KYL DSLM_Industry Day_Plans_Folio_3.pdf
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- Solicitation number
- W912P5-FY20-KY-DLM-IndustryDay
About this file
This document is a special notice announcing an industry day conference for a Kentucky Lock downstream lock monolith construction contract. The U.S. Army Corps of Engineers Nashville District will present draft 80% plans and specifications and seek feedback from potential contractors on constructability and alternative timelines. An estimated $250-500 million contract will include lock monolith concrete placement, steel embeds, miter gates, and bridges. The industry day on March 3, 2020 will include presentations, questions, and an optional site visit. Individual feedback sessions are available by registering by March 2. Comments on the draft documents are due by March 31. The North American Industry Classification System code is 237990 and small business size is $36.5 million.
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0°
1„"
MIN
2'-0"
MIN
3"
2„"
1†"
1"
1†"
5‚"
2…"
1•"
4„"
Œ" ƒ
3ƒ"
1™"
5‚"
2…"
7'-6"
1'-6"4'-6"1'-6"
1'-6" 1'-6"4'-6"
1'-6" 1'-6"
3"
3"
M I
N
6•"
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 o t
T i m e
P l
D a t e
F i l e
N m e
:2
:2
A M c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s
N r .d g n
----2
8C
C04
N_TVA
---JDDJAN--
INITIAL ISSUE
KENTUCKY PROJECT
XX
CHIEF, CIVIL DESIGN BRANCH
1" = 1'-0"
JAN/20
KENTUCKY LOCK ADDITION
UPSTREAM MONOLITHS
MISCELLANEOUS DETAILS
68N201-12
68N201-12
MRJ
GATE
POST
RAILING
RAILING
RAILING
POST
HANDRAIL
PANEL
SAFETY GATE
(CLOSED)
ATTACH GATE SPRING
AT THIS LOCATION
‚" DIA SET SCREW
DRILL AND TAP FOR
‚" DIA SET SCREW
POST
GATE
HINGE
R •"
R ƒ "
TYPICAL
R ‚"
R 1"
R 1‰"
R 1•"
R“"
R“"
LOCK NUT
HD. BOLT W/WASHER AND
…" DIA x 1ƒ" HEX
R •" TYP
R •" TYP
SEE NOTE 2
Œ"
Œ"
Œ"
CAN OPERATE PROPERLY.
OVERTIGHTENED, SO HINGE
BOLTS SHOULD NOT BE
HEX HD BOLT W/ LOCK NUT.
•" DIA X 4" ASTM A325
LAYER OF V 766e VINYL PAINT.
ALUM PIPE WITH 2 MIL THICK
COAT AREA IN CONTACT WITH
NOTE:
SCALE: 1"=1'-0"
SECTION B
201-12
SCALE: ‚"=1'-0"
RAILING SAFETY GATE
SCALE: 1"=1'-0"
DETAIL 1
201-12SCALE: 1•"=1'-0"
HINGE DETAIL
SCALE: 3"=1'-0"
ASTM A-27 GRADE 65-35
HINGE CASTING DETAILS
TOP
LEFT SIDE
FRONT RIGHT SIDE
SCALE: ‚"=1'-0"
SECTION A
201-12
A
201-12
A
201-12
B
201-12
B
201-12
TYPICAL PANEL TYPICAL JOINT
TYPICAL PANEL AT CORNER
PANEL DETAILS
SAFETY GATE DETAIL
6"+
TYP
TYPTYP
SCH 40 PIPE
2" DIA.
TOP OF CONCRETE
SCH 40 PIPE
2" DIA.
SCH 80 PIPE
2" DIA.
CL JOINT
HINGE
HANDRAIL DETAILS
CHS MRJ
CHS
MFV
MFV JLD
WITH ANCHORS
RAILING BASE PLATE
PLAN
APPROVED EQUAL
EMBEDMENT OR
W/ 3•"
KWIKBOLT II
•" DIA HILTI
HANDRAIL POST
SCH 80 PIPE
2" DIA.
SCH 40 PIPE
2" DIA.
HINGE TYPICAL
ROUND POST
FIELD AND SHOWN ON SHOP DRAWINGS
GATE LENGTH TO BE DETERMINED IN THE
NOTES:
U
S E
R
BLACK & VEATCH
JAMES A. NIZNIK JOHNATHAN D. DUNCAN
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
JENNIFER L. DICKERSON
SCALE: 1 1/2''= 1'-0''
012 1FT 48
SCALE: 3''= 1'-0''
0 6 6IN 24
SCALE: 1''=1'-0''
36912 1 2FT
Œ"
SCALE: 3"=1'-0"
TYPICAL HANDRAIL DETAIL
SCALE: 6"=1'-0"
SECTION A-A
(2" DIA. PIPE SCH. 80)
POST
A A
SS THREADED ROD
†" DIA HOLE FOR •" DIA
CL
•" DIA. SS THREADED ROD
Œ" DIA. HOLE IN PLATE FORCL
E M
B E
D M
E N
T
ADHESIVE GROUT
(GALV. STEEL)
PL•"x6•"x0'-6•" LG
TOP OF LOCK
WITH 4 ANCHORS
RAILING BASE PLATE
WITH 4 ANCHORS
RAILING BASE PLATE
WITH 4 ANCHORS
RAILING BASE PLATE
WITH 4 ANCHORS
RAILING BASE PLATE
WITH 4 ANCHORS
RAILING BASE PLATE
WITH 4 ANCHORS
RAILING BASE PLATE
HANDRAIL DETAIL
STAIR MOUNTED
SHS SHS JJL MAM NCB
1"
2‚"2‚"
1" 2
ACTION,STANLEY CD1295 OR EQUAL.
FULLY ADJUSTABLE SELF-CLOSING
IN DETAILS, SPRING TENSION IS
END OF GATE SPRING). AS SHOWN
AND LOCK NUT (2 REQUIRED EACH
x 2ƒ" HEX HD BOLTS W/WASHER
GATE SPRING MOUNTED WITH‚" DIA 2.
61N240-2 THRU 61N240-9.
FOR GENERAL NOTES, SEE DRAWINGS 1.
GATE.
INSTALLED FABENCO SELF-CLOSING
5•" DIA PL
ANCHOR
FOR •"
Œ" DIA HOLE
4" DIA PATTER
THALLE
ASBUILT PER RFI-0085 & RFI-0242
9/29/2016 -
MIN. HEAD
6'-0"
HEAD 36'-0" (SEE NOTE 2)
MAX. NORMAL/USUAL
MAX. NORMAL/USUAL HEAD 68'-6"
G1
G2
G3
G4
G7
G8
G9
G10
G11
G12
G13
G14
G15
G16
G17
G18
G19
G20
G21
G22
G1
G2
G3
G4
G7
G8
G9
G10
G5
G6
G5
G6
US Army Corps of Engineers
Louisville
08 8 16FT
SCALE: ‘''= 1'-0''
CHIEF, - BRANCH
8M
M06
N_TVA
---JLDJDDJAN--
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
‘"=1'-0"
MITER GATE
CELRL
JEFF BAYERS
BRIAN HUSTON
J. COSTELLO
64N415
64N415
{ MITER CONTACT
W.P.
{ QUOIN CONTACT u.m.g.
W.P.
(APPLIED ACROSS FULL WIDTH OF LEAF)
OPERATING RESULTANT WATER PRESSURE
U
U
D I
A G
O N
A L
U
L
D I
A G
O N
UPSTREAM M.G. LEAF
DOWNSTREAM ELEVATION
{ TOP GIRD.
EL. 380.0
EL. 370.0
PRESSURE = 30psf
OPERATIONAL WATER
{ TOP GIRD.
EL. 335.0
TOP OF LOCKWALL
EL. 382.0
FOR SKIN PLATE
DESIGN HEAD
BARGE IMPACT SEE NOTE 2
SEE NOTE 5
EL. 359.0 TO EL. 370.0
NORMAL/USUAL UPPER POOL VARIES FROM
TOP OF SILL 334.0
END VIEW WATER LOAD DIAGRAM
s s t
FOR TOP ANCHOR ARMS AND EMBEDDED ANCHORAGES SEE SHEET 64N491.6.
EL 375.00 = UNUSUAL FLOOD POOL, MAX. DESIGN POOL.
EL. 370.00 = HIGH NORMAL POOL.5.
EXCLUDED).
BRIDGE RATED FOR HS-10 WHEEL LOADING (IMPACT, LONGITUDINAL LOAD ARE
TOP OF BRIDGE IS SET AT EL. 382.92, 0'-11" HIGHER THAN LOCK WALL.4.
H = TEMPORAL HYDRAULIC LOAD
H = HYDROSTATIC LOAD
M = MUD LOADLC6 = 1.2H + 1.0E
C = ICE LOADLC5 = 1.2D + 1.6 (C + M) + 1.2Q
I = BARGE IMPACT LOADDSLC4 = 1.2D + 1.6 (C + M) + 1.0H
WATER LOADING.
MASS AND USED FOR HYDRODYNAMIC IMPACT)
MCE = 0.25, APPLIED TO GATE UPSTREAM LOADING WITH NO
E = EARTHQUAKE LOAD, OBE = 0.12,LC3 = (LOCK DE-WATERED, NORMAL
O = MAXIMUM OPERATING LOADLC2 = 1.4H + 1.0H
D = DEAD LOADSLC1 = 1.4H + 1.0I
FROM THE FOLLOWING LOAD COMBINATIONS:
AT ALL SECTIONS EQUAL TO OR EXCEEDING THE STRENGTH DEMANDS RESULTING
EVALUATED IN ANALYSIS, THE MITER GATES HAVE BEEN DESIGNED FOR STRENGTHS
LOAD COMBINATIONS FOR LRFD DESIGN: AS SPECIFIED IN EM 1110-2-2105 AND3.
ADDITION TO MAXIMUM NORMAL HEAD.
BEAMS ABOVE UPPER POOL EL. 354.0. TEMPORAL LOAD = 1.25' APPLIED IN
BARGE IMPACT = 400K SYMMETRIC LOAD, 250K UNSYMMETRIC LOAD APPLIED TO ALL2.
