.
5. PROVIDE DIELECTRIC UNIONS AT BOTH ENDS OF EMBEDDED PIPE.
(EXCEPT No. 7) ARE SIMILAR WITHOUT THE POTABLE WATER LINE.
3. HC No.1 IS SHOWN. SECTIONS A & B FOR OTHER HOSE CABINETS
4. SEE STRUCTURAL DRAWINGS FOR CONCRETE SUPPORT FOR THE HOSE CABINET.
2. SEE DWG 67N411 FOR LOCATIONS OF UTILITY HOSE CABINETS
IN THIS CONTRACT. HEAVILY SHADED AREAS ARE INCLUDED.
6. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED
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
:1
:0 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N r .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
MECHANICAL
HYDRAULIC AND UTILITY PIPING
LCT
JDM
•" = 1'-0"
LOCK ADDITION
XX
KENTUCKY PROJECT
8 2
INITIAL ISSUE
- - JAN JDD BSS - - -
N_TVA
06 M
M 8
1 - - - -
NOTES:
67N433
67N433
CHIEF, CIVIL DESIGN BRANCH
RW 4"
A 3"
EL. 368.5
RW 4"
A 3"
A 1"
EL. 368.5
RW 2"
EL. 381.00
EL. 380.50
TOP OF WALL EL. 345.0
HANDRAIL
OR EQUAL
CRANE NO. 465•
2" GATE VALVE
SECTION
SECTION
RW 2"
A 1"
GALLERY
EL. 382.0
TOP OF LOCK WALL
3'-0"
TRAY
CABLE
P
T
2"
2"
STAIR LANDING
EL 345.0
EL 356.9
MONOLITH JOINT
STA. 14+34.00 DS
STA. 14+32.00 DS
MONOLITH JOINT
FACE OF LOCK WALL
2"-0"
{ UTILITY HOSE CABINET
C C
SECTION C
PIPE W/ S.S. FITTINGS
THREADED STAINLESS STEEL
FOR CLARITY
PILLARS NOT SHOWN
08/2012
FLOW
S E
O
T E
H
8'-6"
RAW WATER
{ 1" AIR & 2"
GALLERY
1'-9"
6"
HANDRAIL
C O
N D
U I
T
L
E
2'-3"
E
N D
U I
R A
W
T
U
I
L I
Y
B I
N
FACE OF LOCK WALL
FLOW
8'-6"
RAW WATER
{ 1" AIR & 2"
GALLERY
1'-9"
6"
HANDRAIL
C O
N D
U I
T
E
2'-3"
FACE OF LOCK WALL
EXCEPT No. 1 & No. 7.
TYP. FOR ALL HOSE CABINETS
PLAN - UHC No. 1
PLAN - TYP. HOSE CABINET
PLAN - UHC No. 7
SEE DWG 67N413 FOR LOCATION
SEE DWG 67N417 FOR LOCATION
FOR LOCATIONS
SEE DWG 67N413 THRU 67N417
SEE NOTE 2
TWL
LCT JDM TWL
HOSE CABINET PIPING
PLANS & SECTIONS
A
1"
2"
RW
FITTINGS
WITH S.S.
STEEL PIPE
STAINLESS
THREADED
2"
RW A
1"
B
B
AA
B
A
A
B
A
B
DIELECTRIC UNION (TYP.)
67N433
67N433
67N433 67N433
67N413,-433
67N43367N433
FOR DETAILS
SEE DWG. 67N434
HOSE CABINET
67N433
67N433
67N433 67N433
67N433
SEE DWG 67N434
UTILITY HOSE CABINET
(ELEVATION)
SEE DWG 67N434
FOR PIPE CONT.
67N413,-433
SEE DWG. 67N439
FOR PIPE CONTINUATION
(TYP.) (NIC)
PILLARS
T E
C
AT UHC-7
UTILITY HOSE CABINET {
(TYP.) (NIC)
PILLARS
2"} ELEC. CONDUIT
NOT SHOWN FOR CLARITY
DIELECTRIC UNIONS
THALLE
ASBUILT PER FIELD CONDITION
9/26/16 SHS SHS BCS MAM NCB
ROBERT W. BAULSIR III, P.E.
KYLE C. McCUNE, P.E.
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON NICOLE C. BERGER
R 2 3-4-2021 LCT DSL
REMOVED POTABLE WATER PIPING, UPDATED SOME DETAILS.
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
:2 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N r .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
----1
8M
M06
N_TVA
---NCBMAMBCS--
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
LCT
1'=1'-0"
MECHANICAL
HYDRAULIC AND UTILITY PIPING
DETAILS AND PIPING
PLAN
ELEVATION
ELEVATION
HINGE DETAIL
HANDLE
67N434
67N434
CHIEF, CIVIL DESIGN BRANCH
TWL
A
1"
SCALE: 3'=1'-0"
08/2012
KYLE C. McCUNE, P.E.
JDM
NICOLE C. BERGER
HOSE CABINET FABRICATION
LCT JDM TWL
2"} RW EMBEDDED S. ST.
1"} A EMBEDDED S. ST.
SEE DWG 67N432 & 67N433
FOR PIPE CONTINUATION
ƒ
‰"1•"„" STAINLESS STEEL
SPRING‰
Š
A
28"|
PLUG TEE
2"x1•"x1•"
(SEE NOTE 2)
OPERATED FROM FRONT
HOSE REEL W/ HAND CRANK
CONTINUOUS FLOW GEARED
COVER PLATE
ELECTRICAL COMPARTMENT
5'-1Ž" DOOR PANEL
Ž
N
1'-6" 1'-0" 2'-6" LOUVER
5'-6"
5'-2" DOOR OPENING
UTILITY HOSE
2'-4"
BUTT HINGE
3" ALUMINUM
REQUIRED FOR HINGE
NOTCH DOOR AS
NOT TO SCALE
2"
T Y
P
A L
U M I
N
U V
E R x ƒ"
R E
Q U I
R E
D
S H
MACH. SCREWS
ALUMINUM
8 ROUND HEAD
AROUND TYP.
‘" ALL
1'-6„" 1'-6„" ‡"
PL ‰"x11ƒ"x1'-2"
1‚"x1‚"x‰" TYP.3
SCALE: 12"=1'-0"
FIELD TO LEVEL CABINETS.
PIPE SPACERS. CUT IN
6 - 1" STANDARD ALUMINUM
STEEL STUD
…"} STAINLESS
(DOOR REMOVED FOR CLARITY)
FOR CLARITY)
(TOP REMOVED, REEL OMITTED HINDS CO.
BASED ON CROUSE -
CONTRACTOR - 3‚"
FURNISHED BY ELEC.
TO SUIT EQUIPMENT
(SEE NOTE 5)
CABINET LETTERS
1'-0"
1'-9"
PL „"x11‡"x3'-3ƒ" PL „"x2'-5‡"x3'-3ƒ"
MASONRY ANCHORS
DIA FOR •"}
DRILL 6 HOLES †"
D
BB
A
C
C
BSECTION
MESH INSECT SCREEN
14x18 ALUMINUM
67N434
67N434
67N434
67N434
67N433
67N433
67N434
67N434
RW 2"
2" A
10-24 AL. MACH. SCREW
DRILL & TAP FOR
8 HOLES
–" DIA.
ƒ
1‡"
Ž
T Y
P
‡" 1„"
2"
‡"1„"
2"
3'-0"
AROUND. (TYP.)
APPROX. 4" C. TO C. ALL
…" } HOLES FOR PLUG WELD
4" C. TO C.
PLUG WELD
ƒ"
SCALE: 12"=1'-0"
SCALE: 6"=1-0"
(CHANNEL OMITTED)
(SEE NOTE 6)
BLANK COVER PLATE
SCALE: 12"=1'-0"
PL ‰"
†"xƒ"
ALUMINUM BAR
L ‰"x1‚"x1‚"
ALUMINUM ANGLE
DSECTION
CSECTION
ASECTION
TYP.
JOG ˆ"
‰" DOOR PANEL
ALUMINUM ANGLE
ƒ" x 1" x 4'-11ƒ"
FLAT FLANGE OUTSIDE
AL., Z BLADE TYPE W/
FOR •"} ANCHOR BOLTS
DRILL 6 HOLES †"}
67N434
67N434
67N434
67N434
DUNION (TYP.)
DIELECTRIC
NOTES:
HEAVILY SHADED AREAS ARE INCLUDED.
10. LIGHTLY SHADED AREAS ON DRAWING ARE NOT INCLUDED IN THIS CONTRACT.
{ OF HOSE CABINET
STA. 14+34.00 DS.
