KYL DSLM_Industry Day_Plans_Folio_2.pdf

WATERSTOP TYP.

JOINT TYP.

MONOLITH

EL. 285

JOINT TYP.

MONOLITH

BLOCKOUT

SILL ANGLE

EL. 282

EL. 282

#9 @ 12 EW, T&B

E W

F

#9 @ 12 EW, T&B

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

:5

:5

P 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

R E

L O

W

R

S

IL

L .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Huntington District

EL. 283.5

S T

A

S T

A

S T

A

C

I

N T

L E

S

L

S T

A

M A I

N T

E N

A N

B U

L K

H E

A

L L

L O

W

T

L L

GATE RECESS

GATE RECESS

PLAN

SCALE 1"=10'

M 31

M 30

M 29

M 28 M 27

L 31 L 30

L 29

L 28

L 27

NOTES:

EL.283.5

EL.261

EL.285

EL.272

EL.282EL.282

EL.285

6" CL.

TYP.E

MITER GATE SILL REINFORCEMENT

BULKHEAD SILL REINFORCEMENT

6" CL.

TYP.

NOT SHOWN

LATERAL

DISCHARGE

SECTION A-A

10 100 20FT

SCALE: 1"=10'

FOR NOSING DETAIL SEE SHEET KLLK 21-39.3.

FOR CULVERT LAYOUT SEE SHEET SERIES 61N321.2.

SEE SHEET 61N302-1 & 2.

FOR GENERAL REINFORCING NOTES,1.

CHIEF - BRANCH

XXNXX 8C

C14

N_TVA

---CDWMACJAN-

INITIAL ISSUE

LOCK ADDITION

XX

MMB SAW

SDA & JLY

MMB & ABC

SAW

DOWNSTREAM MONOLITHS

KENTUCKY LOCK

HUNTINGTON DISTRICT

1"=10'

61N302-69

AA

DOWNSTREAM SILLS REINFORCING

MITER GATE SILL REINFORCING

Tennessee River, Mile 22.2

SDA & JLY

#9@12 TYP.

#9@12 TYP.

#9@12 TYP.

#9@12 TYP.

#9@12 TYP.

#9@12 TYP.

#9@12

#9@12

#9@12

#9@12

#9@12

#9@12

#9@12

#9@12

#9 @ 12 EW, T&B

#9@12 #9@12

#9 @ 12 EW, T&B

#9 @ 12 EW TYP.

#9 @ 12 EW TYP.

#9@12

#9@12 EW

#9 @ 12 EW, T&B

#9@12 EW, T&B

CHIEF - BRANCH

XXNXX 8C

C14

N_TVA

---CDWMACJAN-

INITIAL ISSUE

LOCK ADDITION

XX

SAW

MMB & ABC

SAW

DOWNSTREAM MONOLITHS

FILLING AND EMPTYING SYSTEM

DISCHARGE LATERALS

REINFORCING

MMB SAW

HUNTINGTON DISTRICT

1"=10'

61N302-70

SAW

Tennessee River, Mile 22.2

TYP. TYP.

TYP.

T Y

P

N.T.S.

SECTION A-A

TYP.

TYP.

T Y

P

TYP.

TYP.

TYP.

TYP.

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

: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 la t d is c h .D

G N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Huntington District

C C

E

E

C C

E

E

PLAN

A A

SECTION C-C

NOTES:

10 100 20FT

SCALE: 1"=10'

FOR NOSING DETAIL SEE SHEET KLLK 21-39.3.

FOR CULVERT LAYOUT SEE SHEET SERIES 61N321.2.

SEE SHEET 61N302-1 & 2.

FOR GENERAL REINFORCING NOTES,1.

C.J.

EL.285

EL.263.5

SECTION E-E

#9@12 EW

2'-0"3'-6"

5'-6"

7'-0"

4'-4"3'-0"4'-10"

6'-0"9'-2"4'-4"

4'-4"

3'-4"

3'-4"

5" 1'-0"5 T@ 11"=4'-7"

5" 1'-0"

6'-0"

5 T@11" = 4'-7"

4'-4"3'-0"4'-10"

11" 1"

C07

W_TVA

---KLS--0

8:1

DTM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

•" = 1'-0"

MWH

7C

S T

A

J

S T

A

WS

SCALE: •" = 1'-0"

SCALE: •" = 1'-0"

SECTION A-A

SCALE: •" = 1'-0"

SECTION B-B

MISCELLANEOUS DETAIL

EL. 615.0

EL. 611.0

OF WALL

OUTSIDE FACE

(TYP.)

EL. 615.0

EL. 611.0

EL. 600.0

PLAN EL. 614.0

EL. 606.0

R13

UPSUMP PIT

DIFFUSER TRENCH

EL. 609.0

(TYP.)

OUTLET PORTS

EL. 609.0

EL. 611.0

EL. 615.0

SUMP PIT

DIFFUSER TRENCH

EL. 610.0

S

T A

(TYP.)

A A

B

B

EL. 615.0

EL. 610.0

02 1 2 4FT

''=1'-0''2

SCALE:

EL. 611.0

M.J.

(TYP.)

PORTS

OUTLET

R14

R13 R14

ACCESS

MANWAY

CULVERT

ACCESS

MANWAY

CULVERT

OUTLET PORTS, DIFFUSER TRENCH,

CULVERT MANWAY ACCESS-SHEET 1

ACCESS

MANWAY

CULVERT

S

L O

P E

M O

O R I

G

L

O A

T I

N G

M O

O R I

O A

T I

N G

C L C L

REB

NGB

BKL

REB NGB BKL

JUN/17

6" R (TYP)

C

C

SEE 61W510-10

(61W510-229)

(61W510-229)

SEE 61W510-229

FOR REINFORCEMENT

OF CULVERT

INSIDE FACE

NCB

61W510-228-LC

61W510-228-LC

(TYP)

SAFETY NOSING

WS

6" R (TYP)

AS-AWARDED CERTIFIED FINALAS-AWARDED CERTIFIED FINAL

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

JOANNE E. TRAICOFF P.E.