MAXIMUM NORMAL HEAD = 0.35 INCHES FOR U.M.G.; 0.95 INCHES FOR L.M.G.
= HIGHEST CALCULATED DEFLECTION @ MITER END UNDER NORMAL OPERATION,1.
NOTES:
s t t s
{ QUOIN CONTACT l.m.g. { MITER CONTACT
(APPLIED ACROSS FULL WIDTH OF LEAF)
OPERATING RESULTANT WATER PRESSURE
W.P. W.P.
{ DIAGONALS
D I
A G
O N
A
I
A G
O N
U
L
L
LL
LL0
{ DIAGONALS
D I
A G
O N
A
0 D
I A
G O
N A
DOWNSTREAM ELEVATION
DOWNSTREAM M.G. LEAF
EL. 334.0
PRESSURE = 30psf
OPERATIONAL WATER
{ TOP GIRD.
EL. 380.0
{ G10
EL. 335.0
{ BOT. GIRD
EL. 286.0
TOP OF LOCKWALL
EL. 382.0
FOR SKIN PLATE
DESIGN HEAD
BARGE IMPACT SEE NOTE 2
EL. 301.5 TO 334.0
LOWER POOL VARIES FROM
TOP OF SILL EL. 285.0
END VIEW WATER LOAD DIAGRAM
NOTE 5
EL. 359.0 TO EL. 370.0
UPPER POOL VARIES FROM
DPM 6/9/10
JB BH JMC
JAN/20
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
:2
:3 c u s e r s h e c x d e k d o c u m e n t s 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
DESIGN DATA
MITER GATES
WORK POINT-WP
ULTRASONIC TESTING-UT
RADIOGRAPHIC TESTING-RT
CENTER LINE-C.L.
PLATE-PL
FAR FACE-FF
NEAR FACE-NF
UPSTREAM-U.S.
DOWNSTREAM-D.S.
LOWER MITER GATELMG (OR LG)-
UMG (OR UG) - UPPER MITER GATE
MITER GATE-M.G.
ELEVATION-EL.
GIRDER NUMBER DESIGNATION (X=1-10 FOR UPPER GATE, X=1-22 FOR GATE)-GXX
ABBREVIATIONS LIST
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
JAMES A. NIZNIK JENNIFER L. DICKERSONJOHNATHAN D. DUNCAN
1'-2"
DEPTH OF RECESS
8'-10" (MIN)
55'-0•"
0"
0"
0" C
ENTER
TO
CENTER
CONTACTS
8"
3'-3‡"
2'-3•"
11'-4"
1' -1
1ƒ
0"
6'-6•" 1'-3"
C U
R R
E N
T
US Army Corps of Engineers
Louisville District
N
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
CHIEF, - BRANCH
‚" = 1'-0"
CELRL
JEFF BAYERS
BRIAN HUSTON
AND GENERAL NOTES
4 40 8'
SCALE: ‚"=1'-0"
J. COSTELLO
64N416
64N416
{ PINTLE
WORK LINE
{ LOCK
{ LOCK EXCEPT MITERING DEVICES
MITER GATES ARE SYMMETRICAL ABOUT
R E
C E
S S
F A
C E
O F
N C
R E
T E
EL. 382.0
TOP OF LOCK WALL
POSITION
GATE SHOWN IN RECESSED
P I
V
P
I
N T
O P
E R
A T I
G
Y
L I
N D
E R
D G
E O
N T
PINTLE &
GUDGEON
GUDGEON
PI
NTLE
{ LOCK
64N470
64N417, 64N432
64N418, 64N433
64N475
SEE
BRIDGE APPROACH
SCALE: ‚"=1'-0"
TYPICAL MITER GATE LEAF OUTLINE
NOTE: BRIDGEWAY NOT SHOWN FOR CLARTIY.
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2
:4 c u s e r s h e c x d e k d o c u m e n t s 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
JB BH JMC JAN JDD JLD
JAN/20
XX
ANCHORAGE
{ GATE
MITER GATE
GATE OUTLINE, RECESS
1 MITER GATES
R E F
R
E F
NOTE
12. HOLD 4V:12H. OTHER DIMENSIONS AND ANGLES ARE FOR REFERENCE ONLY.
HINGE TO THE GIRDER WORK LINE ARE ADJUSTABLE TO +- „"
THE HINGE TO THE QUOIN CONTACT POINT AND THE DISTANCE FROM THE
11. THERE ARE ADJUSTING SCREWS AT THE QUOIN BLOCKS. THE DISTANCE FROM
FILLET WELD.
ALL FAYING SURFACES OF STEEL PLATES SHALL BE SEALED BY „" MINIMUM10
GRATINGS SHALL BE GALVINIZED.
HANDRAILS AND UHMW SHALL BE PAINTED ACCORDING TO SPECIFICATIONS.
UNLESS NOTED OTHERWISE, WHOLE GATE EXCEPT STAINLESS STEEL, GRATING,9.
SMOOTH ALL SHARP EDGES WITH ˆ" MINIMUM RADIUS PRIOR TO PAINTING.8.
SHOT PEENED PRIOR TO PAINTING.
IDENTIFIED ON THE DRAWINGS. ALL FRACTURE CRITICAL WELDS SHALL BE
FRACTURE CRITICAL CONTROL APPLIES TO STRUCTURAL MEMBERS AND WELDS7.
TO THE PROJECT CONTRACTING OFFICER FOR APPROVAL.
PRIOR TO FABRICATING, THE CONTRACTOR SHALL SUBMIT THE SPLICE SCHEME
LOCATIONS OF FIELD SPLICE ON GATES ARE DETERMINED BY THE CONTRACTOR.6.
GIRDERS OR VERTICAL DIAPHRAGMS.
SPLICES IN THE SKINPLATE SHALL BE MADE ONLY ALONG THE CENTERLINE OF5.
GATES SHALL BE, AS A WHOLE, OF WELDED CONSTRUCTION.4.
PROVIDE UPSTREAM AND DOWNSTREAM GATES IN SEPERATE CONTRACTS.3.
SHOWN).
QUANTITIES SHOWN ARE FOR ONE GATE LEAF (RIGHT GATE2.
NOTED.
MITER GATES SHALL BE FABRICATED FROM A709-08 GR 36 UNLESS OTHERWISE1.
GENERAL NOTES
MICHAEL F. ZOCCOLA P.E.
INITIAL ISSUE
S
A C
A C
A C
0 TO 0 GIRDER FLANGE
7'-0" ƒ
6'-9"4'-0"
62'-0"
6'-9" 4'-0"8 SPACES @ 5'-0ƒ" = 40'-6"
04 4 8FT
SCALE: ‰''= 1'-0''
US Army Corps of Engineers
Louisville District
8M
N_TVA
INITIAL ISSUE
CHIEF, CIVIL DESIGN BRANCH
e
LOWER GATE
DOWNSTREAM ELEVATION
JEFF BAYERS
BRIAN HUSTON
J.COSTELLO
CELRL
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 06
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
F i m e
P l t e
P l m e c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s
N
.D
G N
:2
:0
64N432
64N432
GUDGEON HOOD
{ PINTLE AND
TOP OF LOCKWALL
EL. 382.0
{ TOP GIRDER
EL. 380.90
{ TOP GIRDER
EL. 382.0
LADDER LADDER
{ G1
{ G2
{ G3
{ G4
{ G5
{ G6
{ G7
{ G8
{ G9
{ G10
{ G11
{ G12
{ G13
{ G14
{ G15
{ G16
{ G17
{ G18
{ G19
{ G20
{ G21
{ G22
STIFFENER (TYP)
THRUST PLATE
BLOCK
CONTACT
MITER
STOP
{ GATE
CONTACT
{ MITER
CONTACT
{ QUOIN
GUDGEON PIN
{ PINTLE AND
LOWER GATE DOWNSTREAM ELEVATION
SCALE: ‰"=1'-0"
64N416
TOP OF SILL
EL. 285.0
{ BOTTOM GIRDER
EL. 286.0
(TYP)
INTERCOSTALS
{ G10
EL. 335.0
BLOCK
QUOIN CONTACT
64N442
64N449SEE DETAIL
FIELD SPLICE
64N449SEE DETAIL
FIELD SPLICE
64N443
64N449SEE DETAIL
FIELD SPLICE
64N449SEE DETAIL
FIELD SPLICE
64N442
64N443
- SIM
- SIM
64N449
SIM
64N449
SIM
64N449
64N443
64N442
{ G1
{ G2
{ G3
{ G4
{ G5
{ G6
{ G7
{ G8
{ G9
{ G10
{ G11
{ G12
{ G13
{ G14
{ G15
{ G16
{ G17
{ G18
{ G19
{ G20
{ G21
{ G22
SEE SHEET 64N461
SILL NOSING,
TOP OF SILL
EL. 285.0
EL. 286.0
SEE NOTE 5
MANHOLE (TYP)
TYPE 2
WEB STIFFENER (TYP)
LONGITUDINAL GIRDER
EL. 335.0
(TYP)
INTERCOSTAL
SEE NOTE 5
MANHOLE (TYP)
TYPE 1
EL. 380.0
LOWER GATE SECTION
SCALE: ‰"=1'-0"
64N432
NOT SHOWN FOR CLARITY.
FENDERS, DIAPHRAGM STIFFENERS AND DIAGONALS
NOTE:
A N
G E
DIAGONAL
UHMW PE
DIAGONAL SUPPORT DETAIL
SCALE: 3"=1'-0"
(LLV)
L6x4x•x1'-2"
W/ ƒ" CHAMFER
•" PLATE
DIAPHRAGM FLANGE
GIRDER FLANGE OR
IN 1" THICK UHMW PE
•"} BOLTS RECESSED „"
DIAGONAL PLATE
REQUIRED (SEE NOTE 4)
STAINLESS SHIM AS
•" CHAMFER FOR WELD
SCALE: 3"=1'-0"
3SECTION
A
GIRDER NUMBERS, SET AT { OF GIRDERS-GXX
DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS-
LEGEND
B C D E F G H J K L M
N
A B C E G J L M N
SEE SHEET 64N451 FOR MANHOLE SCHEDULE.5.