9. POTABLE WATER OUTLETS SHALL ONLY BE LOCATED AT STA. 1+30.00 DS &
8. FOR ELECTRICAL DETAILS & PUSH BUTTONS SEE DWG. XXNXXX-X.
THRU 67N417.
7. FOR LOCATION OF CABINETS AND EMBEDDED STAINLESS STEEL LINES SEE DWG. 67N413
PUSH-BUTTONS FURNISHED.
COMPARTMENT. ELECTRICAL CONTRACTOR TO CUT HOLES IN FIELD TO SUIT
6. CABINET MANUFACTURER TO FURNISH BLANK COVER PLATE FOR ELECTRICAL
CLASS I FIRE RED FINISH.
THROUGH DOOR PANEL. LETTERS SHALL HAVE BAKED ENAMEL ARCHITECTURAL
MOUNTED BY MEANS OF ROUND HEAD ALUMINUM MACHINE SCREWS EXTENDING
‚INCH THICK, 4 INCHES HIGH WITH A •INCH STROKE. LETTERS SHALL BE FLUSH
5. CABINET LETTERS SHALL BE CAST ALUMINUM OF THE HELVETICA CAPITAL LETTER,
OF THE TYPE WHICH WILL NOT PEEL OR BE DISCERNIBLE TO THE EYE.
ANODIZING TO PROTECT THE FINISH DURING CONSTRUCTION. LACQUER SHALL BE
ASSOCIATION CODE AAM32C11A41. A SUITABLE LACQUER SHALL BE APPLIED AFTER
4. CABINETS SHALL HAVE A SATIN ANODIC FINISH IN ACCORDANCE WITH THE ALUMINUM
I.P.T. AS REQUIRED FOR INSTALLING DRAIN IMMEDIATELY ABOVE BALL VALVE.
3. BRASS CYLINDER COCK SHALL BE „INCH WITH LEVER HANDLE. DRILL AND TAPPED
SEE SPECIFICATIONS FOR MORE DETAILS.
I.D. HEAVY DUTY UTILITY HOSE WITH 1•INCH I.P.T. BANDED BRASS FITTINGS.
(150 FEET TOTAL) OF RED, OIL REGISTRANT RUBBER TUBE AND COVER 1•INCH
TO GOODYEAR ORTAC. EACH REEL TO BE FURNISHED WITH 3 SECTIONS
DEVICES INC. C1628-30-15 TYPE CRANK REWIND REELS. HOSE SHALL BE EQUAL
2. CONTINUOUS FLOW UTILITY HOSE REELS SHALL BE EQUAL TO AMERICAN REELING
1. FOR GENERAL NOTES AND LEGEND, SEE DRAWING 67N410
CELRN
ROBERT W. BAULSIR III, P.E.
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON
12"
12"
3-4-2021 LCT DSL
5"
EL. 297.0
EL. 282.0
EL. 301.0
EL. 382.0
8"
EL. 376.50
EL. 365.00
O
A
H
POSITION
IN OPEN
CULVERT VALVE
BOTTOM OF
1'-6"
CRANK
BELL
EL. 363.00EL. 363.00
POSITION
IN OPEN
VALVE
CULVERT
20% 10%
30% 40%
50% 60%
70% 8
% 1
0%
S K I
N
S
F
A C E
TRUNNION
L VALVEC
SEAL EL. 297.5
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 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N c u l f o r c e d ia g .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
64NX01
64NX01-
- 0
#X
8M
M14
N_TVA
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
„" = 1'-0"
KINEMATIC DIAGRAM AND
DESIGN DATA
MECHANICAL
CULVERT VALVE MACHINERY
CHIEF, CIVIL DESIGN BRANCH
0% 20% 40% 60% 80% 100%
1.5 MIN.
V A
L V
E N I
G
M E
S E
C O
N D
S
3.0
MIN.
4.
MI
N.
7.
MI
N.
GPM
PUMP
FLOW)
.9
GPM
PUMP
FLOW)
(@ 1 6.3
8 GPM P
UMP F
LOW)
(@ 32.
77 GPM PUMP FLOW)
0 10 20 30 40 50 60 70 80 90 100
-600
V A
L
M E
N T
K I
P S
F T
DRY OPENING
MAXIMUM DOWNPULL
OPENING UNDER
0 10 20 30 40 50 60 70 80 90 100
-60
-40
-20
MAXIMUM DOWNPULL
OPENING UNDER
DRY OPENING
R E
Q U I
R
L I
N D
F
R C
E
K I
P S
0 10 20 30 40 50 60 70 80 90 100
L I
N E
S P
L A
C E
M E
S T
O N
F T
R E
Q U I
R
R O
K E
PERCENTAGE OF VALVE OPENING (%) (SEE SKELETON DIAGRAM)
E M E R
G E
N C
Y
C L
O S
U R E
E M E R
G E
N C
Y
C L
O S
U R E
OPENING TIME VS. VALVE OPENING
NOTES:
UPLIFT EXCEED THE WEIGHT OF VALVE.
CONDITION, ON EMERGENCY CLOSURE, WHERE FRICTION AND HYDRAULIC
3. NEGATIVE CYLINDER CLOSING FORCE VALUES INDICATE THEORETICAL
MOMENTS EQUAL UPLIFT.
2. POSITIVE VALVE CLOSURE MOMENTS EQUAL DOWNPULL, NEGATIVE
LIFT.
FEET AND AN EMERGENCY CLOSURE SURGE EQUALING 1.5 x INITIAL
FORCES PER EM-1110-2-1610 WITH A MAXIMUM DESIGN HEAD OF 75
SEAL FRICTION , VALVE WEIGHT, STEM WEIGHT AND HYDRODYNAMIC
1. REQUIRED VALVE OPERATING MOMENTS DETERMINED BY CONSIDERING
(CYLINDER STROKE) VS. GATE OPENING
LINEAR DISPLACEMENT OF PISTON VALVE OPERATING MOMENT VS. VALVE OPENING
SCALE: „" = 1'-0"
TYPICAL SECTION THRU VALVE
PERCENTAGE OF VALVE OPENING (%) (SEE SKELETON DIAGRAM)
PERCENTAGE OF VALVE OPENING (%) (SEE SKELETON DIAGRAM)
PERCENTAGE OF VALVE OPENING (SEE SKELETON DIAGRAM)
FLOW
CYLINDER OPERATING FORCE VS. VALVE OPENING
EL. 298.5
L TRUNNIONC
23'-0"
24'-3"
L CYLINDER TRUNNION
C
17'-11•"
EL. 373.50
SLOPE
19'-0"
29'-0•"
STRUT
C FULCRUML
FIO
PSTFOR IN
FORMATIO
EL. 297.0
EL. 282.0
23'-0"
EL. 382.0
SCALE: „" = 1'-0"
24'-3"
8"
EL. 365.00
EL. 378.75
SCALE: „" = 1'-0"
3'-7‰"
5"
7"
1'-0"
SEAL EL. 297.5
EL. 297.0
24'-3"19'-0"
L CYLINDER TRUNNIONC
PLAN - CULVERT VALVE OPENING
U N
N I
O
L I
N D
E R
L TRUNNIONC
17'-11•"
FLOW
FLOW
SECTION A-A
L STOPC
C
C
EL. 373.50 SLOPE
19'-0"
EL. 366.00
EL. 298.5
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 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N p e r a t in g m c h in e r y a s s e m b ly
.d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
CHIEF, - BRANCH
#X
8M
M14
N_TVA
---CDWMACJAN-----
INITIAL ISSUE
KENTUCKY PROJECT
X
OPERATING MACHINERY ASSEMBLY
CULVERT VALVE MACHINERY
MACHANICAL
XX
‰" = 1'-0"
LOCK ADDITION
A
A
L
1'-11•" (APPROX.)
PST
EL. 370.50
JDM
U/S BULKHEAD SLOT
SECTION B-B
VALVE PICK-UP
L TRUNNION &
POOL EL. 359.0
NORMAL UPPER
POOL EL. 346.0
MINIMUM UPPER
POOL EL. 322.8
NORMAL LOWER
346 to 375 range +/-
POOL EL. 300.0
MINIMUM LOWER
EL. 282.0
64NX02
64NX02
FIO
FOR IN
FORMATIO
EL. 382.0
EL. 378.75
L CYLINDER TRUNNIONC
U N
N I
O
L I
N D
E R
17'-11•"
19'-0"
1'-11•" (APPROX.)