VANESSA C. BATEMAN

US Army Corps of Engineers

Nashville District

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:

AS CONST

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:0

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

W

L C .d g n

DISCIPLINE

INTERFACE

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ACTING CHIEF, ENGINEERING CONST. DIVISION

APPROVED BY:

SUBMITTED BY:

PROJECT

ID

REV

CD

REVIEWED BY: APPROVED BY: ISSUED BY:

DATE

TASK COMPLETED BY: REV NO.

AUTOCAD R

FOSSIL AND HYDRO ENGINEERING

TENNESSEE VALLEY AUTHORITY

R

R

SCALE: EXCEPT AS NOTED

2'-0"1'-6"

5'-6"

1'- 4 3

/4

4'-

3/8

1'- 4 3

/4

2'-0"

7'-0" 14'-4"

2 0 2 4FT

''= 1'-0''8

SCALE:

C07

W_TVA

---KLS--0

8:1

DTM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

MWH

7C

MISCELLANEOUS DETAIL

SCALE: …" = 1'-0"

SECTION C-C

SCALE: ƒ" = 1'-0"

DETAIL -1

CULVERT FLOOR - EL. 611.0

EL. 612.87

EL. 615.62

EL. 610.0

EL. 615.0

EL. 610.0

CULVERT FLOOR - EL. 611.0

EL. 615.62

EL. 612.87

EL. 613.75

EL. 611.0

OUTLET PORTS, DIFFUSER TRENCH,

CULVERT MANWAY ACCESS-SHEET 2

EL. 626.5

REB

NGB

BKL

REB NGB BKL

JUN/17

DETAIL 1

LC

LC

4" DIA. UNWATERING PIPE

(INVERT HP EL. 611.00)

SLOPE ‚ " PER FOOT

EL. 611.0

EL. 615.0

SCALE: ƒ" = 1'-0"

TYPICAL DIFFUSER REINFORCEMENT

#9 @ 12"

#9 @ 12"

#6 @ 9"

#9 @ 12" #9 @ 12"

#9 @ 12"

#6 @ 9"

1 0 1 2FT

''= 1'-0''4

SCALE:

…"=1'-0"

NCB

61W510-229-LC

61W510-229-LC

SUMP RECESS

DIFFUSER TRENCH

AS-AWARDED CERTIFIED FINALAS-AWARDED CERTIFIED FINAL

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

JOANNE E. TRAICOFF P.E.

VANESSA C. BATEMAN

US Army Corps of Engineers

Nashville District

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:

AS CONST

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:0

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

W

L C .d g n

DISCIPLINE

INTERFACE

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ACTING CHIEF, ENGINEERING CONST. DIVISION

APPROVED BY:

SUBMITTED BY:

PROJECT

ID

REV

CD

REVIEWED BY: APPROVED BY: ISSUED BY:

DATE

TASK COMPLETED BY: REV NO.

AUTOCAD R

FOSSIL AND HYDRO ENGINEERING

TENNESSEE VALLEY AUTHORITY

R

R

SCALE: EXCEPT AS NOTED

RM

I

N

3'-0"

MIN

6" 7"

2"

1'-6" 1'-6"

2•"

1•"

3•"

9"

1'-6"

"3

1'-6"

7"

2'-0"

3•"

1'-6"

1'-3"2'-3"

CHAMBER FACE

OF LOCK WALL

EL.

C LADDER

SYMM. ABT.

DETAIL 1

201-13SCALE: 3"=1'-0"

DETAIL 2

201-13

PLAN AT LOCK WALLS

SECTION A

201-13

DETAIL 3

201-13

SECTION B

201-13

SECTION C

201-13

LOCK WALL LADDERS

A

201-13

A

201-13

C

201-13

C

201-13

B

201-13

B

201-13

201-13

201-13

LADDER SPLICE DETAIL

201-13

L

201-13

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

: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 r .d g n

----1

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

LADDER DETAILS

68N201-13

68N201-13

BLACK & VEATCH

10'-0" LONG REBAR

SAME SIZE AND SPACING

WALL REINFORCING

CORNER CAP

CL LADDER RECESS

GUARDRAIL POST

(TYP)

TOP HORIZ.

PROTECTION

TYP

CHS MRJ MFV JLD

CHS

MRJ

MFV

SCALE: 1"=1'-0"

SCALE: 1 •"=1'-0" SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

SCALE: 1•"=1'-0"

SCALE: 3"=1'-0"

SCALE: 1"=1'-0"

LANDSIDE SHOWN

MIDDLE OPP HAND

SCALE: 1"=1'-0"

S P

A C

S P

A C

OF LOCK WALL

CHAMBER FACE

PROTECTION

VERT CORNER

WALL REINFORCING

AND VERTICAL

HORIZONTAL

BAR

3"x•"

LADDER

CL

Y

P

TYP

8" RAD

BAR

1" DIA

AS VERT AND HORIZ

WASHER

3/4" DIA BOLT AND

EXPANSION ANCHOR

CL LADDER

ƒ"DIA BOLT

EXPANSION ANCHOR WITH

BAR 3"x•"

1"DIA STEEL BAR

BAR 3"x•"

1" DIA BAR

BAR 3"x•"

BAR 3"x•"

BOLTS/NUTS 1†"LONG

†" DIA ROUND HEAD

BAR 3"x•"

BAR 3"x•"

SPLICE TO BE LOCATED

IN UPPER HALF OF LADDER

MAXIMUM OF 1 SPLICE

PER LADDER

BAR 2‚"x•"

EL

TYP

3" RAD

7•"RAD

BAR 3"x•"

BAR

1" DIA STEEL

BAR 2‚"x•"

BOLTS/NUTS 1†"LONG

†" DIA ROUND HEAD

BAR 3"x•"

BENT AS SHOWN

BAR 2‚"x•"

CL

SYM ABOUT

TYP

3" RAD

BAR

CL 1" DIA

BOLT (TYP)

EXP ANCHOR

FOR ƒ" DIA

DRILL HOLE

NOT SHOWN

AND WALL ARMOR

PROTECTION

NOTE: CORNER

OF LOCK WALL

CHAMBER FACE

BAR 3"x•"

SPLICE DETAILS

FOR LADDER

TYP

BAR

CL 1" DIA

EL VARIES

LADDER RECESS

BOTTOM OF

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

LG ANGLE

OR 4"X8"X•"X3"

BENT BAR 3"x•"

68N201-12

SEE DRAWING

2" GALV. STEEL

68N201-12

SEE DRAWING

GATE

2" DIA. GALV. STEEL

SEE DRAWING 61N240-6 FOR ANCHOR BOLTS.5.