SEE NOTE 4, SHEET 64N417 FOR INSTALLATION OF DIAGONAL SUPPORT.4.
BRIDGE ASSEMBLY NOT SHOWN, SEE SHEETS 64N471, 64N472 AND 64N473.3.
AND 64N459, RESPECTIVELY.
ASSEMBLY NOT SHOWN FOR CLARITY. SEE DETAILS ON 64N467, 64N450
FENDERING, LONGITUDINAL GIRDER WEB STIFFENERS, AND BOTTOM SEAL2.
LEFT LEAF NOT SHOWN, AND IS OPPOSITE HAND.1.
NOTES:
JB BH JC JAN JDD JLD
‰" = 1'-0"
MJAN/20
LINES G, J, AND L
TO DIAPHRAGM FOR GRID
PROVIDE TYPE 1 MANHOLE
X
MITER GATES
MICHAEL F. ZOCCOLA P.E.
FLANGE SPLICE (TYP.)
DIAPHRAGM FLANGE TO GIRDER
STIFFENER (TYP.)
THRUST PLATE
BLOCK
QUOIN CONTACT
{ G3
{ G4
{ G5
{ G6
{ G7
{ G8
{ G9
{ G10
{ G11
{ G12
{ G13
{ G14
{ G15
{ G16
{ G17
{ G18
{ G19
{ G20
{ G21
{ G22
{ G2
{ G1
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2
:1 c u s e r s h e c x d e k d o c u m e n t s 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
8 0
0 - - - - -
06 M
M 8
N_TVA
LOCK ADDITION
CHIEF, - BRANCH
‰" = 1' - 0"
UPSTREAM ELEVATION
CELRL
LOWER GATE
US Army Corps of Engineers
Louisville District
JEFF BAYERS
BRIAN HUSTON
{ G8
04 4 8FT
SCALE: ‰''= 1'-0''
J.COSTELLO
64N433
64N433
62'-0 "
A
B'CDEGJKM'
N
L
FH
A C
A C
A C
B'CEGJM' LN A
K
A T
E
A T
E
8 SPACES @ 5'-0ƒ" = 40'-6"
INTERCOSTAL (TYP.)
- DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
MITER CONTACT BLOCK
GIRDER FLANGE SPLICE (TYP.)
{ MITER CONTACT { QUOIN CONTACT
64N449
64N449
JAN/20
XX
JB BH JMC JAN JDD JLD
LOWER GATE UPSTREAM ELEVATION
64N472 AND 64N473.
4. BRIDGE ASSEMBLY NOT SHOWN, SEE SHEETS
3. BOTTOM SEAL NOT SHOWN FOR CLARITY.
2. FOR FIELD SPLICE LOCATIONS, SEE SHEET 64N432.
1. LEFT LEAF NOT SHOWN, AND IS OPPOSITE HAND.
NOTES:
SCALE:‰"=1'-0" 64N416
1 LEGEND
X
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
64N449 SIM.
TOP OF LOCKWALL
EL. 382.0
{ TOP GIRDER
EL. 380.0
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
2'-1…"
{ QUOIN POST
†" x 5" (TYP)
STIFFENER PLATE
VERTICAL DIAPHRAM
SPLICE
GIRDER WEB U.S. GIRDER FLANGE PLATE
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
0 - - - - -
06 M
M 8
N_TVA
0 11 2FT
SCALE: 1''=1'-0''
1" = 1' - 0"
CELRL
LOWER GATE
US Army Corps of Engineers
Louisville District
QUOIN SIDE, G1
JEFF BAYERS
BRIAN HUSTON
TOP GIRDER PLAN,
J.COSELLO
64N434
64N434
1'-11ƒ"
XX
JAN/20 0
JMCJB
62'-0" { CONTACTS
4'-0"
R ƒ
R D
A N
G E
S
{ QUOIN CONTACT
T S I
A N
G E
4 SPACES @ 10'-1•" = 40'-6"
WORK LINE
C LEAF AND DIAPHRAGML
11'-9"
6'-8•"
{ GUDGEON PIN
INTERCOSTAL (TYP.)
3 EQUAL SPACES @ 3'-4•"=10'-0•"12'-0"
D.S. GIRDER FLANGE PLATE
PIN
{ GUDGEON
•" DAMMING PL.
{ PIN CONNECTION
2'-7"
- DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
3"
2'-7"
GIRDER WEB PLATE
2"
SEE NOTE 4
STIFFNER
LONGITUDINAL
CENTER
ƒ"x5" (TYP)
STIFFENER PLATE
SHEET 64N448, FOR THICKNESS
SKIN PLATE, SEE SCHEDULE
SEE SHEET 64N472
SUPPORT BRACING (TYP)
TS‚x3x2 BRIDGE
SEE SHEET 64N472
SUPPORT COLUMN (TYP)
TS‚x3x3 BRIDGE
REAM AT FINAL ASSEMBLY
ON 26" DIA B.C. 19#16" DIA FIELD
(12) HOLES EQUALLY SPACED
21„" DIA
FOR CLARITY
NOT SHOWN
ANCHORAGE
DIAGONAL
5'-9Š"
{ ARC
{ ARC
{ END DIAPHRAGM
S
A N
L I
P
A N
L I
C E
AND
2" } DRAIN HOLES (TYP.)
LEGEND
X
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
LONGITUNDINAL WEB STIFFENERS
LOCATIONS,
TYP. FOR DIAPHRAGM CENTER LINE
ABOVE DIAPHRAGM BELOW WEB,
GIRDER WEB AND CENTERED
ƒ"x5" STIFFENER PLATE ABOVE
I
N T E R C
O S T
A L S
E
V E
N L
Y
S P
A C E
D
CONNECTION
{ CYLINDER PIN
MANHOLE
LADDER &
{ GUDGEON PIN
5. FENDER ASSEMBLIES NOT SHOWN FOR CLARITY.
WITHIN THIS BAY. SEE ELEVATION DETAIL 64N456/3.
BETWEEN G1 AND G2 TO FORM A DAMMING SURFACE
B AND C MUST COMPLETELY FILL BAY FOR FULL HEIGHT
4. CENTER LONGITUDINAL STIFFENER BETWEEN DIAPHRAGMS
SHEET 64N448.
3. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULES,
FOR OTHER GIRDERS SEE SHEET 64N448.
2. U.S. FLANGE SPLICE SHOWN APPLIES TO G1 ONLY.
1. D.S. FLANGE SPLICE SHOWN APPLIES TO G1 ONLY.
NOTES:
G1 ONLY
LOWER GATE TOP GIRDER PLAN
SCALE: 1"=1'-0"
BA
C E
G
EC
BH JAN JDD JLD
64N449
64N456
N4
S
IM.
64N452
M A
T
H
N
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
1•"
4"
D.S. GIRDER FLANGE PLATE
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
8 0
0 - - - - -
06 M
M 8
N_TVA
LOCK ADDITION
US Army Corps of Engineers
Louisville District
LOWER GATE
TOP GIRDER PLAN,
JEFF BAYERS
BRIAN HUSTON
4 40 8"
SCALE: 3"=1'-0"
MITER SIDE, G1
J.COSTELLO
64N435
64N435
STIFFENERS
GIRDER WEB
LONGITUDINAL
BH JMC JAN JDD JLD
1" = 1' 0"
XX
JAN/20
R D
A N
G E
S
3 EQUAL SPACES @ 3'- 4•" = 10'-1•" (TYP.)
2'-7"
64N452
SEE SHEET 64N473
SUPPORT BRACING (TYP)
TS‚x3x2 BRIDGE
SEE SHEET 64N473
SUPPORT COLUMN (TYP)
TS‚x3x3 BRIDGE
OF LOCK (GATE MITERED)
64N470
(TYP.)
EQ.
1‚" PLATE
WEB
1" RAISED
SUPPORT BRACING
TS‚x3x2 BRIDGE
GIRDER WEB
FLANGE
D.S. GIRDER
R ƒ
SUPPORT COLUMN
TS‚x3x3 BRIDGE
2'-7"2'-7"
5'-9Š"
11'-9"
- DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
MITERING DEVICE
{ MANHOLE
{ LEAF AND DIAPHRAGM
2" } DRAIN HOLES (TYP)
{ MITER CONTACT
{ ARC
U.S. GIRDER FLANGE PLATE
INTERCOSTAL (TYP.)
S
T E
U
A N
L I
I
N T E R C
O S T
A L S
S P
A C E
D
E
V E
N L
Y
1" RAISED WEB PLATE
GIRDER WEB PLATE
{ END DIAPHRAGM
GIRDER WEB PLATE
{ MITER POST
{ MITER POST
62'-0" { CONTACTS
M A
T
N
WORKLINE
S
T E
D
A N
L I
{ ARC
NOT SHOWN
ANCHORAGE
DIAGONAL
4. FENDER ASSEMBLIES NOT SHOWN FOR CLARITY.
3. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULES,
FOR OTHER GIRDERS SEE SCHEDULE ON SHEET 64N448.
2. U.S. FLANGE SPLICE SHOWN APPLIES TO G1 ONLY.
1. D.S. FLANGE SPLICE SHOWN APPLIES TO G1 ONLY.
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
LEGEND
X
G1 ONLY
LOWER GATE TOP GIRDER PLAN
SCALE: 1"=1'-0"
BRIDGE SUPPORT DETAIL
SCALE 3" = 1'-0"
{ MITER POST
64N449
64N449
M NL
JB
M
J
H
G
K
4 SPACES @ 10'-1•" = 40'- 6" 6'-9" 4'-0"
29'-2"
3'-11‚"
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
U.S. DIAPHRAGM FLANGE PLATE
NOTE 6
LADDER RAIL (TYP)
•" DAMMING PL.