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
:3
A
M c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N b ll c r a n k a r .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
SCALE: 1•" = 1'-0"
SECTION A-A
CYLINDER, BASE & BELL CRANK ASSEMBLY
BUMPER BLOCK
A
A
B
C
C
B
GENERAL ARRANGEMANT
SEGMENTAL VALVE
CULVERT VALVE MACHINERY
CHIEF, CIVIL DESIGN BRANCH
MECHANICAL
…" = 1'-0"
LOCK ADDITION
XX
KENTUCKY PROJECT
8 0
INITIAL ISSUE
- - - - - JAN MAC CDW - - -
N_TVA
14 M
M 8
X #
0-
PST
8•
8•
1'-8"
4"
2'-2‚
& BELL CRANK
SYM ABOUT C VALVE
L
L
C PIN
MK 64N015-4
MK 64N015-5
MK 64N015-3
MK 64NXXX-X
D
D
SECTION D-D
ANCHOR BOLT SETTING
64NX03
64NX03
6• "
1'-6‡"
MK 64N014-6
MK 64N014-2
MK 64N014-8
MK 64N007-1
MK 64N012-1
MK 64N007-2
MK 64N014-7
MK 64N014-1
2'-4‚"
EL. 365.00
EL. 368.00
23'-0"
SLOPE
{ STOP
ˆ" PER FOOT
24'-3" 10'-4ƒ" 12•"
8'-4‚"
62'-0"
DOWNSTREAM SIMILAR
UPSTREAM VALVE MACHINERY SHOWN
25'-0"
SEP. 09
FIRST POUR
EL. 370.50
SECOND POUR
H.P - EL. 373.75
EL. 358.50
EL. 359.50
EL. 366.50
EL. 365.75
2'-0"
SECOND POUR
{ TRUNNION
EL. 365.00
8…"4…"
STIFFENERS
L3x3x…W/ƒ"
2'-0•"
2'-8"
1'-3"
FOR 1"} BOLT
8 - 1ˆ"} HOLE
FOR 1"} ANCHOR BOLTS
8 - 1ˆ"}. HOLE
ƒ" PLATE
1‚" PLATE
W 24x131
AA
SECTION A-A
FOR 1"} ANCHOR BOLTS
8 - 1ˆ"}. HOLE
2'-8"
W 24x131
1‚" PLATE
BUMPER BLOCK DETAIL
MAKE: 4
MK: XXNXX11-1 ASTM A---
2 " PLATE
JDM
FIO
FOR IN
FORMATIO
TOP OF FIRST POUR EL. 374.0
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 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N X
.d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
{ PINTLE AND HINGE
PINTLE
GATE
GATE PIN
CLEVIS
THREAD COVER
JAM NUT
WEDGE NUT
{ PINTLE
{ CARDANIC RING
{ GATE CONNECTION
MK. XX-X
SEE DWG. XXNXXX
CYLINDER ASSEMBLY
B
B
A
A
SECTION B-B
PLAN
TYPICAL
THREADED BARS.
BREAK BOND ON
STOPPER
EL. 376.0
TOP OF SECOND POUR
TOP OF FIRST POUR
ANCHORAGE
CYLINDER BASE SUPPORT
8" x 4" SHEAR PLATE
6" x 4" SHEAR PLATE
SCALE: …" = 1'-0"
12" 0 2' 4' 6'
FLOW
RING
{ CARDANIC
OF MACHINED SYMBOLS WHERE INDICATED.
10. ANSI FINISH SYMBOLS ARE USED TO SHOW SURFACE ROUGHNESS
CYLINDERS ARE REQUIRED, SEE SPECIFICATIONS.
9. QUANTITIES SHOWN ARE TOTAL EXCEPT THAT TWO (2) SPARE
SHALL CONFORM TO ANSI B4.1,1967, R 1979.
8. WHERE CLASS FIT IS SHOWN, THE ALLOWANCES AND TOLERANCES
7. SEE SPECIFICATIONS FOR HYDRAULIC TEST PRESSURE REQUIREMENTS.
.25" UNLESS OTHERWISE NOTED.
6. ALL EDGES SHOWN ROUND SHALL HAVE A RADIUS OF APPROXIMATELY
. 02" UNLESS OTHERWISE NOTED.
5. ALL EDGES SHOWN SHARP SHALL HAVE A RADIUS OF APPROXIMATELY
4. GRATING & TRENCH COVERS NOT SHOWN FOR CLARITY.
ALLOW ADEQUATE STOCK FOR MACHINING.
3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONS ARE FINAL DIMENSIONS.
MACHINERY SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
SHIMS REQUIRED FOR INSTALLATION OF THE MITER GATE
2. ALL BOLTS, STUDS, NUTS, WASHERS, CAP SCREWS, DOWELS AND
TO DRAIN, SEE DRAWING XXNXXX.
1. FINISH MASONRY LINE OF MACHINERY RECESSES TO BE SLOPED
ASSEMBLY AND ADJUSTMENT
GENERAL NOTES: GENERAL NOTES CONTINUED:
RIVER WALL OPPOSITE HAND - 2 REQUIRED
LAND WALL SHOWN - 2 REQUIRED
TO MACHINING IN ACCORDANCE WITH THE SPECIFICATIONS.
13. ALL WELDMENTS OF CASTINGS SHALL BE STRESS RELIEVED PRIOR
OF THE PROJECT CONSTRUCTION.
AND SHALL BECOME GOVERNMENT PROPERTY UPON COMPLETION
OF THE MACHINERY SHALL BE FURNISHED BY THE CONTRACTOR
TO MK. XXX-X & X REQUIRED FOR ASSEMBLY AND DISASSEMBLY
12. ALL SPECIAL WRENCHES AND SPECIAL TOOLS, IN ADDITION
LN2 FIT.
SHALL BE FITTED IN REAMED HOLES TO PROVIDE A CLASS
11. UNLESS OTHERWISE SHOWN, ALL TURNED BOLTS AND DOWELS
AND CLEVIS PIN, XXX-X
AND ADJUSTING RINGS, XXX-X OR X; CLEVIS, XXX-X
BETWEEN THE FOLLOWING: GATE CROSS PIN, XXNXXX-X
2. AT ASSEMBLY, GREASE ALL CONTACTING SURFACES
5. FOLLOW PROCEDURE FOR INITIAL ADJUSTMENT.
ADJUST ITS LENGTH.
4. TURN PISTON ROD WITH SPANNER WRENCH TO
FROM GATE END CASTING.
3. LOOSEN JAM NUT AND WEDGE NUT AND BACK OFF
2. PUT PISTON ROD IN FULL TENSION.
OR HOLD PISTON ROD AS MAY BE REQUIRED.
1. USE SPANNER WRENCH MK. XXNXXX-X TO TURN
ASSEMBLY.
B. ADJUSTMENT OF PISTON ROD AND CLEVIS AFTER
WEDGE NUT AND JAM NUT.
5. PUT PISTON ROD IN FULL TENSION THEN RE-TIGHTEN
WRENCH, MK. XXNXXX-X.
4. TIGHTEN WEDGE NUT AND JAM NUT WITH SPANNER
CROSS PIN. INSERT CLEVIS PIN.
CAN BE INSERTED TO CONNECT THE CLEVIS AND
3. RETRACT PISTON ROD SO THAT THE CLEVIS PIN
DETERMINED BY THE CONTRACTING OFFICER.
CLEVIS PIN HOLE IN THE CROSS PIN THE AMOUNT
CLEVIS EXTENDS PAST THE CENTERLINE OF THE
THE CENTERLINE OF THE CLEVIS PIN HOLE IN THE
FULLY EXTENDED, ADJUST THE PISTON ROD SO THAT
2. WITH THE GATES MITERED AND THE PISTON ROD
HOLD PISTON ROD AS MAY BE REQUIRED.
1. USE SPANNER WRENCH MK. XXNXXX-X TO TURN OR
A. INITIAL ADJUSTMENT:
STROKE OF PISTON AT MITER.
CALCULATE AND PROVIDE THE VALUE FOR THE REMAINING
TIME OF ADJUSTMENT, THE CONTRACTING OFFICER WILL
OF THE GATE AT THE TIME ADJUSTMENT IS MADE. AT THE
FINAL ADJUSTMENT IS DEPENDENT ON THE TEMPERATURE
OF THE PISTON ROD AND CLEVIS. NOTE THAT THE
1. INSTRUCTIONS FOR ASSEMBLY AND ADJUSTMENT
…" = 1'-0"
CHIEF, DESIGN BRANCH
ASSEMBLY
MITER GATE MACHINERY
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 64NX31 0
INITIAL ISSUE
- - - - - JAN MAC CDW - - -
N_TVA
14 M
M 864NX31
X #
0-
FIO
LCT
JUN 2020
FOR IN
FORMATIO
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 u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N X
.d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
#X
64NX32 8M
M14
N_TVA
---CDWMACJAN-----
INITIAL ISSUE
064NX328
KENTUCKY PROJECT
XX
LOCK ADDITION
MECHANICAL
MITER GATE MACHINERY
ELEVATION AND DETAILS
CHIEF, DESIGN BRANCH
1•" = 1'-0"
• R."