NOTES & DETAILS.

SEE DRAWINGS 61N240-2 THRU 61N240-9 FOR GENERAL 4.

AND ELEVATIONS OF THE LOCK WALLS.

FOR LOCATION OF LADDERS AT THE LOCK WALLS, SEE PLANS 3.

SPECIFICATION.

HOT DIPPED GALVANIZED CARBON STEEL. SEE

ALL LADDERS, BRACKETS, BOLTS, AND ACCESSORIES TO BE 2.

ALL WELDING SHALL CONFORM TO SPECIFICATIONS.1.

REVISED HANDRAIL AROUND LADDER RECESS

DEC 09 CHS MLG RWC JAN JDD JLD

3"

PROTECTION

STAFF GAGE

3"

SEE DRAWING NO. 68N201-5

CORNER PROTECTION

LOCK WALL

FACE OF

CORNER PROTECTION

1'-5"

1‚" 7‚" 7‚" 1‚"

1'-7"

1"1"

STAFF GAGE PROTECTIONFACE OF LOCK WALL

BRASS OR COPPER (TYP)

(NIC)

LEAD (TYP)

(NIC)

BRASS SCREWS (TYP)

‚" X 1‚" ROUND HEAD

(NIC)

BRASS WASHER (TYP)

(NIC)

OR APPROVED EQUAL (TYP)

‚" } EXPANSION ANCHORS

5"

1"

1" STIFFENER RIB

ƒ" CORNER ARMOR

TO LINE HOOK ANCHORS

#6 ANCHOR BAR SIMILAR

1" DIA. HOLE FOR

1'-5"

7‚"7‚"

WALL ARMOR

LOCATION

STAFF GAGE LOCATIONS

012IN 1FT

SCALE: 1 •''= 1'-0''

06 4 2 6IN

SCALE: 3''= 1'-0''

03 2 1 3IN

SCALE: 6''= 1'-0''

NOTES:

STAFF GAGES

SCALE: 1•" = 1'-0"

ELEVATIONSECTION

EL. VARIES (SEE TABLE)

TOP OF GAGE

EL. VARIES (SEE TABLE)

BOTTOM OF GAGE

NUMBERING AND ELEVATIONS

SEE TABLE FOR

SCALE: NONE

STAFF GAGE NUMBERS

A C

8 SPACES @

TOP OF WALL

GAGE 1

GAGE 2

GAGE 3

GAGE 4

NUMBER

GAGE

335.0

335.0

285.0

285.0

45/380 381.0 11

45/380 381.0 11

381.0 29

344.0 16

OF ZERO

ELEV.

& ELEV.

NUMBER

TOP

GAGE

TOP OF

ELEV.

& ELEV.

NUMBER

BOTTOM

OF GAGE

BOTTOM

ELEV.

SECTIONS

OF 3'

NUMBER

GAGE 4

95/380

58/343

13/348

13/348

9/294

11/296

348.0

348.0

294.0

296.0

STA. 1+55.68

MONOLITH M4

STA. 12+83.15

MONOLITH M26

STA. 14+33.51

MONOLITH M30

5. FOR STAFF GAGE LOCATIONS SEE TABLE THIS SHEET.

MONOLITHS FOR BAR SIZES)

HORIZONTAL WALL REINFORCING. (SEE INDIVIDUAL

4. REINFORCING BEHIND RECESSES, SAME AS VERTICAL AND

FOOT LESS ˆ OF AN INCH IN HEIGHT.

EACH GAGE SECTION, WHICH WILL MEASURE 1/10 OF A

ALLOWANCE TO BE MADE IN THE TOP 1/10 FOOT MARKS ON

WHITE ENAMEL AS SHOWN ON THE DRAWING, THE EXPANSION

THE 1/10 FOOT MARKS ARE TO BE ALTERNATELY BLACK AND

INDICATE THE FOOT MARK AND THE TOP THE HALF MARK.

AS SHOWN SO THAT THE BOTTOM OF THE FIGURES WILL

ON THE DRAWING. THEY ARE TO BE SPACED AND CENTERED

BACKGROUND AND OF THE DIMENSIONS AND TYPE SHOWN

3. ALL FIGURES ARE TO BE BLACK ENAMEL ON WHITE ENAMEL

EDGES AND BOTH SIDES WITH FIRST GRADE ENAMEL.

2. EACH SECTION SHALL BE THOROUGHLY COVERED ON ALL

ENAMEL WHEN THE SECTION IS BEING ATTACHED.

BE OF A TYPE SUITABLE TO PREVENT SPALLING OF THE

OPERATIONS HAVE BEEN COMPLETED. THE EYELETS SHALL

EYELETS FOR ‚" SCREWS, AFTER THE ENAMELING

AS INDICATED, WHICH WILL BE FITTED WITH BRASS

DRAWING. SECTIONS ARE TO BE PROVIDED WITH HOLES

ACCURATELY CUT TO THE DIMENSIONS SHOWN ON THE

GRADE 18 GAGE ENAMELING IRON, EACH SECTION TO BE

1. GAGE SECTIONS ARE TO BE CONSTRUCTED OF THE BEST

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

: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 r .d g n

JLD

UPSTREAM MONOLITHS

KENTUCKY LOCK ADDITION

JAN/20

1•" = 1'-0"

CHIEF, CIVIL DESIGN BRANCH

XX

KENTUCKY PROJECT

8 2

INITIAL ISSUE

- - JAN JDD - - -

N_TVA

04 C

C 8

2 - - - -

MISCELLANEOUS METALS

STAFF GAGES

DETAILS

RWC

DEK

RWC DEK MFV

MFV

68N201-14

68N201-14

REMARKS

(NIC)

(NIC)

SCALE: 6" = 1'-0"

SECTION THRU GAGE

(NIC)

18 GA GAGE SECTIONS

R

STAFF GAGE CORNER PROTECTION

SCALE: 6" = 1'-0"

SECTION

O

C H

H

L

Q

U

A C

E

C H

L

Q

U

A C

E S

SCALE: 3" = 1'-0"

STAFF GAGE MARKING

3•"

3•"

3•"

3•"

ˆ

C L

R

ˆ

C L

R

BRASS SCREWS

EYELETS FOR ‚" DIA.