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
1" = 1' - 0"
CELRL
US Army Corps of Engineers
Louisville District
LOWER GATE
INTERMEDIATE GIRDER PLAN,
JEFF BAYERS
BRIAN HUSTON
QUOIN SIDE, G2 THRU G7
J.COSTELLO
64N436
64N436
EC
1'-11ƒ"
DAMMING PLATE
INTERCOSTAL BETWEEN G1 AND G2
JB BH JMC JAN JDD JLD
QUOI
N
POST
I
N T E R C
O S T
A
E
Q
S P
A C E S
B E T
W E
R
D E R
{ QUOIN CONTACT
62'-0" { CONTACT
{ LEAF AND DIAPHRAGM
(TYP)
3 EQUAL SPACES = 10'-1•" (TYP)
R ƒ
I
N T E R C
O S T
A
E
Q
S P
A C E S
B E T
W E
R
D E R
D
S
T E
U
A N
L I
3'-11‚"
11'-8" G
L
T E
U
A N
L I
INTERCOSTAL (TYP.)
2'-7"
U.S. GIRDER FLANGE PLATE
SHEET 64N448 FOR THICKNESS
SKIN PLATE, SEE SCHEDULE
SCALE: 1"=1'-0"
4 SPACES @ 10'-1•" = 40'-6"
LOWER GATE INTERMEDIATE GIRDER
E
D.S. GIRDER FLANGE PLATE
DIAPHRAGM STIFFENERS
SCALE: 1"=1'-0"
LOWER GATE INTERMEDIATE GIRDER
SIMILAR TO G1.
BETWEEN GRID LINES C AND E ARE
AND CYLINDER PIN CONNECTION
FOR G2, WEB UNDERSIDE STIFFENERS
FOR G2, SEE DETAIL BELOW
G2 THRU G7
G2 ONLY
LEGEND
X - DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
DIAPHRAGM WEB PLATE
R D
A N
G E
S
WORK LINE
T
Y
(TYP)
2'-7"
D.S. GIRDER FLANGE PLATE
GIRDER WEB PLATE
2" } DRAIN HOLES (TYP)
T
Y P
STIFFENERS
LONGITUDINAL GIRDER WEB
SEE NOTE 3
WEB SPLICE
64N449 SIM.
G
{ ARC
PL. 1‚" x 12" (TYP)
2" THRUST PLATE
64N450
EQ (TYP)
1' -3
64N464
4'-0" 6'-9"
{ ARC
A B C
5'-2"
11'-9"
T E
D
A N
L I
FOR CLARITY
NOT SHOWN
DIAGONAL
5'-9Š"
64N442
3PL †" x 4" THRUST PL. STIFFENERS SEE
12" x 1" PLATE
{ PINTLE
T E
D
A N
L I
2"
NOTES
1. D.S. FLANGE SPLICE POINTS SHOWN APPLY TO G2 THRU G7 ONLY.
2. U.S. FLANGE SPLICE POINTS SHOWN APPLY TO G2 THRU G7 ONLY.
3. WEB SPLICE SHOWN APPLIES TO G3 THRU G7. G2 HAS NO
REQUIRED WEB SPLICES.
4. FENDER AND DIAGONAL ASSEMBLIES NOT SHOW FOR CLARITY.
FOR OTHER GIRDERS, SEE SCHEDULE ON SHEET 64N448.
FOR OTHER GIRDERS, SEE SCHEDULE ON SHEET 64N448.
5. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULE, SHEET 64N448.
6. FOR LOCATIONS OF LADDER RAIL, SEE SHEET 64N452, DETAIL 11.
XX
JAN/20
M A
T
N
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
12" x 1" PL
D.S. DIAPHRAGM FLANGE PLATE
WEB STIFFENERS
LONGITUDINAL GIRDER
U.S. DIAPHRAGM FLANGE PLATE
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:
CHIEF, ENGINEERING - PLANNING DIVISION
c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e l r 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
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
1" = 1' - 0"
US Army Corps of Engineers
Louisville District
LOWER GATE
INTERMEDIATE GIRDER PLAN,
JEFF BAYERS
BRIAN HUSTON
MITER SIDE, G2 THRU G7
J.COSTELLO
64N437
64N437
XX
JAN/20
JB BH JMC JAN JDD JLD
SCALE: 1"=1'-0"
4 SPACES @ 10'-1•" = 40'-6" 4'-0"6'-9"
WORK LINE
{ MITER POST
I
N T E R C
O S T
A
E
Q
S P
A C E S
B E T
W E
R
D E R
{ LEAF AND DIAPHRAGM
62'-0" { CONTACT
2" } DRAIN HOLES (TYP)
ƒ
2'-7"
{ ARC
{ ARC
1'-3"
LOWER GATE INTERMEDIATE GIRDER
G2 THRU G7
G J L M N
5'-2"
S
T E
U
A N
L I
3'-11‚"
EQ (TYP)
S
T E
D
A N
L I
11'-9"
L
T E
D
A N
L I
INTERCOSTAL (TYP.)
L
T E
U
A N
L I
U.S. GIRDER FLANGE PLATE
6 EQUAL SPACES @ 1'-8‚" = 10'-1•"
R D
A N
G E
S
D.S. GIRDER FLANGE PLATE
DIAPHRAGM WEB PLATE
GIRDER WEB PLATE
11'-8"
I
N T E R C
O S T
A
E
Q
S P
A C E S
B E T
W E
R
D E R S
T
H R
U
DIAPHRAGM WEB STIFFENERS
2'-7"
R ƒ
H
64N448 FOR THICKNESS
SEE SCHEDULE SHEET
SKIN PLATE,
64N452
64N449 64N450 SIM.
7•"
SEE NOTE 3
SPLICE
GIRDER WEB
5'-9Š"
FOR CLARITY
NOT SHOWN
ANCHORAGE
DIAGONAL
64N462
PLATE STIFFENERS SEE
PL †" x 4" THRUST
64N442
12" X 1‚" PL
5. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULE
FOR CLARITY.
4. FENDER AND DIAGONAL ASSEMBLIES NOT SHOWN
G2 HAS NO REQUIRED WEB SPLICES.
3. WEB SPLICE SHOWN APPLIES TO GIRDERS G3 THRU G7.
FOR OTHER GIRDERS, SEE SCHEDULE SHEET 64N448.
2 . U.S. FLANGE SPLICE POINTS SHOWN APPLY TO G2 THRU G7.
FOR OTHER GIRDERS, SEE SCHEDULE SHEET 64N448.
1. D.S. FLANGE SPLICE POINTS SHOWN APPLY TO G2 THRU G7.
- DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
X
LEGEND
{ MITER CONTACT
M A
T
N
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
D.S. DIAPHRAGM FLANGE PLATE
U.S. DIAPHRAGM FLANGE PLATE
U.S. GIRDER FLANGE PLATE
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2
:3
A
M c u s e r s h e c x d e k d o c u m e n t s 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
8 0
0 - - - - -
0 M
M 8
1" = 1' - 0"
CELRL
US Army Corps of Engineers
Louisville District
LOWER GATE
INTERMEDIATE GIRDER PLAN,
JEFF BAYERS
BRIAN HUSTON
QUOIN SIDE, G8 THRU G21
J.COSTELLO
64N438
64N438
G
A N
L I
7"
T E
U
A N
L I
5. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULE
4. FENDER AND DIAGONAL ASSEMBLIES NOT SHOWN
SHEET 64N450.
STIFFENER ON TOP AND BELOW WEB. SEE DETAIL 3 ON
3. GIRDERS 12 THRU 21 HAVE A SPECIAL CENTER LONGITUDINAL
G8 THRU G20 ONLY. SEE SHEET 64N448 FOR OTHER GIRDERS.
2 . U.S. FLANGE SPLICE POINTS SHOWN APPLY TO
G8 THRU G21 ONLY. SEE SHEET 64N448 FOR OTHER GIRDERS.
1. D.S. FLANGE SPLICE POINTS SHOWN APPLY TO
JAN/20
JB BH JMC JAN JDD JLD
PLATE
2" THRUST
4'-0" 6'-9"
{ QUOIN CONTACT
QUOI
N
POST
SCALE: 1"=1'-0"
62'-0" { TO { CONTACTS
R
T S I
R D
E R
F
L A
N G
E
WORKLINE
{ LEAF AND DIAPHRAGM
1' -3
{ ARC
{ ARC
LOWER GATE INTERMEDIATE GIRDER
G8 THRU G21
2'-7"
3'-11‚"
2"
1'-6"
G8 THRU G10 ONLY
WEB SPLICE
G11 THRU G22 ONLY
WEB SPLICE
SEE NOTES 3 AND 4.
STIFFENER.
CENTER LONGITUDINAL
11'-8"
EQ.
(TYP.)
16'-9ƒ"
5'-2"
5'-10‚"
S
T E
L Y
D
A N
L I
8 SPACES @ 5'- 0ƒ"= 40'-6"
D.S. GIRDER FLANGE PLATE
GIRDER WEB PLATE
DIAPHRAGM WEB STIFFENER
(TYP)
2'-7"
T
Y P
T
Y P
(TYP)
INTERCOSTAL (TYP)
4 EQUAL SPACES @ 1'-3‚" = 5'-0ƒ"
R D
A N
G E
S
G
L
T E
D
A N
L I
11'-9"
G
L
T E
D
A N
L I
S
T E
G
G
G
A
L Y
D
A N
L I
END DIAPHRAM WEB
PL. 12"x1‚"
I
N T E R C
O S T
A
E
Q
S P
A C E S
F R
T
H
A N
L I
WEB STIFFENERS
LONGITUDINAL GIRDER 2" } DRAIN HOLES (TYP)
DIAPHRAGM WEB PLATE
PL 12"x1•"
M A
T
N E
I
N
SHT 64N448 FOR THICKNESS
SKIN PLATE, SEE SCHEDULE
64N450
64N464
NOT SHOWN
ANCHORAGE
DIAGONAL
5'-9Š"
LEGEND
- DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
X
64N449
SIM.