‚" R.
R
SCALE: FULL
SCALE: 1•" = 1'-0"
DETAIL A
GATE CROSS PIN
SECTION X-X
MAKE 4 UNIT WT. XXXX LBS.
MK. XX-X FORGED STEEL, ASTM A668-XX, CL.F
SECTION X-X
X X
XX
18" DIA.
9.992"|
DIA.
.003
.000
HEX HEAD BOLT
1‚"-7UNC x 1•" LONG
BOLT
MK. XX-X EYE
2B x 2" DP. FOR
1‚"-7UNC-
DRILL AND TAP
SEE DETAIL "A"
.005
.0008.000"| DIA.
SECTION A-A
LN2 FIT WITH MK. XX-X OR X
ASSEMBLY WITH GATE, FOR
IN THE FIELD AT FINAL
DRILL 1Œ" DIA. THRU REAM
12 HOLES EQUALLY SPACED.
24" DIA. B.C.
29" DIA.
18" DIA.
11.500"|
I.D.
.000
.001
10.000"|.000
.005
18" DIA.
•" R.
MK. XX-X
CROSS PIN CASTING
MAKE 8 UNIT WT. LBS.
MARK XX-X CAST STEEL, ASTM A27-XX GR. 65-35
18" DIA.
M K
X
X
M K
X
MAKE 32 UNIT WT. LBS.
MARK XX-X CORR. RESIST STEEL, ASTM A240-XX, TYPE 410
‚" NOM.
125 1•"-6UNC-2A
ASTM A194-XX, GR 4
HEX. NUT
TYPE B PLAIN WASHER
1†" REGULAR SERIES,
2ƒ"
D I
A
1ƒ" HEX HD.
& UNDERCUT
ˆ" RADIUS
TURNED BOLT
MAKE 48 UNIT WT. 5 LBS.
MARK XX-X CORR. RESIST STEEL, ASTM A193-XX, GR. B6
SCALE: 3" = 1'-0"
MK. XX-X
COR CAP SCREWS
ŽDIA. THRU
2 HOLES, DRILL
1"12ƒ"
14ƒ" ƒ"1"
KEEPER BAR
SCALE: 3" = 1'-0"
1. FOR GENERAL NOTES, SEE DWG. XXNXXX.
NOTE:
ASTM A193, GR. B6
CAP SCREW W/LOCKWASER
†"-11UNC-2A x 2" HEX HEAD
ASTM A193, GR. B6
CAP SCREW W/LOCKWASER
†"-11UNC-2A x 2" HEX HEAD
MK. XX-X
2ƒ"
DETAIL B
N.T.S.
.2812" ADJ. RING
(PIN SIDE)
MATERIAL
BEARING
(AS REQUIRED)
.0625" ADJ. RING
.020 THICK MINIMUM
BEARING MATERIAL: KARON V OR EQUAL
BASE MATERIAL: CRES PER AMS 5648(316)
PRESS FIT PER BUSHING MANUFACTURE
10ˆ" DIA.
.0625" .2812"
ONLY)
*(.0625 RINGS
32*
KARON V OR EQUAL, .020" THICK MINIMUM
MAKE 8 UNIT WT. LBS. (BEARING MAT'L ON ONE SIDE
MARK XX-X CORR. RESIST STEEL, ASTM A240-XX, TYPE 410
ADJUSTING RINGS
CHROME PLATED
SURFACE TO BE
CHROME PLATED
SURFACE TO BE
14•"
CHROME PLATED
SURFACE TO BE
12" 6" 3" 0 1'9"
SCALE: 1•" = 1'-0"
MK. XX-X
{ GATE CROSS PIN
{ CYLINDER
TO ˆ" MAXIMUM (TYP.)
LEVEL. LIMIT END PLAY
XX-X TO MAKE CYLINDER
ON TOP AND BOTTOM OF
MK. XX-X & X PLACE
CAP SCREW W/LOCKWASHER
ƒ"-10UNC-2A x 2" HEX HD
BOLTS AT ASSEMBLY
TACK WELD NUTS TO
BOLTS AT ASSEMBLY
TACK WELD NUTS TO
SEE DETAIL B
MAKE 8 UNIT WT. 6 LBS.
MARK XX-X STRUCT. STEEL, ASTM A36-XX
FIO
LCT ROBERT W. BAULSIR III, P.E.
KYLE C. McCUNE, P.E.
JUN 2020
FOR IN
FORMATIO
LIFT JOINT AT EL. 356.5
EL. 357.42
TOP OF FIRST POUR EL. 374.0
EL. 376.0
5" 5"
1'-0•1'-0• 1'-3‡" 1'-3‡" 1'-3‡"
6'-1•" LENGTH OF 10" CHANNELS
ˆ
ˆ
A N
N E
L S ƒ ƒ
1'-3‡" 1'-3‡" 1'-3‡" 1'-3‡"
5'-3•"
10" 2•"
{ ANCHOR BOLTS
TYP.
G
G
5•"
C H
B
L T
S
P x x
L
LP
x x
SECTION F-F
G
H
G
H
6'-1•"
NOT SHOWN
CLIP ANGLE
NOTE:
NOT SHOWN
CLIP ANGLE
NOTE:
P 12…"x1"x6'-0•"
P x x
L
L
TYP.
TYP.
TYP.
G
ANCHOR (1ƒ"x7"x7•")
DYWIDAG PLATE
DYWIDAG ANCHOR NUT
(TYP.)
7"
XXNXXX-1
SUPPORT - MK.
CYLINDER BASE
BREAK BOND
ƒ
THREAD BAR
1…" DIA. DYWIDAG
INSTALLING THE THREAD BARS
PIPES WITH COMPRESSED AIR BEFORE
BLOW OUT CLEAN THE ENCASING
‡" ANCHOR BOLT. MK. XXNXXX-B
AND PLATE
DYWIDAG HEX. NUT, WASHER
L
ROD INSTALLATION
TYPICAL POST TENSIONING
SCALE: 1•" = 1'-0"
…"} U-BOLTS
STEEL PIPE
2"-SCH.80
C10x30
HOLES
1‡"} 12…"x1"P
ON 2•" CENTERS
WITH 2-‹" HOLES
2"x2"x…"Lx4" LG.
1„" 5"
FRAMING
3•"x3•"x•"L
2‹"} HOLES
14"x1"P WITHL
L
SECTION J-J SECTION K-K
SECTION K-K
SECTION H-H
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
2•"
5"
BOLTS. MK. XXNXXX-X
DRILL 1„" DIA. FOR ANCHOR
TYPICAL 4-POST Ls-4"x4"x•"
ALL OTHER Ls-3•"x3•"x•"
P E
I
N S
E R
T I
O N
GUSSET (TYP.)
•" THICK
L E
N G
H
E
P E
A N
G L
E
T Y
P x x
I
P
TYP.
G
POSTS
4"x4"x•"L
1'-6ƒ" 1'-8‡"
6'-7‚"
(TYP.)
GUSSET
•" THICK
TYP.
SECTION C-C, D-D, E-E
B
E E
C C
A A
B
D D
F
JKJ K
F
SECTION B-B SECTION A-A
NOTES:
1'-8‡"
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
:1 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N X
.d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
ƒ" = 1'-0"
CHIEF, DESIGN BRANCH
ANCHORAGE
CYLINDER BASE SUPPORT
MITER GATE MACHINERY
MECHANICAL
LOCK ADDITION
XX
KENTUCKY PROJECT
8 64NX35 0
INITIAL ISSUE
- - - - - JAN MAC CDW - - -
N_TVA
14 M
M 864NX35
X #
0-
SCALE: ƒ" = 1'-0"
12" 0 2'1'6"
WITH SPECIFICATIONS. 28 DAYS AFTER SECOND POUR
POST TENSIONING IS TO BE DONE IN ACCORDANCE
THREAD BARS ARE INSTALLED
DIAMETER HOLE, INSTALL WHEN
RUBBER STOPPER(S) WITH 1•"
LENGTH FOR HYDRAULIC JACKING UNIT
PROVIDE SUFFICIENT THREAD BAR
{ C10x30
{ C10x30x5'-9‚"
{ C10x30
{ C10x30
{ C10x30x6'-1•"
{ C10x30
5'-3•"
•" 4"
LG. CLIP Ls
3•"x3•"x•"Lx1ˆ"
ANCHORING IS X,XXX LBS. (NOT INCLUDED POST TENSIONING.)