FITTED WITH BRASS

ALL HOLES TO BE

2"

2"

2"

2"

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

CELRN

MIDDLE WALL ONLY

MIDDLE WALL ONLY

SYMMETRICAL ABOUT CENTERLINE

NOTE: 2 STAFF GAGES RECESSES IN THIS CONTRACT, ONE IN OPTION 2 AND ONE IN OPTION 4.

5/30/13 RWC DEK RWC JAN JDD BSS

(VARIES)

WALL ARMOR

SEE DRAWING NO. 68N201-5

WALL ARMOR

STA. 0+32.50

MONOLITH U1

REVISED STAFF GAGE 1 LOCATION TO STA. O+32.50

IN THE FULLY CLOSED POSITION.

INSTALL TURNBUCKLE WITH MITER GATE

GATE IS OPERATIONAL, CONTRACTOR SHALL

AFTER MITER GATE INSTALLATION AND

5'-0"

C GIRDER 3 AND GIRDER 8

CLOSURE BRACKET LOCATED AT

(ASTM F1145, TYPE 1, GRADE 1)

MINIMUM WORKING LOAD OF 37,000 LB.

2" X 24" GALVANIZED TURNBUCKLE WITH

CLOSURE BRACKET

1'-2"

1" P

2'-6"

TOP OF LOCK WALL

SECOND POUR RECESS

CORNER PROTECTION

CORNER PROTECTION

SECOND POUR RECESS

MONOLITH JOINT SECOND POUR RECESS

CORNER PROTECTION MONOLITH JOINT

TOP OF LOCK WALL

SECOND POUR RECESS

CORNER PROTECTION

TOP OF LOCK WALL

SECOND POUR RECESS

CORNER PROTECTION

C U/S MITER

012IN 1FT

SCALE: 1 •''= 1'-0''

NOTES:

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

: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

C04

N_TVA

---MAMJJL--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

1•" = 1'-0"

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

68N201-15

DEK

DEK NCB

8C68N201-15

CELRN

X

X

MISCELLANEOUS METALS

HOT-DIP GALVANIZED.

1. BULKHEAD RECESS CORNER PROTECTION SHALL BE

J. JUSTIN LONG MICHAEL A. MORRISON NICOLE C. BERGER

JAMES R. WADDLE P.E.

MICHAEL F. ZOCCOLA P.E.

SECTIONS AND DETAILS

GRATING SUPPORT

SCALE: 3" = 1'-0"

MATERIAL: ASTM A709, GRADE 50

MAKE 4

BDS

BDS

SCALE: 1•" = 1'-0"

PLAN

LTYP.

R

06 4 2 6IN

SCALE: 3''= 1'-0''

U/S MITER GATE CLOSURE BRACKET

@ 1'-0" OC (TYP.)

•"DIA. X 6" LONG STUDS

12" O.C. STAGGERED

ANCHOR STRAPS IN PAIRS

2"x‚" x 1'-6" BENT

TYP.

G

TYP.

TYP.

G

BULKHEAD

RECESS

SCALE: 1•" = 1'-0"

SECTION

201-15

C

C

C

SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"

6DETAIL

301-53

L L

A

A

SCALE: 1•" = 1'-0"

301-53

DETAIL

SCALE: 1•" = 1'-0"

L

SECTION

201-15

@ 1'-0" OC (TYP.)

•"DIA. X 6" LONG STUDS

TYP.

12" O.C. STAGGERED

ANCHOR STRAPS IN PAIRS

2"x‚" x 1'-6" BENT

A

B

201-15

B

201-15

L

SCALE: 1•" = 1'-0"

SECTION

201-15

TYP.

G

TYP.

G

BULKHEAD

RECESS

B

DOWNSTREAM

F L

O W

UPSTREAML

GATE

CLOSURE BRACKET DETAIL

1'-0"

1'-6"

4"

5"

8"

6"

2"

1'-0"

16'-8" ƒ

2'-5•"

2'-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

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

: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 r .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

LOCK ADDITION

XX

KENTUCKY PROJECT

8 1

INITIAL ISSUE

- - JJL MAM NCB - - -

N_TVA

04 C

C 8

1 - - - - -

BULKHEAD ELEVATION

SECOND POUR

BULKHEAD

UPSTREAM MONOLITHS

LEN

LEN

MONOLITH U2, L5 OR M5

THIS SIDE IS ETHER

SECTIONS AND DETAILS

LAS

CULVERT BULKHEAD DOGGING DEVICE DETAIL

DOGGING DEVICE DETAIL

SEE CULVERT BULKHEAD

DOGGING DEVICE

SIMILAR POSITION EXCEPT DETAILS ARE MIRRORED.

UPSTREAM CULVERT BULKHEAD IS STORED IN

NOTE:

MONOLITH M4 OR L4

THIS SIDE IS

1„"} HOLE (TYP)

PLAN DOGGING DEVICE

MONOLITH JOINT

NOTE:

SECOND STAGE CONCRETE

SLOPE

MONOLITH JOINT

SCALE: ‚" = 1'-0"

12" 0 5'

SCALE: ƒ" = 1'-0"

12" 0 2'1'6"

SCALE: ‚"=1'-0"

SCALE: ƒ"=1'-0"

MONOLITH JOINT

CULVERT BULKHEAD STORAGE

TYPICAL DOWNSTREAM

SECTION A

201-16

LAS

A

A

SCALE: 1•" = 1'-0"

0 2'1'6"

DETAIL

LIFTING LUG

SEE GUIDE /

CHAIN SUPPORT

EMBEDED STEEL

LINK ALLOW CHAIN

ƒ" GRADE 80 LONG

LUG

LIFTING

GUIDE /

SCALE: 1•"=1'-0"

SLING

QTY: 2 PER SLOT

OR EQUIVALENT

PART NO. 377395T53

LATCH AND CLEVIS

SLING HOOK WITH

SUPERMAX (GR100)

ƒ" McMASTER-CARR

5'-7"

P 1…"x7x1'-4"L

WITH BOLT PIN

ALLOY STEEL SHACKLE

FOR ƒ" CHAIN

GRADE 100 SLING HOOK

SCALE: ƒ"=1'-0"

1…" PL

BULKHEAD

LINK ALLOY CHAIN

ƒ" GRADE 80 LONG

SCALE: ‚"=1'-0"

CHIEF, CIVIL DESIGN BRANCH

68N201-16

68N201-16

JAN/20

‚"= 1'-0"

J. JUSTIN LONG MICHAEL A. MORRISON NICOLE C. BERGER

JAMES R. WADDLE P.E.