64N450
3 64N450
64N449
GGA B
C D
E GF
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
12" x 1‚" PLATE
U.S. DIAPHRAGM FLANGE PLATE
NOT SHOWN
ANCHORAGE
DIAGONAL
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
1" = 1' - 0"
0 11 2FT
SCALE: 1''=1'-0''
US Army Corps of Engineers
Louisville District
LOWER GATE
INTERMEDIATE GIRDER PLAN,
JEFF BAYERS
BRIAN HUSTON
MITER SIDE, G8 THRU G21
J.COSTELLO
64N439
64N439
G
A N
L I
T E
U
A N
L I
7"
6. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULE
5. FENDER AND DIAGONAL ASSEMBLIES NOT SHOWN
STIFFENER ON BOTTOM ONLY. SEE DETAIL 4 ON
4. GIRDERS 8 THRU 11 HAVE A SPECIAL CENTER LONGITUDINAL
STIFFENER ON TOP AND BELOW WEB. SEE DETAIL 3 ON
3. GIRDERS 12 THRU 21 HAVE A SPECIAL CENTER LONGITUDINAL
G8 THRU G20 ONLY. SEE SHEET 64N448 FOR OTHER GIRDERS.
2 . U.S. FLANGE SPLICE POINTS SHOWN APPLY TO
G8 THRU G21 ONLY. SEE SHEET 64N448 FOR OTHER GIRDERS.
1. D.S. FLANGE SPLICE POINTS SHOWN APPLY TO
JAN/20
JB BH JMC JAN JDD JLD
WORK LINE
PLATE
2" THRUST
SCALE: 1"=1'-0"
{ MITER CONTACT
{ LEAF AND DIAPHRAGM
R ƒ
2'-7"
{ OF ARC
{ MITER POST
T
Y P
(TYP)
T
Y P
(TYP)
2'-7"
{ OF ARC
LOWER GATE INTERMEDIATE GIRDER
1'-6"
11'-8"
3'-11‚"
SEE NOTES 3 AND 4.
STIFFENER.
CENTER LONGITUDINAL
G11 THRU G22 ONLY
WEB SPLICE
G8 THRU G10 ONLY
WEB SPLICE
4'-0"6'-9"
EQ. (TYP.)
16'-9ƒ"
5'-2"
8 SPACES @ 5'-0ƒ"= 40'-6"
L
T E
D
A N
L I
11'-9"
G
L
T E
D
A N
L I
S
T E
G
G
G
A
L Y
D
A N
L I
PLATE
12" x 1•"
SIM.
62'-0" { TO { CONTACTS
4 EQUAL SPACES @ 1'-3‚" = 5'-0ƒ"
U.S. GIRDER FLANGE PLATE
DIAPHRAGM WEB PLATE
INTERCOSTAL (TYP)
D.S. DIAPHRAGM FLANGE PLATE,
D.S. GIRDER FLANGE PLATE
S
T E
G
L Y
D
A N
L I
R D
A N
G E
S
STIFFENERS (TYP)
DIAPHRAGM WEB
SIM.
SIM.
5'-10‚"
I
N T E R C
O S T
A
E
Q U
A L
S P
A C E S
F R
T
H
GIRDER WEB PLATE
2" } DRAIN HOLES (TYP)
PLATE STIFFENERS SEE
PL †" x 4" THRUST
T Y
P
1'-3"
M A
T
N
64N442
SHT 64N448 FOR THICKNESS
SKIN PLATE, SEE SCHEDULE
64N450
64N450
64N452
64N449
64N449
64N462
G8 THRU G21
64N450 SIM.
7•"
5'-9Š"
T E
U
A N
L I
LEGEND
X - DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
NMLH J KG
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
PL 1ƒ"x12
PL1‚x12
12'-3"
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
1" = 1' - 0"
US Army Corps of Engineers
Louisville District
BOTTOM GIRDER PLAN,
LOWER GATE
QUOIN SIDE, G22
JEFF BAYERS
BRIAN HUSTON
1 10 2'
SCALE: 1"=1'-0"
J.COSTELLO
64N440
64N440
WEB SPLICE
ASSEMBLY DETAIL
FOR PINTLE AND SEAL
SEE SHT. 64N461 AND 64N482
1'-11ƒ"
G
L
T E
U
A N
L I
6. FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULES,
5. FENDER ASSEMBLIES NOT SHOWN FOR CLARITY.
BETWEEN DIAPHRAGM B & C. SEE DETAIL 5 ON SHEET 64N450.
4. GIRDER 10 HAS A SPECIAL CENTER LONGITUDINAL STIFFENER
FATIGUE EFFECT.
STIFFENERS TO ALLOW FOR DRAINING IN ADDITION TO MINIMIZING
3. ADHERE FATIGUE DETAIL 64N450/6 AT CORNERS OF TRANSVERSE
FOR OTHERS SEE SCHEDULE SHEET 64N448.
2. U.S. FLANGE SPLICES SHOWN HERE FOR G22 ONLY.
FOR OTHERS SEE SCHEDULE SHEET 64N448.
1. D.S. FLANGE SPLICE POINT SHOWN FOR G22 ONLY.
JB BH JMC JAN JDD JLD
XX
{ PINTLE
SCALE: 1"=1'-0"
4'-0"
6'-9"
R D
A N
G E
S
I
N T E R C
O S T
A L S
E
V E
N L
Y
S P
A C E
D
2" THRUST PLATE
{ QUOIN CONTACT
DIAPHRAGM
JACKING
{ ARC
{ LEAF AND DIAPHRAGM
R ƒ
62'-0" { CONTACTS
T
Y P
T
Y P
T
Y P
{ ARC
WORK LINE
LOWER GATE BOTTOM GIRDER
G22 ONLY
A C D
E F G
1'-6"
QUOI
N
POST
3'-11‚"
1'-6"
B
16'-9ƒ"
2' -0
2' -4
1' -0
G
L
T E
U
A N
L I
SEAL LINE
INTERCOSTAL (TYP)
THIS GIRDER ONLY.
WELDED TO TOP OF GIRDER WEB.
LONGITUDINAL STIFFENER PLATE
(TYP)
2'-7"
(TYP)
2"} DRAIN HOLE
8 SPACES @ 5'-0ƒ"= 40'-6"
D.S. DIAPHRAGM FLANGE PLATE
D.S. GIRDER FLANGE PLATE
G
L
T E
D
A N
L I
STIFFENER (TYP)
SEAL SUPPORT
DIAPHRAGM
JACKING & END
STIFFENERS
DIAPHRAGM WEB
GIRDER WEB PLATE
DIAPHRAGM WEB PLATE
NOTE 3
TYP.-SEE
TYP.
PL†x4
STIFFENER
PL1x8 TRANSVERSE
1'-1"
BOTTOM OF GIRDER WEB
STIFFENER WELDED TO
PL1x6 TRANSVERSE
(TYP)
EQ
SEE NOTE 4.
STIFFENER,
CENTER LONG.
2'-0" MAX. SPACING
FLANGE PLATE
U.S. GIRDER
FLANGE PLATE
U.S. DIAPHRAGM
INTERCOSTALS, 4 EQUAL SPACES = 5'-0ƒ" (TYP)
M A
T C
H L I
N
FOR THICKNESS
SEE SHEET 64N448
SKIN PL.
64N450
64N450
64N449
64N482
64N460
64N459
64N464
64N45
SEE NOTES 7 & 8
MOUSE HOLE
SEE NOTES 7 & 8
MOUSE HOLE
SEE NOTES 7 & 8
MOUSE HOLE
SEE NOTES 7 & 8
MOUSE HOLE
SEE NOTES 7 & 8
MOUSE HOLE
NOT SHOWN
DIAGONAL ANCHORAGE
5'-9Š"
7 & 8
SEE NOTES
MOUSE HOLE
SEE DETAIL 6/64N450.
MEMBERS AND ON BOTTOM EDGE OF FACING MEMBERS,
8. MOUSE HOLES ARE 1" RADIUS, CENTERED BETWEEN VERTICAL CROSSING
DRAIN HOLES ARE NOT POSSIBLE.
TO ALLOW FOR DRAINAGE OF WATER FROM GIRDER WEBS WHERE
7. MOUSE HOLES ARE ON BOTTOM GIRDER STIFFENERS ONLY
LEGEND
X - DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS
GXX - GIRDER NUMBERS, SET AT { OF GIRDERS
N
S I
M
10 11
64N459 64N459
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2
:5 c u s e r s h e c x d e k d o c u m e n t s 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
MITER GATES
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
20'-6"
6'-9" 4'-0"
16'-9ƒ"
5'-9Š"
8 SPACES @ 5'-0ƒ"
4•"
(TYP)
2'-7"
T
Y P
T
Y P
T
Y P
R D
A N
G E
S
2'-0" MAX SPACING
4 EQUAL SPACES @ 1'-3‚" = 5'-ƒ"
8 SPACES @ 5'-0ƒ" = 40'-6"
62'-0" { CONTACTS
7‚"
2'-1„"
7•"
Š
12'-3"
1'-3"
2'-0"
2'-4"
1'-0"
3'-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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
CHIEF, - BRANCH
1" = 1' - 0"
CELRL
0 11 2FT
SCALE: 1''=1'-0''
US Army Corps of Engineers
Louisville District
LOWER GATE
BOTTOM GIRDER PLAN,
MITER SIDE, G22
JEFF BAYERS
BRIAN HUSTON
J.COSTELLO
64N441
64N441
M A
T C
H L I
N
DIAPHRAGM
{ LEAF AND
CONTACT
{ MITER
N O
T E
L
E
U
A N
L I
T E
L
E
U
A N
L I
STIFFENER (TYP)
SEAL SUPPORT
FLANGE PLATE
U.S. DIAPHRAGM
SEAL LINE
SEE NOTES 7 & 8
MOUSE HOLE
ON BOTTOM GIRDER ONLY
WELDED TO TOP OF GIRDER WEB
LONGITUDINAL STIFFENERS
WORK LINE
FLANGE PLATE
D.S. DIAPHRAGM
FLANGE PLATE
D.S. GIRDER
(TYP)
LADDER RAIL
PLATE
GIRDER WEB
FLANGE PLATE
U.S GIRDER
FOR THICKNESS
SKIN PLATE SEE SHEET 64N448
WEB SPLICE
GIRDER
I
N T E R C
O S T
A L S
E V E
N L
Y
S P
A C E
D
STIFFENER (TYP)
PLATE 1"x8" TRANSVERSE
SEE NOTES 7 & 8
MOUSE HOLE
N O
T E
L
E
D
A N
L I
JACKING
DIAPHRAGM JACKING
DIAPHRAGM
END &
NOT SHOWN
DIAGONAL ANCHORAGE
7 & 8
SEE NOTES
MOUSE HOLES
GIRDER ONLY
WELDED TO UNDERSIDE OF BOTTOM
1"x6" TRANSVERSE STIFFENER
7 & 8
SEE NOTES
MOUSE HOLES
NOTE 4
STIFFENER SEE
CENTER LONG.