6. ESTIMATED WEIGHT OF ONE COMPLETE CYLINDER BASE SUPPORT
SIMILAR JOINTS.
5. ALL WELD SYMBOLS SHOWN ARE TYPICAL AND APPLY TO ALL
4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
3. PIPE SHALL CONFORM TO ASTM A106
TOUCHED UP AS REQUIRED.
ANY AREAS DAMAGED OR ABRADED DURING INSTALLATION SHALL BE
FOR THE COATING USED ON REINFORCING BARS IN ASTM A 775
AND METHOD OF APPLICATION SHALL CONFORM TO SPECIFICATIONS
AND HEX NUTS BEFORE INSTALLATION. EPOXY COATING MATERIAL
2. APPLY EPOXY COATING TO DYWIDAG THREAD BARS, ANCHOR NUTS
1. FOUR (4) CYLINDER BASE SUPPORT ANCHORAGES ARE REQUIRED.
AND NUTS, ASTM A307, GR. A
HOLES; HEX. HD. BOLTS x 3•" LONG
4"x…"x1'-2"P WITH 4-‹" DIA.
JUN 2020
LCT
FIO
ROBERT W. BAULSIR III, P.E.
KYLE C. McCUNE, P.E.
FOR IN
FORMATIO
2'-11•"
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
:1
:0 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N X
.d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
1•" = 1'-0"
AND DETAILS
CYLINDER BASE SUPPORT
MITER GATE MACHINERY BASE
MECHANICAL
CHIEF, DESIGN BRANCH
LOCK ADDITION
XX
KENTUCKY PROJECT
8 64NX37 0
INITIAL ISSUE
- - - - - JAN MAC CDW - - -
N_TVA
14 M
M 864NX37
X #
0-
2'-2†"
PLATE
2"x10•"
6ƒ" 1'-2ˆ" 12" 6ƒ"
3'-3†"
1'-7‡" 1'-7‡"10‹" 10‹"
3'-3†"
1'-2ˆ"12"
2"x4" PLATE
SEE DETAIL "A"
NOT BE LESS THAN 1ƒ" AT ANY POINT.
SURFACE. TOP FLANGE THICKNESS SHALL
MIN. AMOUNT TO FINISH TOP TO PLANE
AFTER FABRICATION, MACHINE TOP
2 ALIGNMENT
ASSY. AFTER
TYP. SHOP
TYP.
45°
TYP.
LOCATED AS SHOWN
IN BOTTOM FLANGE
TENSION ROD HOLES
16, 3…" DIA. POST
W14x283
1‚"x6‡" BAR TYP.
SYMM. ABOUT {
MATCH XXNXXX-1.
DRILLED TO
MK. XXNXXX-3.
FOR STUD BOLTS
HOLES 2„" DIA.
THROUGH DRILL 22
HOLES.
CENTERS AS 3…" DIA.
TOP FLANGE ON SAME
ROD HOLES. DRILLED IN
16, 1‡" POST TENSION
W14x283
2‡"
" ANCHOR BOLTS XXNXX-A
SPACED AS SHOWN FOR
HOLES IN BOTTOM FLANGE
12, 1„"} ANCHOR BOLT
3"
3"
1'-6ƒ"1'-8‡"1'-8‡"1'-6ƒ"
TYP.
45°
TYP.
1‚" PLATE
TYP.
45°
2‡"
" 1 ƒ
ASTM A36
THICK STRUCT STEEL PLATE
ALL STIFFENERS TO BE 1‚"
NOTE:
1'-0• 1'-0•" "1'-0‚" 1'-0‚"
1'-2•1'-2• " " 2'-2•"
FINISH 125
COUNTER BORE 11‚" DIA.
3'-7"
3ƒ"3ƒ"
35.035"|
1'-2†" 1'-2†"
TYP.
UT 100%
UT 100%
4'-8…"
BRACKET
.000
.008
B.C.
9…"
GR. B6.
W/LOCKWASHER, ASTM A193
2A x 2" HEX. HEAD CAP SCREW x 1‚" DEEP FOR †"-11UNC-
DRILL & TAP †"-11UNC-2B
8 HOLES EQUALLY SPACED
.000
.001
LINE BORE
7.507"| DIA.
„" x 45°
CHAMFER
B
B
{ BORE
6ƒ" 6ƒ"1'-2ˆ" 1'-2ˆ"1'-0" 1'-0"
6'-0‚"
3Š"
1‚"
5"
TYP.
UT 100%
UT 100%
T Y
P
" 1
9†"
1'-1…"
B
R E
2ˆ" DIA. THRU
22 HOLES - DRILL
.000
.000
‚" AFTER MACH.
U N
T E
R B
O R
E
MACHINE AFTER WELDING
FOR 11‚"} P xƒ" THICK
COUNTERBORE 11Š" DIA.
TYP.
.000
.008
L
35.035"|
SECTION B-B
11‚" DIA.
SECTION C-C
8"
1‚" PLATE
SHEAR PLATE
2506"
1‚" PLATE
SHEAR PLATE
4" 4"
10•"
CYLINDER BASE STUD
•"•" 4"
5°135°
DETAIL A
SCALE: 3" = 1'-0"
SCALE: 3"=1-0"
SCALE: 12"=1'-0"
SCALE: 3"=1'-0" SCALE: 3"=1'-0"
VIEW A-A
A
A
NOTES:
BASE SUPPORT AT SHOP ASSEMBLY.
2. SCRIBE { OF CARDANIC RING ON TOP SURFACE OF CYLINDER
1. FOR GENERAL NOTES SEE DWG. XXNXXX-X.
CYLINDER BASE SUPPORT
VIEW D-D
PLAN
TENSION ROD HOLES.
STIFFENERS, BOXING IN POST
ALIGNED WITH INTER EDGE OF 1‚"
SPACED AS SHOWN WITH EDGE OF BAR
24 BARS 1•"x4"x1'-4" (6 PER SIDE).
4•"
12" 6" 3" 0 1'9"
SCALE: 1•" = 1'-0"
S E
C O
U R
F
R I
N G
S I
D E
A T
E S
O W
N
P
D R I
L L
L E
S
ASTM A194 GR.4 TYP.
2" HEAVY HEX HEAD NUTS
MAKE 4 UNIT WT: XXX LBS.
MK. XX-X STRUCT. STEEL ASTM A36
C C
D
D
A194, GR. 4
HEAD NUT. ASTM
2" HEAVY HEX.
MAKE XX UNIT WT. LBS.
MK. XX-3 CORR. RESIST. STEEL, ASTM A193, GR. 6B
MAKE 32 UNIT WT: XX LBS.
MK. XX-4 STRUCT. STEEL ASTM A36
MAKE 32 UNIT WT: XX LBS.
MK. XX-5 STRUCT. STEEL ASTM A36
MAKE 4 UNIT WT: XXX LBS.
MK. XX-1 STRUCT STEEL ASTM A36
2" (TYP.)
-B-
-B-.005
-B-.005
FIO
JUN 2020
LCT ROBERT W. BAULSIR III, P.E.
KYLE C. McCUNE, P.E.
FOR IN
FORMATIO
ELEVATION
SCALE: 1"=1'-0"
UHMW GUIDES NOT SHOWN
FOR CLARITY
SECTION A-A
SCALE: 1"=1'-0"
VIEW A-A
SCALE: 2"=1'-0"
VIEW B-B
SCALE: 2"=1'-0"
DETAIL A
SCALE: 4"=1'-0"
DETAIL B
SCALE: 6"=1'-0"
DETAIL C
SCALE: 4"=1'-0"
DETAIL D
SCALE: 3"=1'-0"
DETAIL E
SCALE: 3"=1'-0"
DETAIL F
SCALE: 3"=1'-0"
A
B
C
D
E
F
G
H
F
E
D
C
B
A
2 3 4 5 6 7 8 9 10
2 3 4 5 6 71
TASK COMPLETED BY: REV NO.