MICHAEL F. ZOCCOLA P.E.

LAS LAS

5" THD, 2 HEX NUTS & WASHERS)

ANCHOR BOLT (1"}x3'-6" LONG WITH

R 2• ƒ

EL. 363.00

EL. 380.33

EL. 374.50

16'-8"

2. ALL CHAIN AND FITTINGS SHALL BE GALVANIZED.

61N240-2 THUR 61N240-6.

1. FOR GENERAL NOTES AND TYPICAL DETAILS SEE DRAWINGS

SECOND POUR

CULVERT BULKHEAD DOGGING DEVIC

MISCELLANEOUS METALS

THALLE

12/6/16 SHS SHS JJL MAM NCB

ASBUILT DIMENSIONS AT DOGGING DEVICE, AND SHACKLES ADJUSTMENT.

M7154P.

PART NO. M9154P AND

LONG REACH SHACKLE

COLUMBUS MCKINNON

1" PAINTED

M7154P.

PART NO. M9154P AND

LONG REACH SHACKLE

COLUMBUS MCKINNON

1" PAINTED

CONNECTING LINK

LOK-A-LOY 10 ALLOY

7/8" CROSBY

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:2

:0 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

- 0

8C

C07

N_TVA

---MAMJJL---

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

JAN/20

NCB

J. JUSTIN LONG MICHAEL A. MORRISON NICOLE C. BERGER

JAMES R. WADDLE P.E.

MICHAEL F. ZOCCOLA P.E.

BAR SIZE PER REINFORCEMENT DRAWING

1‚" DIA. SWIVEL HOIST RING

HEX SOCKET

SS PLUG

HOIST RING AND PLUG

4" (TYP)

PANEL REINFORCEMENT

NOT SHOWN FOR CLARITY

S.S. STRAP BAR (TYP)

SECTION

LIFTING DEVICE DETAILS

HOIST RING

PLUG PLAN

T H I

C K

N E

N C

R E

A W I

N G

TYPICAL PRECAST CONCRETE PANEL SECTION

DRILL & TAP FOR 1‚" DIA.

T H I

C K

N E

N C

R E

A W I

N G

1‚"1‚"1‚"

(WORKING LOAD = 7500 POUNDS)

4-#6x4'-6" CENTERED AT EACH

LIFTING DEVICE (LOCATE ONE BAR

ON EACH SIDE) TYP.

68N201-17

68N201-17

CELRN

NONE

DEK

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

MISCELLANEOUS METALS

DEK

HATCH COVER LIFTING DEVICE

DETAILS

CL LIFTING DEVICE

S.S. STRAP BAR

BDS

BDS

TYP.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

S.S. BAR 2‚"x 2‚"

S.S. BAR 2‚"x 2‚"x 0'-7"

1"x‚"x 0'-8" (TYP)

S.S. PLATE ƒ"x 4•"x 4•"

S.S. PLATE ƒ"x 4•" x 4•"

CHIEF, - BRANCH

8C

C06

N_TVA

---NCBMAMJJL--

INITIAL ISSUE

KENTUCKY PROJECT

XX

LOCK ADDITION

UPSTREAM MONOLITHS

LEN

CONCRETE HATCHES

MONOLITH U-1

LAS

61N301-75

61N301-75

MFV

DETAILS

NOTES:

0 11 2FT

SCALE: 1''=1'-0''

06 4 2 6IN

SCALE: 3''= 1'-0''

MACHINERY ROOM ACCESS HATCH

2'-0" TYPICAL AT EACH CORNER 1'-0" TYPICAL AT EACH CORNER

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

DETAIL A

SCALE: 3" = 1'-0"

PIPE CALLERY ACCESS HATCH

6'-0"

#5@12 EW T&B

7'-0" SQ.

OPENING

TOP OF LOCK WALL

10'-0"

OPENING

DETAIL A

ANCHOR STRAPS IN PAIRS

2" x‚" x 1'-6" BENT

11'-0" SQ.

TOP OF LOCK WALL

#5@12 EW T&B

TOP OF LOCK WALL

L4X4X…"

L6X4X…"

#4@12"

C12x20.7

10'-0" MACHINERY ROOM OPENING

ANCHOR STRAPS IN PAIRS

2" x‚" x 1'-6" BENT

TOP OF LOCK WALLL4X4X…"

L6X4X…"

#4@12"

6'-0" PIPE GALLERY OPENING

DETAIL B

SCALE: 3" = 1'-0"

DETAIL B

J. JUSTIN LONG MICHAEL A. MORRISON NICOLE C. BERGER

JAMES R. WADDLE P.E.

MICHAEL F. ZOCCOLA P.E.

MAY/15

1" = 1'-0"

MFV LEN LAS

FOR LIFTING EYE DETAILS

SEE DRAWING NO. 68N201-17 FOR LIFTING EYE DETAILS

SEE DRAWING NO. 68N201-17

5. CONCRETE COVER SHALL BE 1‚" ON ALL FACES.

WITH TOP OF CONCRETE.

OPEN COIL INSERT. TOP OF MOUNTING WASHER TO BE FLUSH

LENGTH OF THE EYE BOLT SHALL BE COORDINATED WITH THE

PROPERLY WITH PLATE WASHER. THE SHANK AND THREAD

4. EYE BOLTS WITH COUNTERSUNK SHOULDER SHALL FIT FLUSH

COIL INSERTS SHALL HAVE MATCHING THREADS.

3. EYE BOLTS, COUNTERSUNK SET SCREWS (PLUGS), AND OPEN

LIMITED TO 30°.

CAPACITY OF 13,500 LBS. LIFTING ANGLE SHALL BE

2. EYE BOLT SHALL HAVE A MINIMUM SAFE WORKING LOAD

61N240-2 THUR 61N240-6.