SEE NOTES 7 & 8
MOUSE HOLE
SEE NOTES 7 & 8
MOUSE HOLE
(TYP)
EQUAL
†"x4"
PLATE
PLATE
2" THRUST
ON SHEET 64N460
OF GIRDER WEB SEE DETAILS
GATE STOP WELDED TO BOTTOM
64N462
TYP
64N450
64N460
64N449
64N450
64N459
LOWER GATE BOTTOM GIRDER - G22 ONLY
SCALE: 1"=1'-0"
ON SHEETS 64N450/6.
MEMBERS AND ON BOTTOM EDGE OF FACING MEMBERS, SEE DETAIL
MOUSE HOLES ARE 1" RADIUS, CENTERED BETWEEN VERTICAL CROSSING8.
DRAIN HOLES ARE NOT POSSIBLE.
ALLOW FOR DRAINAGE OF WATER FROM GIRDER WEBS WHERE
MOUSE HOLES ARE ON BOTTOM GIRDER STIFFENERS ONLY TO7.
FOR MEMBER SIZES NOT SHOWN, SEE SCHEDULE, SHEET 64N448.6.
FENDER ASSEMBLIES NOT SHOWN FOR CLARITY.5.
BETWEEN DIAPHRAGM L & M. SEE DETAIL 5 ON SHEET 64N450.
GIRDER 10 HAS A SPECIAL CENTER LONGITUDINAL STIFFENER4.
FATIGUE EFFECT.
STIFFENERS TO ALLOW FOR DRAINING IN ADDITION TO MINIMIZING
ADHERE FATIGUE DETAIL 64N450/6. AT CORNERS OF TRANSVERSE3.
FOR OTHERS SEE SCHEDULE SHEET 64N448.
U.S. FLANGE SPLICES SHOWN HERE FOR G22 ONLY.2.
FOR OTHERS SEE SCHEDULE SHEET 64N448.
D.S. FLANGE SPLICE POINT SHOWN FOR G22 ONLY.1.
NOTES:
GIRDER NUMBERS, SET AT { OF GIRDERS-GXX
DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS AND CONTACT POINTS-
LEGEND
X
PT
PC
R
PLATE
1ƒ"x12"
1‚"x12"
PLATE
N
XX
JAN/20
JB BH JMC JAN JDD JLD
G NMLKJH
DIAPHRAGM
JACKING
JACKING
DIAPHRAGM
END &
PLATE
1ƒ"x12"
R
MITER GATES
GATE STOP
{ MITER POST &
64N485
STOP
{ GATE
MICHAEL F. ZOCCOLA P.E.
BARNEY DAVIS JR. P.E.
W O R
K
P
O I
N T
W
R
K
P
O I
N T
16'-9ƒ"
M I
N2
5'-2"
{ QUOIN CONTACT TO WORK POINT
54'-7•"
T
B
T W
E
R D
E R
S
Q
U
A C
7'-4†"
16'-9ƒ"
W O R
K
P
O I
N T
R
K
P
O I
N T
M I
N2
11'-9"
5'-2"
S
T E
NOTE 3
SEE
7'-4•"
11'-9"
W O R
K
P
O I
N T
R
K
P
O I
N T
M I
N
{ QUOIN CONTACT TO WORK POINT
54'-7•"
W O R
K
P
O I
N T
R
K
P
O I
N T
M I
N
S
T E
NOTE 3
SEE
5'-2"
P
8 0
0 - - - - -
0 M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
CHIEF, - BRANCH
01 1 2FT
SCALE: ƒ''= 1'-0'' ƒ" = 1' - 0"
LOWER GATE
DIAGONALS AND GUSSETS
CELRL
US Army Corps of Engineers
Louisville District
J.COSTELLO
64N442
64N442
SHEET 1 OF 2
PIN
{ GUDGEON
SHEET 64N456
FOR DETAILS SEE
GUDGEON HOOD
SPLICE POINT
(TYP)
POINTS
SPLICE
AND DIAPHRAGM FLANGES
COINCIDENT AND INTEGRAL W/ GIRDER
DIAGONAL SUPPORT PLATE 1" THICK:
SPLICE POINTS
{ G3
{ G1
{ G2
BASE PLATE
QUOIN BLOCK
QUOIN BLOCK
WORK POINT
FOR CLARITY)
(STIFFENERS NOT SHOWN
QUOIN BLOCK SIDE PLATE
A B C
A
U DETAIL
SCALE: ƒ"=1'-0"
0 1
64N432
A B C
SPLICE POINTS
(TYP)
POINTS
SPLICE
POINTS
SPLICE
{ PINTLE
{ G20
{ G21
{ G22
WORK POINT
QUOIN BLOCK
DIAPHRAGM FLANGES
INTEGRAL W/ GIRDER AND
1ƒ" THICK: COINCIDENT AND
DIAGONAL SUPPORT PLATE
SCALE: ƒ"=1'-0"
0 2
64N432
LL DETAIL
L M N
P O I
N T
S P
L I
C E
(TYP)
{ G8
{ G9
{ G12
{ G11
{ G10
BASE PLATE
MITER BLOCK
FOR CLARITY)
(STIFFENERS NOT SHOWN
MITER BLOCK SIDE PLATE
MITER CONTACT BLOCK
(TYP)
PLATE STIFFENER
PLATE †"x4" THRUST
THRUST PLATE
STIFFENER
THRUST PLATE
STIFFENER
S
T A I
L
E E
T
N
P O I
N T
S P
L I
C E
AND DIAPHRAGM FLANGES
COINCIDENT AND INTEGRAL W/ GIRDER
DIAGONAL SUPPORT PLATE 1•" THICK:
(TYP)
SPLICE POINT
(TYP)
SPLICE POINT
(TYP)
SPLICE POINT
L DETAIL
SCALE: ƒ"=1'-0"
1 3
64N432
EQUALLY SPACED BETWEEN GIRDER CENTER LINES.
AND GIRDER FLANGES. THRUST PLATE STIFFENERS SHALL BE
OPENINGS AT EACH BAY ARE DEFINED BY VERTICAL POST FLANGES3.
FENDER ASSEMBLIES AND BRIDGEWAY FRAMING NOT SHOWN FOR CLARITY.2.
SEE SHEET 64N453 FOR DIAGONAL DETAILS.1.
NOTES:
WORK POINT-
GIRDER NUMBERS, SET AT { OF GIRDERS-GXX
AND CONTACT POINTS
DIAPHRAGM LETTERS, SET AT { OF DIAPHRAGMS-
LEGEND
JAN/20
JB BH JMC JAN JDD JLD
XX
X
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:
CHIEF, ENGINEERING - PLANNING DIVISION
:2 c u s e r s h e c x d e k d o c u m e n t s 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
3"R
6"R
6"R 6"R
MITER GATES
ST
AT
EOFWASHINGTON
REGISTERED
P R O
FESSIONAL ENGI
N E
JA
ES
M
ICHAEL COSTELLO
31737
I. LIOU
V. ROUSE
MICHAEL F. ZOCCOLA P.E.
64N442 AND 64N443
SEE 64N432,
US Army Corps of Engineers
Louisville District
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 e k d o c u m e n t s 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
CHIEF, - BRANCH
8M
M06
N_TVA
---CDWMACJAN-
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
LOWER GATE
DIAGONALS
PRESTRESSING
JEFF BAYERS
BRIAN HUSTON
CELRL
J.COSTELLO
64N444
64N444
PRESTRESSING NOTES
GENERAL:
EACH DIAGONAL. THERE ARE TEN DIAGONALS BARS PER LEAF. THE GAGES SHALL BE
8. MODEL CC-225 STUD TENSIONERS (20 REQUIRED) AS MANUFACTURED BY BIACH
SHALL BE DONE FROM THE TOP.
DIAGONAL ACCORDING TO THE OPERATING MANUAL FOR THE TENSIONER. TENSIONING
B. INSTALL THE HYDRAULIC TENSIONERS ON BOTH STUDS OF THE
JAN/20
BH JMCJB
PROCEDURE:
13. INDIVIDUAL DIAGONAL PROCEDURE:
A. TIGHTEN THE NUTS USING A WRENCH TO REMOVE SLACK FROM THE DIAGONAL.
FOR EACH PASS.
D. TIGHTEN THE DIAGONAL NUT UNTIL IT IS WELL SEATED. REPEAT THIS PROCEDURE
STRAIN GAUGE READINGS.
TABLE FOR EACH PASS. RECORD THE AVERAGE STRESS COMPUTED FROM THE THREE
C. PRESSURIZE THE BOLT TENSIONER TO THE GAGE PRESSURE SPECIFIED IN THE
1. A REPRESENTATIVE OF THE CONTRACTING OFFICER SHALL BE PRESENT TO MONITOR
THE PRESTRESSING OPERATION.
2. A QUALIFIED CONTRACTOR REPRESENTATIVE WHO HAS COMPLETED THE INSTALLATION
AND MONITORING OF STRAIN GAGES FOR A MINIMUM OF EIGHT SIMILAR GATE
PRESTRESSING OPERATIONS SHALL INSTALL AND MONITOR STRAIN GAGES ON THE
DIAGONALS.
3. A TRIPLE SET OF ELECTRICAL RESISTANCE STRAIN GAGES SHALL BE INSTALLED ON
INSTALLED SO THAT SIMULTANEOUS READINGS CAN BE MADE OF ALL THE GAGES. A
SPARE STRAIN GAGE SHALL BE PROVIDED FOR EACH DIAGONAL WHILE THE LEAF IS
UNDERGOING THE PRESTRESSING PROCEDURE.
4. THE CONTRACTOR SHALL MONITOR PLUMBNESS OF THE GATE USING SURVEYING
EQUIPMENT. THE INSTRUMENT SHALL BE LOCATED SO THAT THE PLUMBNESS OF THE
MITER AND QUOIN END MAY BE DETERMINED.