C.A.D. DRAWING
DO NOT ALTER MANUALLY
DATE:
REVIEWED BY: APPROVED BY: ISSUED BY:
SCALE:
DESIGNED BY: SUBMITTED BY:
C :\U se rs
\H 3E
C
XD
SL
\D oc um en ts
Va ul tW or k\
D es ig ns
\C iv il W or ks
\T en ne ss ee R iv er
\K en tu ck y\ Lo ck A dd iti on \F lo at in g
M oo rin g
Bi tt\
M od el s\
Fl oa tin g
M oo rin g
Bi tt\
N
5A
.d w g 6/
7/
US Army Corps of Engineers Nashville District
LCT
DSL
PST
NONE
BENJAMIN C. SOLLMAN MICHAEL A. MORRISON NICOLE C. BERGER
TENNESSEE VALLEY AUTHORITY
FOSSIL AND HYDRO ENGINEERING
SEP/20
ROBERT W. BAULSIR III P.E.
KYLE C. McCUNE P.E.
KENTUCKY PROJECT
8 M
N_TVA
64N385 R 0
PLOT FACTOR:
AUTOCAD R 07
FLOATING MOORING BITT
ARRANGEMENT AND DETAILS
LOCK ADDITION
MECHANICAL
REVISION R 0
DISCIPLINE
INTERFACE
64N385 8M
CELRN #
APPROVED BY:
DRAWN BY:
CHECKED BY:
CHIEF, CIVIL DESIGN BRANCH
CHIEF, ENGINEERING CONST. DIVISION 2
XX
EXCEPT AS NOTED
A
B
B
A B
C
D E
F
REV.
NO. DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJECT
ID AS CONST REV
CD
MOUNTING BLOCK (TYP.)
LIFTING LUG
(TYP.)
2' -0
1'
-1
2" 4'
-6
4' -6
2'
-0
1' -0
2'
-0
2' -0
BOTTOM OF 1 2" PL
C 1 4 " DIAPHRAGM PL L
C 1 4 " DIAPHRAGM PL L
C OF 3 4 " P
C 3 8 " DIAPHRAGM P
C 3 8 " DIAPHRAGM P
LL
L L
LL
TOP OF 3 4 " P
C 3 8 " DIAPHRAGM P
C 3 8 " DIAPHRAGM P
L
L L
L L
5' -0
" N O
M
WATER LINE
5/16
5/16TYP.
CHECK POST
NOTE 1
5/16TYP.
2" CHECK POST
BOTTOM PLATE (TYP.)
3/8
8" PL
(T
YP
5/16
5/16TYP.
CONSTRUCTION SEAM
2" x 8" P
1/2 TYP.
2" x 8" P
2'-3" (TYP.)
HOLE TYPICAL AT
THE CENTER OF
ALL DIAPHRAGMS
1/4 1/4
TYP. ALL
DIAPHRAGM
PLATES
3'-6" 1
2" PLATE
1' -0
6" 6"
2' -0
2'
-0
2' -0
2'
-0
8' -6
U
SE
" S
H
EL
L
PL
AT
E
'-5
U
SE
4" S
H
EL
L
PL
AT
E
L
L
1'-6"
1' -1
2"
ALL MOUNTING BLOCKS MUST
BE ACCURATELY LOCATED IN
THE SAME PLANE +/- 1 32"
16" SHELL
PLATE
TOP OF TANK
4" PLATE
4" DOUBLING PLATE
MOUNTING BLOCK FOR
UHMW PLASTIC GUIDES
TYPICAL FOR TOP GUIDE SUPPORT
SIMILIAR FOR LOWER GUIDE SUPPORT
16" SHELL
PLATE
4" DOUBLING PLATEMOUNTING BLOCK FOR
UHMW PLASTIC GUIDES
2' -0
1'-6"
MIDDLE GUIDE SUPPORT
NOTES:
1. MOORING POST: 3 4" THICKNESS, 10.75" O.D.
MATERIAL: STEEL, ASTM A53. GR. B, TYPE S.
2. MOORING BITT PLATES AND BARS (EXCLUDING POSTS)
MATERIAL: CARBON STEEL, ASTM A572, GR. 50.
3. TOTAL MOORING BITT WEIGHT: APPROX. 8100 LBS.
4. ALL INTERIOR AND EXTERIOR SURFACES SHALL BE PAINTED.
SEE SPECS FOR DETAILS.
5. ALL FASTENERS SHALL BE GALVANIZED.
2" x 8" P
4" TOP P
5/16
4" TOP CHECK POST P
1/4
16" SHELL
PLATE
4" TOP CHECK POST P
5/16
8" P
8" DIAPHRAGM
PLATE
1/43 8" P
1/4
4" P
1/4
4" P
2" x 8" P
1/4
4" P
6" 6"
CONSTRUCTION
SEAM
2" BOTTOM CHECK
POST P
10" PIPE SCH. 160
(103
4" O.D. 11
8" THICKNESS)
2" x 8" P
8" DIAPHRAGM P
8" DIAPHRAGM P
16" SHELL P
4 " SHELL P
L
L
L L
L L
L L
L
L
L
L
L
L
L
L
FOR IN
FORMATIO
PLAN VIEW
SCALE: 2"=1'-0"
DETAIL G
SCALE: 4"=1'-0"
MOUNTING BLOCK
SCALE: 6"=1'-0"
SECTION I-I
SCALE: 2"=1'-0"
SECTION J-J
SCALE: 3"=1'-0"
DETAIL H
SCALE: 3"=1'-0"
A
B
C
D
E
F
G
H
F
E
D
C
B
A
2 3 4 5 6 7 8 9 10
2 3 4 5 6 71
TASK COMPLETED BY: REV NO.
C.A.D. DRAWING
DO NOT ALTER MANUALLY
DATE:
REVIEWED BY: APPROVED BY: ISSUED BY:
SCALE:
DESIGNED BY: SUBMITTED BY:
C :\U se rs
\H 3E
C
XD
SL
\D oc um en ts
Va ul tW or k\
D es ig ns
\C iv il W or ks
\T en ne ss ee R iv er
\K en tu ck y\ Lo ck A dd iti on \F lo at in g
M oo rin g
Bi tt\
M od el s\
Fl oa tin g
M oo rin g
Bi tt\
N
6A
.d w g 6/
7/
US Army Corps of Engineers Nashville District
LCT
DSL
PST
NONE
ROBERT W. BAULSIR III P.E.
KYLE C. McCUNE P.E.
KENTUCKY PROJECT
8 M
N_TVA
64N386 0
PLOT FACTOR:
AUTOCAD R 07
FLOATING MOORING BITT
SECTIONS & DETAILS
SHEET 1 OF 2
LOCK ADDITION
MECHANICAL
64N386 8M
CELRN #
APPROVED BY:
DRAWN BY:
CHECKED BY:
CHIEF, CIVIL DESIGN BRANCH
CHIEF, ENGINEERING CONST. DIVISION 2
I I
J
J
REV.
NO. DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJECT
2" DIA. VENT
FITTING
4'-0" HOLE, SEE
NOTE 1
R71 2"
3'-6" O.D.
CYLINDER
LIFTING LUG
(TYP.)
2 1 2" (NOMINAL) UHMW GUIDES
GRIND AND CUT AS REQUIRED (TYP.)
" G
U
ID
E
BL
O C
K
FACE OF LOCK WALL
1 1 4" P
CHECK POST PLATES
SEE DWG 64N387
FOR DETAILS
ROUND EDGE OF 1 1 4" PLATE
TO 5 8" RADIUS TOTAL PERIMETER
4"
R2"
MANHOLE COVER
SEE DETAILS
ON 64N386
1" NPT SQ. HEAD PLUG
W/WELDED THREADED
COUPLING
7"
2'-33 4"
C GUIDES
2'-31 4"
2'-03 4"2"-03
4"
3' -0
2' -4
L
L
LC MOORING BITT
MOUNTING BLOCK
4" DOUBLING PLATE1/2
2" x 7 1 2" P
4" P
1/2
2 1 2" UHMW GUIDES
(TYP.)
2 1 2" (NOMINAL) UHMW GUIDES
GRIND AND CUT AS REQUIRED (TYP.)
6" (T
YP
7"
1'-101 2"
1"33 4"33
4"51 2"33
4"33 4"1"
4" 23
4"41 4"41
4"41 4"
2"
4"
4"
2"
DRILL & TAP 5 8"Ø x 23
4" LG
FLAT HEAD SOCKET SCREW
WITH MIN. 2" THREADS.
3"
2"
8" 8"
8"
2' -0
8" HEX HEAD CAP
SCREW WITH NUTS
16" THICK RUBBER
GASKET
PIPE - 20" X-STRONG
OR EQUAL
X 0'-2" LONG
2" x 71
2" P
4" P
(TYP.)
8" DIAPHRAGM P
27" DIA. HOLE
16" SHELL P
4" DOUBLING P
MOUNTING BLOCK
4" TOP P
1/2
LIFTING LUG
3/16 3/16
5/16
1/4
L
L
L
L
L
L
L
L
10"
5"
4"5"
3/8
3/8TYP.