1. FOR GENERAL NOTES AND TYPICAL DETAILS SEE DRAWINGS

SECTION, SEE DRAWING NO. 68N201-17

TYPICAL PRECAST CONCRETE PANEL

SECTION, SEE DRAWING NO. 68N201-17

TYPICAL PRECAST CONCRETE PANEL

(EXISTING)

(EXISTING)(EXISTING)

@ 1'-0" OC (EXISTING)

•"DIA. X 6" LONG STUDS

(EXISTING)

(EXISTING)

@ 1'-0" OC (EXISTING)

•"DIA. X 6" LONG STUDS

ANCHOR STRAPS IN PAIRS

2" x‚" x 1'-6" BENT

(EXISTING)

(TYPICAL)

ANCHOR STRAPS

(EXISTING)

ANCHOR STRAPS IN PAIRS

2" x‚" x 1'-6" BENT

(EXISTING)

TOP OF LOCK WALL

SCALE: 6" = 1'-0"

DETAIL C

‚" GAP

MAX

‚" GAP

MAX

(CONTRACTOR TO FIELD VERIFY)

(CONTRACTOR TO FIELD VERIFY)

SEE DETAIL C

(INSTALL AFTER COMPLETION)

JOINT FILLER MATERIAL

SEE DETAIL C

(INSTALL AFTER COMPLETION)

JOINT FILLER MATERIAL

ƒ

M I

N

‚" GAP

MAX

…" MIN. JOINT SEALANT

BACKER ROD

‚" DIA. (MIN.) CLOSED CELL

HORIZONTALLY)

(STAGGER BY 6"

•"}x6" STUD @12"

HORIZONTALLY)

(STAGGER BY 6"

•"}x6" STUD @12"

C10x20

THALLE

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:

t d b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

ASBUILT PER REVIEW COMMENT ON 05 5014-69

1 12/6/16 SHS SHS JJL MAM NCB

61N301-75r1.dgn 12/12/2016 12:02:27 PM

EL 377.00

S T

A

S T

A

24'-3"

AA

SECTION B

04 4 8FT

A

A

B

B

B

B

"= 1'-0''16

3SCALE:

EL 370.00

EL 382.00

A A

B B

B B

C C

C C

EL 282.00

EL 373.50

18'-6"

EL 382.00

13'-8"2'-5"

4'-10"

18'-6"1'-11" 1'-11"

EL 380.33

C U

L V

E R

T

301-49 301-49 301-50

301-50 301-50

301-49 301-49 301-50

301-55 301-55

301-55 301-55

301-53 301-53

301-53 301-53

301-55 301-55

301-49

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:2

:2

C

U s e r s s s t a n g le

D o c u m e n t s

C o n t r a c t

D r a w in g s p e c

A s b u il t d r a w in g s

S u b m it t a ls

C o n t r a c t

D r a w in g s

N r .d g n

----3

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

UPSTREAM CULVERT VALVE AND

BULKHEAD RECESSES

PLAN AND SECTIONS

61N301-49

61N301-49

‰" = 1'-0"

CHS MRJ MFV JLD

CHS

MRJ

MFV

EL 297.00

CULVERT

CL

SIM OPP HAND

SHOWN MONOLITHS U2, M4 & M5

NOTE: MONOLITHS U2, L4 & L5

LIMITS

POUR

FIRST

PIPES

12" DIA VENT

EL 382.43

GALLERY

CULVERT

CL

L5

L4

U2

EL 276.00

HR

FLOW

SCH 80

W/ BLIND FLANGE

8" DIA ASTM A53

3'-6" 3'-6"

9'-6"

17'-6" 23'-6"

19'-0"

9'-6"

6'-0" 3'-0"

SCALE:‰"=1'-0"

SCALE:‰"=1'-0"

PLAN

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

NOTES:

68N201-13

SEE DETAIL

LADDER

AND OPENINGS. SEE 68N201-12 FOR DETAILS.

3. HANDRAILS SHOWN ARE TYPICAL FOR ALL MONOLITHS EDGE

2. REFER TO CONCRETE DRAWING FOR DIMENSIONS NOT SHOWN.

NOTES AND TYPICAL DETAILS.

1. SEE DRAWINGS 61N240-2 THRU 61N240-9 FOR GENERAL

SHS SHS JJL MAM NCB

10'-4ƒ"

3'-‚" 7'-6"

2'-0" 2'-0"

PIPES (TYP)

12" DIA VENT

DUCTILE IRON

6" DIA

TYPE Y, OR EQUAL

NO. R-6665-2AP FRAME

FRAME AND COVER "NEENAH"

11•" X 11•" HEAVY DUTY

19'-0"8'-4‚"

EL 282.00

EL 297.00

EL 298.50

EL 300.00

EL 301.50

EL 303.00

EL 303.50

EL 315.70

EL 325.50

EL 327.00

SECTION A

SUMP

EL 310.00 OPTION 6-EL 339.50

BASE BID

EL 276.00

301-49SCALE:‰"=1'-0"

17'-6"

(TYP)

(TYP)

(TYP)

(TYP)

CULVERT

7'-6" 7'-6"

17'-6"

5'-6"

1'-0"

3'-6"

2'-0"

15'-0

EL 318.00

EL 345.17

EL 350.58

EL 347.25

PIPE SLEEVE

4" DIA

4'-2"

2'-5"

11"

HANDRAIL (TYP)

EL 380.33

T Y

P

SLOT NOT SHOWN

HANDRAIL AROUND BULKHEAD

05/20/16 -

THALLE

EL 359.75

REVISED PER ASBUILT. REVISED PER RFI-0048, RFI-0227 & RFI-0232

3 3

61N301-49r3.dgn 11/24/2016 11:23:20 AM

SECTION B

SECTION A

BULKHEAD SEAL FRAME

D

C C

B B

A A

B B

C C

D D

A A

5"

WP

8"

9'-3"

24'-3"19'-0"

14'-0"22'-11 1/2 "25'-0 1/2 "

26.565

EL VARIES

17'-6" 23'-6"

B

B

A

A

T

Y P

T

Y P

1'-6"

1'-6"GALLERY

A A

B B

B B

C C

C C

NOTE:

(TYP)

A

A

7'-6"

BASE BID

OPTION 6

OPTION 1

OPTION 7

3'-3"

15'-0"