THE LEAF SHALL BE SUPPORTED BY THE PINTLE AND TOP ANCHORAGE. THE QUOIN END
OF THE LEAF SHALL BE PLUMB WITHIN ‚". THE GATE SHALL BE SWUNG SEVERAL
TIMES BEFORE THE DIAGONALS ARE TIGHTENED TO MAKE SURE IT SWINGS SMOOTHLY,
AND THAT THE ANCHORAGE AND PINTLE ARE ADJUSTED PROPERLY, AND THAT THE QUOIN
REMAINS PLUMB WHILE SWINGING. BEFORE THE GATE IS TAKEN OFF THE JACKS OR
CRIBBING TO BE SWUNG, THE SLACK IN THE DIAGONALS SHALL BE TAKEN OUT. CARE
THE SLACK CAN BE CONSIDERED REMOVED WHEN THE DIAGONAL DOES NOT BOW IN
OR OUT FROM THE LEAF. NO ATTEMPT SHALL BE MADE TO REMOVE THE SLIGHT
6. THE CONTRACTOR SHALL SUBMIT A PLAN FOR SUPPORTING THE GATE DURING THE
PRESTRESSING OPERATION.
7. THE GATE WILL NATURALLY DEFLECT DURING THE PRESTRESSING OPERATION AND ANY
GUYING CABLES SHALL NOT BE PLACED IN SUCH A MANNER AS TO INHIBIT THIS
DEFLECTION. A DEFLECTION OF THE GATE LEAF IS DEFINED AS A TWISTING SUCH
INDUSTRIES INC., OR APPROVED EQUAL, WITH APPROPRIATE PUMPS, HOSES, AND
PRESSURE GAGES SHALL BE PROVIDED BY THE CONTRACTOR. TWO SETS OF
PUMPS, HOSES, AND PRESSURE GAGES SHALL BE PROVIDED BY THE CONTRACTOR SO
THAT THE POSITIVE AND NEGATIVE DIAGONALS MAY BE TENSIONED
SIMULTANEOUSLY. ALL OF THE STUD TENSIONERS , PUMPS, HOSES
MANIFOLDS, AND PRESSURE GAGES SHALL BECOME THE PROPERTY OF THE
GOVERNMENT AT THE CONCLUSION OF THIS CONTRACT.
ON THIS SHEET.
11. INSTALL THREE STRAIN GAGES ON EACH DIAGONAL AS INDICATED ON THE DIAGRAM
AS INDICATED IN THE TABLE.
THREE PASSES ARE REQUIRED TO ARRIVE AT THE FINAL PRESTRESS VALUES
12. THE POSITIVE AND NEGATIVE DIAGONALS ARE TO BE TENSIONED SIMULTANEOUSLY.
MEETS THE CRITERIA LISTED BELOW.
MORE THAN ‚" FROM TOP TO BOTTOM. THE FINAL STRESS SHALL
AND THE GATE SHALL BE MEASURED FOR PLUMBNESS. PLUMBNESS SHALL NOT VARY
14. ONCE THE SPECIFIED STRESS HAS BEEN ACHIEVED, THE JACKS SHALL BE REMOVED
THAN 6600 PSI OR GREATER THAN 10600 PSI.
D. IF THE FINAL PRESTRESS IN ANY BAR OF THE NEGATIVE DIAGONAL IS LESS
THAN 16000 PSI OR GREATER THAN 20000 PSI.
C. IF THE FINAL PRESTRESS IN ANY BAR OF THE POSITIVE DIAGONAL IS LESS
B. IF ELECTRICAL STRAIN GAGES PROVE DEFECTIVE AND GIVE INACCURATE RESULTS.
A. OUT OF PLUMB MORE THAN ‚" FROM TOP TO BOTTOM.
CONDITIONS EXIST:
16. THE GATE LEAF WILL NOT BE CONSIDERED PROPERLY PRESTRESSED IF THE FOLLOWING
DRAWINGS".
NOTE 16 IS MET. THE RESULTS SHALL BE INCLUDED AS PART OF THE "AS-BUILT
ALL DIAGONALS SHALL BE RECORDED IN THE TABLE PROVIDED AFTER THE CRITERIA IN
17. THE FINAL DIAGONAL STRESSES COMPUTED FROM THE STRAIN GAGE READINGS FOR
18. WHEN PRESTRESS VALUES ARE SATISFACTORY, INSTALL THE DIAGONAL LOCK NUT.
19. DAMAGE TO THE PAINT FROM STRAIN GAGE REMOVAL SHALL BE TOUCHED UP.
OWN WEIGHT.
MADE TO REMOVE THE SLIGHT VERTICAL SAG WHICH WILL ALWAYS EXIST DUE TO ITS
THE DIAGONAL DOES NOT BOW IN OR OUT FROM THE LEAF. NO ATTEMPT SHALL BE
TENSION IS SMALL AS POSSIBLE. THE SLACK CAN BE CONSIDERED REMOVED WHEN
ARE INSTALLED. CARE MUST BE TAKEN SO THAT THE AMOUNT OF INITIAL
10. THE SLACK SHALL BE TAKEN OUT OF THE DIAGONALS BEFORE THE STRAIN GAGES
DIAPHRAGMS TO KEEP THE GATE LEVEL.
RE-LEVELED. FOUR JACKS SHALL BE INSTALLED AT EACH OF THE JACKING
SWUNG SUCCESSFULLY . THE GATE SHALL BE PLACED ON JACKS AND
9. BEFORE THE PRESTRESSING OPERATION BEGINS AND AFTER THE GATE HAS BEEN
5. THE LEAF SHALL BE COMPLETELY ERECTED AND WELDED WITH DIAGONALS IN PLACE.
MUST BE TAKEN SO THAT THE AMOUNT OF INITIAL TENSION IS AS SMALL AS POSSIBLE.
VERTICAL SAG WHICH WILL ALWAYS EXIST DUE TO ITS OWN WEIGHT.
THAT THE MITER END IS OUT OF PLUMB.
ALL MODIFICATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.
SYSTEM OF PRESTRESSING IS ACCOMPLISHED AND DESIRED RESULTS ARE ACHIEVED.
15. THE CONTRACTOR MAY BE REQUIRED TO ALTER THE PROCEDURE UNTIL A SUCCESSFUL
U - L U - L
DIAGONAL
TARGET STRESS (PSI)
FIELD MEASURED STRESS
TARGET STRESS (PSI)
GAGE PRESSURE (PSIG)
FIELD MEASURED STRESS
TARGET STRESS (PSI)
GAGE PRESSURE (PSIG)
FIELD MEASURED STRESS
P A
S S
P A
S S
P A
S S
J A
C K
S
R E
M O
V E
F I
N
TARGET STRESS (PSI)
FIELD MEASURED STRESS
ARE MADE
ALL ADJUSTMENTS
FINAL STRESS AFTER
0 1 1 0
VALUE
PRESTRESS DATA
LOWER GATES
TARGET GAGE PRESSURE (PSIG)
TARGET STRESS (PSI)
FIELD MEASURED STRESS
TARGET STRESS (PSI)
GAGE PRESSURE (PSIG)
FIELD MEASURED STRESS
TARGET STRESS (PSI)
GAGE PRESSURE (PSIG)
FIELD MEASURED STRESS
P A
S S
P A
S S
P A
S S
TARGET GAGE PRESSURE (PSIG)
L - LLL - LL
110 0
12000 12000
1740017400
18000 18000 8600
18000 8600 18000 8600
SCALE: NONE
LOWER GATE DOWNSTREAM ELEVATION
3B
3A
2B
2A
1A 4A
4B
5A
5B
EL. 382.0 TOP OF LOCKWALL
EL. 380.0 { TOP GIRDER
U0
D G
E
N
P O S I T I
V E
I
N B
O A R
D
D I
A G
O N
A L S
N E
G A T I
V E
O U T B
O A R
D
D I
A G
O N
A L S
D I
A G
O N
A
S I T I
V E
I
N B
O A R
D
Q U
O
D
L0
EL. 285.0
TOP OF SILL
{ BOTTOM GIRDER
EL. 286.0
LL1
D I
A G
O N
A L S
N E
G A T I
V E
O U T B
O A R
D
LL0
{ G22
N T
L E
M I
T
D
L1
U1
{ TOP GIRDER
A P
H R
A G
M
NOT TO SCALE
(TYPICAL)
WELDABLE STRAIN GAGE
NOT TO SCALE
DETAIL 1
DIAGONAL
TENSIONERS
TENSIONERS
HOSE
HOSE
MANIFOLDPUMP
TENSIONER ASSEMBLY SCHEMATIC
NOT TO SCALE
TOP
OF
LEAF
D.
S.
U.
S.
L O
L L
DEFLECTION
POSITIVE
UPSTREAMDOWNSTREAM
PLAN
MITER END ELEVATION
SIGN CONVENTION
TENSIONER ASSEMBLY SCHEMATIC
NOT TO SCALE
HYDRAULIC
TENSIONERS
TENSIONERS
HOSE
HOSE
MANIFOLDPUMP
HYDRAULIC
POSITIVE(INBOARD) DIAGONAL NEGATIVE (OUTBOARD) DIAGONALS
NEGATIVE DEFLECTION
IF THERE IS
IN NEGATIVE DIAGONALS
REDUCE TENSION
THEN
IN POSITIVE DIAGONALS
INCREASE TENSION
AND
GATE LEAF
TO ALIGN
POSITIVE DEFLECTION
IF THERE IS
IN POSITIVE DIAGONALS
REDUCE TENSION
THEN
IN NEGATIVE DIAGONALS
INCREASE TENSION
AND
GATE LEAF
TO ALIGN
MITER GATES
1B
MICHAEL F. ZOCCOLA P.E.