1" P
R1" 11 4"
30°
6"
4"
2" RETURN
BEND
4" TOP P
VENT PIPE, 11
2" DIA.
EXTRA STRONG
DIAPHRAGM
PLATES (TYP.)
2" BOTTOM P
L
L
1/4
NOTES:
1. SEE STRUCTURAL DRAWINGS (XX) FOR THE CONCRETE LAYOUT OF THE FLOATING
MOORING BITTS. THE BOTTOM PORTION OF THE CONCRETE LAYOUT IN THE UPSTREAM
MONOLITHS HAVE BEEN FORMED FOR A 4'-6" HOLE AND WILL NEED TO BE MODIFIED TO FIT
THE 3'-6" FLOATING MOORING BITTS.
1'-543 64"
L
FOR IN
FORMATIO
MANHOLE COVER
SCALE: 4"=1'-0"
DETAIL A
SCALE: 6"=1'-0"
CHECK POST - BOTTOM PLATE
SEE DWG FB023 FOR LOCATION
SCALE: 3"=1'-0"
CHECK POST - TOP PLATE
SEE DWG FB023 FOR LOCATION
SCALE: 3"=1'-0"
SEE NOTE 1
DETAIL B
SCALE: 4"=1'-0"
A
B
C
D
E
F
G
H
F
E
D
C
B
A
2 3 4 5 6 7 8 9 10
2 3 4 5 6 71
TASK COMPLETED BY: REV NO.
C.A.D. DRAWING
DO NOT ALTER MANUALLY
DATE:
REVIEWED BY: APPROVED BY: ISSUED BY:
SCALE:
DESIGNED BY: SUBMITTED BY:
C :\U se rs
\H 3E
C
XD
SL
\D oc um en ts
Va ul tW or k\
D es ig ns
\C iv il W or ks
\T en ne ss ee R iv er
\K en tu ck y\ Lo ck A dd iti on \F lo at in g
M oo rin g
Bi tt\
M od el s\
Fl oa tin g
M oo rin g
Bi tt\
N
7.
dw g
6/ 7/
US Army Corps of Engineers Nashville District
LCT
DSL
PST
NONE
ROBERT W. BAULSIR III P.E.
KYLE C. McCUNE
KENTUCKY PROJECT
8 M
N_TVA
64N387 R 0
PLOT FACTOR:
AUTOCAD R 07
FLOATING MOORING BITT
SECTION & DETAILS
SHEET 2 OF 2
LOCK ADDITION
MECHANICAL
64N387 8M
CELRN #
APPROVED BY:
DRAWN BY:
CHECKED BY:
CHIEF, CIVIL DESIGN BRANCH
CHIEF, ENGINEERING CONST. DIVISION 2
REV.
NO. DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJECT
8" PLATE
SEE DETAIL B
SEE DETAIL A
DRILL 12 HOLES 11
16" DIA.
FOR 5 8" BOLT EQUALLY SPACED
ON 22" BOLT CENTER
2"
24"Ø
2"61
2"
4" BAR
Ø2"
R7 8"
60°
R1"
4"
1'-1"
2" PLATE
R71 2"
R1'-9"
2' -3
2"
8"(TYP.)
1' -1
4"
2'-4"
1'-01 8"
4" PLATE
R53 8"
R71 2"
2' -6
8"
1' -3
1'-11 2"
1/4TYP.
8"11
8"
4" BAR R15
8"
R53 8"
NOTES:
1. TOP PLATE FOR TOP CHECK POST SHOWN. TOP PLATE FOR BOTTOM POST
SIMILAR AND EXACT DIMENSION WILL BE DETERMINED BY THE CONTRACTOR.
FOR IN
FORMATIO
5'-0"
SECOND POUR CONCRETE
A A
FIRST POUR CONCRETE
MITER GATE
A
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:
CHIEF, ENGINEERING - PLANNING DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:0 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N
G e n e r a l L a y o u t .d g n
MJC
GATE LATCH
MITER GATE MACHINERY
JAN. 11
64N490-X1
64N490-X1
1•"=1'-0"
CHIEF, - BRANCH
KENTUCKY PROJECT
LOCK ADDITION
N_TVA
8C
C NA
-8
SECTION A-A
FACE OF RECESS
MITER GATE
EL. 380.00
FACE OF STAIRWELL
EL. 378.00
TOP OF LOCK WALL EL. 382.00
FACE OF RECESS
PLAN
VIEW A-A
P
T
A
W
T
A
{ PINTLE
49'-3‚" TO
3'-0"
1'-9" 7"
NOTES:
GENERAL LAYOUT
A
EL. 381.81
NOT SHOWN FOR CLARITY
HOOKS, PINS AND CYLINDER
EL. 381.81
2" STROKE
3. ALL EDGES OF STEEL PLATES SHALL BE GROUND.
BE OF ASTM A572, GR 50.
2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL
SHALL HAVE THE PREFIX OF 64N490.
1. ALL MARK NUMBERS, SECTION NUMBERS, AND VIEW NUMBERS
MK. 3A
CYLINDER
MK. 2D
ANCHOR BOLTS
MK. 2A
LATCH CATCH
MK. 3B
CLEVIS BRACKET
MK. 2B
BASE PLATE
MK. 2D
ANCHOR BOLTS
MK. 2C
LATCH HOOK
MK. 2C
LATCH HOOK
MK. 2A
LATCH CATCH
MK. 4J
1" DIA. BOLT
EL. 382.00
TOP OF LOCK WALL
OTHER GATE LATCHES SIMILAR
UPSTREAM GATE LATCH SHOWN
FIO
SGPFOR IN
FORMATIO
"4
"4
"2
"2
"64
"4
"32
"16
"16
3"2
"32
"64
"8
"8
"32 "
"16
"2
"32
"16
"64
"64
†" THRU
"32
"64
"64
"8
"64
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:
CHIEF, ENGINEERING - PLANNING DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:0 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N t a il .d g n
- 0
CHIEF, - BRANCH
KENTUCKY PROJECT
LOCK ADDITION
N_TVA
8C
C NA
-8
KEEPER PLATE
LATCH HOOK BEARING
MATERIAL
LATCH PIVOT PIN
•"}-20UNF-3‚"L HEX HD CAP SCREW
…"-24UNF-2Ax1ƒ" HEX HD CAP SCREW FOR KEEPER PLATE
FOR CYLINDER16
12" = 1'-0"
MJC
MITER GATE MACHINERY
GATE LATCH
DETAILS - SHEET 3 OF 3
64N490-X4
64N490-X4
4G
4H
4I
4J 32 1"}x8"L HEX. HEAD BOLTS
4K
†"O.D •"I.D. ‡"L GREASELESS BUSHING
JAN. 11
ASTM A490
ASTM A449
ASTM A449
NOTE:
REQUIRED LIST
LINES
‚" GREASE
M K
D
R
NOTE:
FOR ALEMITE FITTING
COUNTER DRILL ‹" AND TAP
DRILL ‚" DIAM, 3…" DEEP.
3•"}3•"} ˆ" CHAMFER @ 45°
MATERIAL: ASTM A668 Gr. G
MK. 4F MAKE: 4
MATERIAL: ASTM A572 Gr. 50
MK. 4C MAKE: 4
FOR …" BOLTS (MK. 4G)
‹"} DRILL HOLES
MATERIAL: ALUMINUM BRONZE ASTM B148
MK. 4B MAKE: 4
ADEQUATE CLEARANCE BETWEEN CLEVIS ROD PIN AND LATCH HOOK.
2. THICKNESS OF PIVOT BRACKET WILL BE SHIMMED IN FIELD TO PROVIDE
FURNISH SCREWS WITH LOCKWASHERS.
1. FURNISH BOLTS WITH LOCKWASHERS AND NUTS.
MATERIAL: ASTM A668, Gr G
MK. 4E MAKE: 4
PIVOT BRACKETCLEVIS ROD END
MATERIAL: ZINC-PLATED CARBON STEEL
MK. 4A MAKE: 4
MATERIAL: STEEL
MK. 4D MAKE: 4
D
H
R
1"}x6"L HEX. HEAD BOLTS24
FOR CLEVIS ROD
FOR LATCH CATCH
FOR CLEVIS BRACKET
MARK
REQ.
NO.