CULVERT

CL

BASE BID

OPTION 3EL 310.00

EL VARIES

EL 297.00

EL 374.33

301-49

301-55 301-55 301-49 301-53

301-50

301-53

301-53 301-53

301-53 301-53

301-53 301-53

301-53

D

301-53

301-50

301-55 301-55 301-53 301-53

301-53 301-53

301-53 301-53 30 1-

1-

301-53 301-53

301-53 301-53

301-49

301-50 301-49

301-55 301-55

301-49

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:2

C

U s e r s s s t a n g le

D o c u m e n t s

C o n t r a c t

D r a w in e c

A s b u il t d r a w in g s

S u b m it t a ls

C o n t r a c t

D r a w in g s

N r .d g n

----2

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

UPSTREAM CULVERT VALVE AND

BULKHEAD RECESSES

SECTIONS

KENYUCKY LOCK ADDITION

UPSTREAM MONOLITHS

BLACK & VEATCH

61N301-50

61N301-50

‰" = 1'-0"

CHS MFV

MRJ

MRJ

CHS

MFV

JLD

1'-0" 1'-8"

Y P

SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

EL 276.00

EL 282.00

S T

A

EL 377.00

EL 370.00

STEEL PIPE

VENT SCH 20

12" DIA AIR

M O

N O

L I

T H

J

A T I

O N

EL 327.00

EL 325.50

SHAFT

SIDE OF VALVE

ON LOCK CHAMBER

RECESS SHOWN IS

EL 318.00

EL 315.70

EXCAVATION

FOR CHECKERBOARD

CJ IN M4 BASE BID

EL 303.00

EL 301.50 C

U N

N I

A

EL 317.79

EL 310.00

CL TRUNNION

EL 298.50

EL 300.00

T

Y P

S T

A

LAND

HAND VIEW IS LOOKING TOWARDS

MIDDLE - MONOLITHS SIM OPP

LAND - MONOLITHS & U2 SHOWN

FOR LOCATION

SEE CONC DWGS

SUMP

FLOW

1+46.00

JT STATION

MONOLITH

(TYP)

EL 282.00

DIMENSIONS NOT SHOWN.

SEE CONCRETE DRAWINGS FOR 2.

AND TYPICAL DETAILS.

61N240-9 FOR GENERAL NOTES

SEE DRAWINGS 61N240-2 1.

EL 380.33

FLOW

2'-5•"2'-5•"

NOTES:

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

CULVERT

CL

04 4 8FT

SCALE: 3/16"= 1'-0''

JJL MAM NCBSHS SHS5/20/16

8'-4‚" 10'-4ƒ"

PIPE SLEEVE

4" DIA

2'-9"

4'-2‚"

6'-2"

68N201-11

68N201-9 THRU

SEE DRAWINGS

EMBEDDED METAL

LINER

CULVERT

4'-0"

4'-0"

4'-0"

EL 345.17

EL 347.25

EL 350.58

EL 349.25

EL 350.50

DRAIN PIPE

DUCTILE IRON

6" DIA

345.50

EL

EL 358.50

EL 359.50

EL 365.75

EL 366.50

2'-0"

U2L4L5

L5 L4

U2

EL 298.50

OPP HAND OPP HAND

OPP HAND

OPP HAND

EL 365.55

REVISED PER ASBUILT. REVISED PER RFI-0045 & RFI-0227

61N301-50r3.dgn 11/24/2016 11:20:55 AM

FLOW

" = 1'-0"2

1SCALE:

A

301-51

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

T im e

D a t e

F il e

----2

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

CULVERT BULKHEAD RECESSES

SHEET 1 OF 2

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

61N301-51

61N301-51

SECTIONS

CHS MFV

MRJ

MRJ JLD

CHS

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

12/5/16 SHS SHS

BULKHEAD RECESS @ CL OF SLOT

A

301-51

D

301-53

D

301-53

C

301-53

C

301-53

B

301-53

B

301-53

A

301-53

A

301-53

SCALE: 12" = 1'-0"

SECTION

EL. 374.33

EL. 374.33

EL. 380.33

EL. 382.00

EL. 297.00

1'-6"1'-6"

2'-5•"

3'-4•" 19'-7"

18'-6"

5'-5•"

2'-5•"

18'-8"

EL. 380.33

EL. 382.00

" = 1'-0"2

1SCALE: 301-51

EL. 281.25

SCALE: 12" = 1'-0"

SECTION

EL. 297.00

18'-6"

EL. 282.00

B

10"

EL. 301.00

EL. 305.83

301-51

B

18'-6"

16'-8"

M O

N O

L I

T H

J

O I

A

16'-8"

15'-0"

EL. 281.25

EL. 282.00

EL. 297.00

SECOND POUR

SECOND POUR

SECOND POUR

15'-0"

LC

L V

E R

T

8'-4"

(TYP)

LC

L V

E R

T

NO. 61N301-54

SEE DRAWING

EMBEDDED METALS

NO. 68N201-16

SEE DRAWING

DOGGING DEVICE

EL. 282.00

SECOND POUR

EL. 305.83

JJL MAM NCB

02 1 2 4FT

SCALE: 1/2"=1'-0''

1/2 " = 1'-0"

SECOND POUR

RECESS BEYOND

SECOND POUR

SECOND POUR

SECOND POUR

A

301-51

B

301-51

NOTES:

DRAWINGS 61N240-2 THRU 61N240-9.

1. FOR GENERAL NOTES AND TYPICAL DETAILS, SEE

SUPPLIED BY OTHERS

(SUPPLIED BY OTHERS)

NO. 64N501-1

SEE DRAWING

EMBEDDED METALS

NO. 64N501-1

SEE DRAWING

EMBEDDED METALS

THALLE

MODIFIED METAL NOTE

61N301-51r2.dgn 12/12/2016 11:48:13 AM

02 1 2 4FT

EL. 382.00

SECOND POUR

FLOW

B

B

SECOND POUR

BEYOND (NIC)

2'-0"

EL. 297.00

EL. 282.00

EL. 382.00

15'-0"

EL. 297.00

18'-6"

M4 AND L4)

(ONLY ON MONOLITHS

BULKHEAD AIR SEAL RECESS

1'-9"1'-9"

" = 1'-0"2

1SCALE:

SECTION B

EL. 374.33

1'-0" 10'-1" 1'-0"10'-1"

EL. 345.50

(NIC)

SECOND POUR

EL. 282.00

EL. 297.00

T

Y P

SEE DRAWINGS 61N240-2 THRU 61N240-9.