1'-3ƒ"
8"
5'-2…"
TOP OF COVER PLATE
8" •"
COVER PLATE
5'-2…" CONTACT BLOCK
8"
•"8"
US Army Corps of Engineers
Louisville District
2 20 4'
SCALE: ƒ"=1'-0"
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 e k d o c u m e n t s 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
CHIEF, - BRANCH
8M
M06
N_TVA
---CDWMACJAN--
INITIAL ISSUE
LOWER GATE
EMBEDDED WALL QUOIN
CELRL
R. NICHOLS
WARREN/HIBBS
J.COSTELLO
64N445
64N445
(TYPICAL)
FOR EPOXY GROUT
DRILL 1"} HOLE
MK. 64N446/1
(CONTACT BLOCKS)
9 SPACES @ 10'-0" = 90'-0"
7‡"
7‡"
7‡"
7‡"
E L
EL. 380.00
{ G1
PASS ƒ" ANCHOR BOLT
DRILL ‡" DIA. HOLES TO
B O
D S
T Y
P
B O
D S
T Y
P
B O
D S
T Y
P
B O
D S
T Y
P
B O
D S ƒ
T Y
P
B O
D S
T Y
P
IN CONTACT BLOCK
ZIGZAG LINE TO BE DRILLED 1„"}
HOLES CONNECTED BY DASHED
(TYPICAL)
ANCHOR
(TYPICAL)
SIDE ANCHOR
(TYPICAL)
ANCHOR
1'-3†" 1'-3•" 1'-3•"
(SPACE INCLUDES SPLICE PLATES)
53 SPACES FOR RIBS @ 1'-8" = 88'-4"
(SPLICE PLATES) 9 SPACES @ 10'-0" = 90'-0"
1'-8" 1'-8"10" 10"1'-6•"11•"
10'-0" SECTIONS) 8 PLACES
(TYPICAL ANCHOR SPACING
1'-8" 10"
3'-10•"
3 SPACES @ 1'-3•" =
4 SPACES @ 1'-8" = 6'-8" 10" 10" 10"
(TYPICAL FOR 10'-0" SECTIONS)
5 SPACES @ 1'-8" = 8'-4"
3'-10•"
3 SPACES @ 1'-3•" =
3'-10•"
3 SPACES @ 1'-3•" =
3'-10•"
3 SPACES @ 1'-3•" = 10" 10"
(TYPICAL FOR 10'-0" SECTIONS)
5 SPACES @ 1'-8" = 8'-4"
4 SPACES @ 1'-8" = 6'-8" 10"3"
11•"
1'-8•"
1'-6•"
8•" 1'-6•"
4 SPACES @ 1'-8" = 6'-8" 10" 10" 10"5 SPACES @ 1'-8" = 8'-4"
(TYPICAL FOR 10'0" CONTACT BLOCK)
5"
5"
T
Y P
T
Y P
(TYP.)
(TYP.)
8•" 1'-6•"2•"
3 SPACES @ 1'-3•" =
3'-10•"
MK. 64N447/11
1"-8UNC-2B SCREW
TAPPED IN CONTACT BLOCK FOR
ZIGZAG LINE TO BE DRILLED AND
HOLES CONNECTED BY SOLID
MK. 64N431/12
ƒ" DIA. CAP SCREW
MK. 64N447/12
FOR ƒ" DIA. CAP SCREW
DRILL AND TAP 3xƒSIDE BARS
ENDS)
(TYP. BOTH
MK. 64N446/2
COVER PLATE,
•" THICK
S
E C
T I
O N
S E
C T I
O N
S C
A L
E ƒ
S C
A L
E ƒ
N
N
REQUIRED: 2
MATERIAL: SEE NOTE 1
SCALE: ƒ" = 1'-0"
EMBEDDED WALL QUOIN
F R
O
V
E W
S I
V
E W
S C
A L
E
S C
A L
E
64N445
2 1
64N446
64N445
L I
A T
E
L I
A T
E
L I
A T
E
L I
A T
E S
GRAPHIC SCALE
JAN/20
RN W/H JMC
ƒ" = 1'- 0"
N
GAP = 0.08 | 0.005 AT GUDGEON.
4. GAP = 0.03 + 0.005/-0 AT PINTLE.
3. INSTALLATION TOLERANCES: |•" VERTICALLY FROM { G1 EL. 390.0.
PLUG HOLE.
FOR 1"} LIFTING EYE BOLT. SUPPLY 1"} BRASS SOCKET HEAD SCREW TO
2. DRILL AND TAP HOLE IN ONE END OF EACH SECTION OF CONTACT BLOCK
1. UNLESS INDICATED OTHERWISE, PLATES ARE A709-08 GR 36 STEEL.
MITER GATES
E L
C O
V
A T
E
B O
T T
95'-2…" (FROM BOTTOM OF COVER PLATE AT TOP TO TOP OF COVER PLATE AT BOTTOM)
E L
MICHAEL F. ZOCCOLA P.E.
Louisville District
1 10 2'
SCALE: 1•"=1'-0"
2 20 4"
SCALE: 6"=1'-0"
1 10 2'
SCALE: 1"=1'-0"
CHIEF, - BRANCH
8M
M06
N_TVA
---CDWMACJAN--
INITIAL ISSUE
KENTUCKY PROJECT
XX
LOCK ADDITION
LOWER GATE
EMBEDDED WALL QUOIN
CELRL
R. NICHOLS
WARREN/HIBBS
J.COSTELLO
64N446
64N446
APPROVED EQUAL
AND DAMS OR
NORDBAK FOR LOCKS
EPOXY GROUT,
1"} LIFTING HOLE (TYP FOR EMBEDDED QUOIN BLOCK SECTION)
MARK: 64N446/2
COVER PLATE,
Š
SECTIONS AND DETAILS
7‡"
5'-2…"
1'-3"
CONCRETE
1ST STAGE
MARK 64N447/20
COUPLING NUT,
4 SPACES @ 1'-8" = 6'-8"
MARK: 64N446/2
COVER PLATE,
MARK: 64N446/3
SPLICE PLATE,
•" THICK PLATE
•" THICK PLATE
{ PINTLE
N T
L E
CONCRETE
2ND STAGE
ƒ
1Ž"
M I
N
& 64N446/1A
64N446/1
CONTACT BLOCK, MARK:
64N446/19
BAR ANCHOR, MARK:
MARK: 64N446/3
SPLICE PLATES,
MARK: 64N446/3
SPLICE PLATE,
MARK: 64N447/11
MARK: 64N447/12
& 64N447/5A
1" PLATE, MARK: 64N447/5
MARK: 64N447/10
64N446/18 ƒ" ANCHOR, MARK: & 64N447/8A
64N447/8
1„" PL., MARK:
& 64N447/9A
64N447/9 ƒ" PL., MARK:
& 64N447/7A
BAR, 2ƒ" xƒ", MARK: 64N447/7
CLEAR WELDS. MARK: 64N446/6
•" RIBS-CLIP INSIDE CORNERS TO
& 64N447/4A
BAR 3"xƒ", MARK: 64N447/4
‚" THICK PLATE
MK. 64N446/15, 16 & 17
2 WASHERS (TYP.)
WITH NUT AND
HEAVY HEX BOLT
ƒ"}x1ƒ"-8UNC-2A
DRILL FOR
10"
T H
D
ANCHOR BOLT
ƒ" DIA.
IN TWO PICES
3"
T H
D ƒ" DIA. ANCHOR BOLT
HEAD OF ANCHOR BOLTS
WELD 4X…X1'-2" PLATE TO
2-3"O.D. WASHERS, MK. 64N447/17
2-STD HEX NUTS, MK. 64N447/16
2-3"O.D. WASHERS, MK. 64N447/17
2-STD HEX NUTS, MK. 64N447/16
COVER PLATE
RIB
TYPICAL SECTION
SCALE: 1" = 1'-0"
REQUIRED: 1 PER QUOIN ASSEMBLY
SCALE: 1" = 1'-0"
REQUIRED: 8 PER QUOIN ASSEMBLY
SCALE: 1" = 1'-0"
REQUIRED: 1 PER QUOIN ASSEMBLY
CONTACT BLOCK
LIFTING EYE BOLT
BOTTOM EMBEDDED QUOIN BLOCK SECTION
TOP EMBEDDED QUOIN BLOCK SECTION MIDDLE EMBEDDED QUOIN BLOCK SECTION
ANCHOR BAR ANCHOR
SCALE: 1•"=1'-0"
SCALE: 1•" = 1'-0"
MARK: 64N446/2
SCALE: 1•" = 1'-0"
MARK: 64N446/6
SCALE: 1•" = 1'-0"
MARK: 64N446/18
SCALE: 1•" = 1'-0"
MARK: 64N446/19
SCALE: 1•" = 1'-0"
EXCEED •"
ASSEMBLED CONTACT BLOCKS SHALL NOT
EMBEDDED PORTION. END GAP BETWEEN
NOTE: MATCH MARK CONTACT BLOCKS TO
MARK: 64N446/1 & 1A
SPLICE PLATE
SET SCREW
SCALE: 1•" = 1'-0"
REQUIRED: 4 EACH SPLICE
MARK: 64N446/3
10"
5 SPACES @ 1'-8" = 8'-4"10" 10"
10'-0"
1'-8‚" ƒ
1'-5‰"
8"
4"
8†"
9…" ƒ
1'-3"
5•" 5" 5"
1'-9"
1'-6"
6" 6"
7•"
1'-3" ƒ
8"
4"
1'-5"
3"
10'-0"
1"}-8UNC
SCALE: 6"=1'-0"
MARK: 64N446/13
MARK: 64N446/14 SET SCREW
NOT IN USE WITH 1"}8UNC-2A x 1"
FOR LIFTING EYE-BOLT. CAP WHEN
DRILL AND TAP 1"}-8UNC-2B x 1‚"
8†"
9…"
4…" ƒ
1"
1"}-8UNC
SCALE: 6"=1'-0"
USE WITH MARK 64N446/1 & 1A
MARK: 64N446/14
GRAPHIC SCALES
3. SHIP ANCHORS LOOSE.
OR THREADS.
GATES. DO NOT PAINT STAINLESS ITEMS
USING THE SAME PAINT SYSTEM AS MITER
2. EMBEDDED QUOIN TO BE SHOP PAINTED
1. SEE SHEET 64N447 FOR QUANTITIES.
JAN/20
RN W/H JMC
SCALE AS SHOWNSCALE:
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…
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