DESCRIPTION REMARKS
CLEVIS PIN
ASTM A325
63 631
ˆ" CHAMFER @45\
M K
C
F
M K
F
R
‰" WIDE x ‘" DEEP
4 GREASE GROOVES
FOR •" BOLTS (MK. 4K)
•"} DRILL HOLESMATCH MK. 3A
M16x1.5 THREAD
FIO
SGPFOR IN
FORMATIO
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 c u s e r s h e c x d s l\ p w w o r k c e lr n d m s
N u b r ic a t io n .d g n
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
MJC
JAN. 11
1" = 1'-0"
64N490-X5
64N490-X5
CHIEF, DESIGN BRANCH
LUBRICATION SYSTEM
MITER GATE LATCHES
LOCK ADDITION
XX
KENTUCKY PROJECT
8 0
INITIAL ISSUE
N_TVA
14 M
M 8
X #
NOTE:
LAYOUT
1. SEE DWG 64N490-1 FOR GATE LATCH LAYOUT.
FLOW
S L
O P
E
S T
A
W
T
49'-3‚" TO { PINTLE
REMOVED FOR CLARITY
ANCHOR BOLTS & NUTS
R
H
FACE OF RECESS
A
1A
MITER GATE
PLAN
FLOW
" A
1A
MK 67N490-XX
HOLD DOWN GUIDE
R
H
5'-0"
EL. 378.75
EL. 380.00
OTHER GATE LATCHES SIMILAR
UPSTREAM GATE LATCH SHOWN
A
1A
VIEW
EL. 382.00
TOP OF LOCK WALL
SOME BOLTS NOT SHOWN FOR CLARITY
S T
A
.7
U
P P
T
FIO
SGPFOR IN
FORMATIO
HYDRAULIC POWER UNIT
ELECTRICAL SYSTEM
NONE
#X
8E
E14
N_TVA
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
ELECTRICAL
CHIEF, DESIGN BRANCH
NOTES:
WIRING DIAGRAM
HYDRAULIC POWER UNIT
M103
M117
L1
GND.
L
M103
M101
TD1
P16
P19
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
P
P
P
T
T
T
M103M120
SOV1
M101 M159
833W
P17
P18
P19
"START"
"STOP"
P14AP13A
M
P13AP14A
M105
M103M140
SOV2 THERMOSTAT.
"HIGH OIL TEMPERATURE"
M101 M147
M101 M150
FLOAT SWITCH.
"ADD OIL"
M101
FLOAT SWITCH.
"LOW OIL LEVEL"
M145
OF OIL TANK.
SWITCHES ON TOP
J.B. FOR FLOAT
M102
M104
M110
M114
"START"
"STOP"
M125
M137
M124
R M103
R
M101
M141 M103 R
M101
"ADD OIL"
M103 R
M101
LEVEL"
"LOW OIL
M103 A
M101
M157 M158 M150
M103 R
M101
M103
M101
R M153 M148
M
M
M
M
M101
M156
M106M101
M148 M107
M145
M103
M120
M119
M103
H
P14
P16 P17 P18 M160
P1 P2 P3P13 P14 P15
M101
TD2
M103 M139
M140
M161
HTR.
150W.M162
M126
M127
RELAY
SENSING
CURRENT
M
M
M
CKT. BKR.
3P,15A
P13 P15
FOR 2)
RELAY (TYP.
TIME DELAY
M103
M
833W
833W
M159 M160
M104
M101
M121
L3
L2
M103
T 5 5
P13 P14 M100 L2 L3L1L2 L3L1
M100M100
M162 M161
TRANSFORMER
2 KVA, 480/120VOR EQUAL.
SQ. 'D', CAT. #LBA363106,
POWER DISTRIBUTION BLOCK.
LAMP SOCKET.
WITH STANDARD.
#SCB-150 OR EQUAL,
CHROMALOX CAT.
150W. HEATER,
FLEX COND.
3#12 IN •"
FLEX COND.
2#12 IN •"
FLEX COND.
IN 1‚"
3#2, 2#12
FLEX COND.
3#12 IN •"
M101
M101
M119 M121
M122
C1
M103P1 P2 P3
P4 P5 P6
M103
B1
M154M106
M105 M103
B2
M155M126
M125
L
L
L
T
T
T
P4 P5 P6
M163
M161
M101
M123
M122
M117
M109
M103
T4 T5 T6
T
T
T
M103
M101
M101
M157
M101
M158
M101
M159
T4 T5
T6
M103
M101 M153
HTR.
MOTOR
MOTOR NO. 1
HYDRAULIC PUMP
M103
HTR.
MOTOR
MOTOR NO. 2
HYDRAULIC PUMP
A16+
M163M164
TRANSDUCER
PRESSURE
+24AHP
M101 M152
"PRESSURE FILTER BYPASS"
N.O. CONTACT
"RETURN FILTER BYPASS"
N.O. CONTACT
WIRING DIAGRAM-HYDRAULIC POWER UNIT
TANK FOR FILTER CONTACTS.
J.B. "F.B." ON TOP OF OIL
T10
T11
T12
L2 L3L1
M101
M139 M141
M142
C2
A
M103
A H
P
P7 P8 P9
P10 P11 P12
P7 P8 P9
L
L
L
T
T
T
P10 P11 P12
M164
M161
M101
M143
M142
M137
M129
M103
T10 T11 T12
M103
M101
M118 M138
"LOCAL OFF REMOTE"
M109 M118
M102
M129 M138
M134
M130
M124
M
M
M
M
M
M
M101 M154
M
M101 M155
R
M101
TEMPERATURE"
"HIGH OIL
M149
M103 W
M156
ON"
HEATER
"OIL
M101
M103
"RUN""RUN"
M103 R
M101
M152
CLOSED"
"VALVE 1
CLOSED"
"VALVE 2
BYPASS"
FILTER
"PRESSURE
BYPASS"
FILTER
"RETURN
M
UNIT (H.P.U.) CONTROL CABINET
RIGHT DOOR OF HYDRAULIC POWER
M103 R
M101
M143M103 R
M101
M123
"RVSS FAULT" "RVSS FAULT"
SPECS. (TYP. FOR 2)
SIZED IN H.P.U.
CIRCUIT PROTECTOR
3 POLE MOTOR
ON VALVE 1
LIMIT SWITCH
ON VALVE 2
LIMIT SWITCH
WITH INTERIOR MTG. PANEL.
HOFFMAN CAT. NO. A426012WFALP,
CONTROL CABINET, EQUAL TO
42"X60"X12" TWO DOOR H.P.U.
#16 TW. SH. PR.
A19+ FOR LOWER MIDDLE WALL HPU
A18+ FOR LOWER LAND WALL HPU
A17+ FOR UPPER MIDDLE WALL HPU
NOTE:
M
M101
SEE SPECS
RVSS 1
SEE SPECS
RVSS 2
FLEX. COND.
2#12 IN •"
FLEX COND.
2#12 IN •"
FLEX. COND.
4#12 IN ƒ"
FLEX COND.
2#12 IN •"
FLEX COND.
2#12 IN •"
FLEX COND.
8#12 IN ƒ"
FLEX COND.
2#12 IN •"
FLEX COND.
2#12 IN •"
M101 M146
FLOAT SWITCH.
DRIP PAN
M
M
M
M
M
M
PUMP MOTORS.
FOR 60 H.P. HYD.
4 CONTACTORS
3 POLE NEMA SIZE
M103
HW
M131
M114
M130
M134
M144
M116 M136
M110
M111
2E728, OR EQUAL.
GRAINGER CAT. NO.
THERMOSTAT, W.W.
CABINET HEATER
M133
M114
M130
M134
M115 M135
M110
M113
M103
HT
M147M128
M127 M103
DP
M146M128
M129
M101
M149
M101
M151
M108
M109
M108
M107
CONTACTOR
SIZE 00
NEMA
3 POLE
M103
M101
R M151
DRIP PAN"
"OIL IN
M
M
M
M
M
M
M
M
M
M
M
M
M
PUMP 1 PUMP 2
(TYP. FOR 6)
CONTROL RELAY
COORDINATING ALL NECESSARY CHANGES.
"EQUAL" IS USED, THE CONTRACTOR IS RESPONSIBLE FOR
5. RVSS WIRING SHOWN FOR ALLEN-BRADLEY SMC-FLEX. IF AN
M102M102
OIL HTR.
480 V
3 PH,
2.5 KW,
FLEX. COND.
2#12 IN •"
CAST J.B.
CKT. BKR. IN MOTOR CONTROL CENTER
3#4/0 AND #4 GND. IN 2" FLEX C. TO 225 A
SYSTEM CABINET. SEE XXNXXX-XX
30#14 IN 1•" FLEX C. TO LOCK CONTROL
CONTROL SYSTEM CABINET. SEE XXNXXX-XX
#16 TW. SH. PR.
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