FOR GENERAL NOTES AND TYPICAL DETAILS, 1.

BEYOND

LADDER RECESS

301-52

301-52

301-52

8"

L V

E R

T

M O

N O

L

IT

H

J

O

IN

T

D S

D S

M O

N O

L

IT

H

J

O

IN

301-55

A

301-55

B

301-55

B

301-55

B

301-53

B

301-53

C

301-53

C

301-53

C

301-55

C

301-55

"=1'-0''2

SCALE:

OPP HAND OPP HAND

OPP HANDOPP HAND

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

T im e

D a t e

F il e

----3

8C

C06

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

BLACK & VEATCH

KENTUCKY LOCK ADDITIONS

UPSTREAM MONOLITHS

CULVERT BULKHEAD RECESSES

SECTIONS

SHEET 2 OF 2

61N301-52

61N301-52

•" = 1'-0"

JLDCHS MRJ MFV

CHS

MRJ

MFV

BLACK & VEATCH

5/30/13 CHS BLW BDS JAN JDD BSS

"2 15'-5

"2 15'-0

(TYP)

6'-10"

DRAWING 61N301-55

SEE SECTION D

EMBEDDED METALS

2'-7"

1'-6" "2 16'-6

1'-6"1'-6" "2 12'-5

1'-6"1'-6"

EL. 380.33

EL. 345.50

EL. 347.25

EL. 349.25

EL. 350.50

2'-3"

"4

1" 1"

LADDER RECESS

EL. 380.33

BULKHEAD SLOT REVISIONS

BULKHEAD RECESS @ CL OF SLOT

NOTES:

JENNIFER L. DICKERSONJOHNATHAN D. DUNCANJAMES A. NIZNIK

BARNEY DAVIS JR. P.E.

MICHAEL F. ZOCCOLA P.E.

61N301-52r3.dgn 4/20/2017 12:53:47 PM

1'-6" 1'-6"2'-5•"

SIM

DETAIL

DETAIL DETAIL DETAIL

DETAIL

301-53

301-53

2 3

301-55

MONOLITH JOINT

CULVERT ROOF

EL. 297.00

1'-6"2'-5•"

DETAIL 6

SECTION A

DETAIL 7

TYPICAL REINFORCING

CULVERT WALL

CULVERT WALL CULVERT WALL

012IN 1FT

SCALE: 1 •''= 1'-0''

SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

5'-5•"

5'-5•"

1'-6"

MONOLITH JOINT

MONOLITH JOINT

11…"

5"

MONOLITH JOINT

SECOND POUR

#6 @ 2' O.C.

SECOND POUR

1'-0"

@ EL. 282.00

4"

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

4"

MIN.

CVR.

10•"

1'-0‡"

6„"

1'-6" 2'-5•"

5'-5•"

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

" 1'-4"

4"

"4"

SECOND POUR

SECOND POUR

4"

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

#6 (TYP.)

CVR.

MIN.

10•"7

P •"(TYP).LL…" STIFF. P

BOLTS @ 12" C/C

ƒ" DIA ANCHOR CL STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

MONOLITH JOINT

11…"

6„"10•"

" 4"

SECOND POUR

SECOND POUR

SECOND POUR

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

10•"

FLOW

FLOW

FLOW

1'-6" 2'-5•"

5'-5•"

1'-6"

BOLTS @ 12" C/C

ƒ" DIA ANCHOR

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

301-53

4" ƒ" DIA CAST-IN-PLACE

ANCHOR

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

1'-6"

1'-0"

FLOW

CL

11…"

5'-5•"

1'-0"

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

4" CVR.

MIN.

SLOPE

MIN.

CVR. 4"

SUPPLIED BY OTHERS

BULKHEAD SEAL FRAME

#6 (TYP.)

L4X4X•"

L

.(TYP)

P •"

1'-4"

1'-0‡"

6„"

S L

O P

E

10•"

DEVICE

BULKHEAD DOGGING

P •"(TYP).L

POUR

SECOND

POUR

SECOND

1'-0‡"6„"

LOCK WALL)

(TOP OF

EL. 382.00

1'-0" 4"

4"

10•"

1'-0‡"

6„"

1'-6"

11…"

5'-5•"

SECOND POUR

@ EL. 282.00

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM 1'-0" 1'-0"

#6 @ 2' O.C.

MONOLITH JOINT

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

5"

SECOND POUR

@ EL. 282.00

10•" 6„"

CL

M I

N

C V

R

LP •"

MONOLITH JOINT

EA SIDE OF WEB (TYP)

STAGGERED O.C.

ENVIRONMENTAL PROTECTION.

4. EXPOSED BARS SHALL BE GALVANIZED FOR LONG TERM

3. ALL TOP OF CONCRETE ELEVATIONS SHOWN ARE FIRST POUR.

2. SEE DRAWING 61N240-6 FOR ANCHOR BOLTS.

NOTES AND TYPICAL DETAILS.

1. SEE DRAWING 61N240-2 THRU 61N240-9 FOR GENERAL

NOTES:

SUPPLIED BY OTHERS

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

FLOW

FLOW

#6 @ 2' O.C.

#6 (TYP.)

SECOND POUR

SECOND POUR

4"

L4X4X•"

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

FLOW

MONOLITH JOINT

MIN.

CVR.

SECOND POUR

ƒ" DIA TYPE F BOLTS

EL. 282.00

FLOW

301-54

301-54

A

301-54

A

301-54

M I

N

C V

R

301-54

301-54

M I

N

C V

R

1'-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 m e

P l t e

F i m e

T im e

D a t e

F il e

----3

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

1•" = 1'-0"

OCT/09

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

CULVERT BULKHEAD RECESSES

SECTIONS AND DETAILS

SHEET 2 OF 3

61N301-54

CHS MFV

MRJ

MRJ JLD

CHS

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

12/6/16 SHS SHS JJL MAM NCB

8C61N301-54

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

TO SEAL FRAME

DO NOT WELD SILL BEAM

SECOND POUR

1'-0"5‚"5‚"

10"

SECOND POUR

5‚"

1'-0"

SECOND POUR

4" 4"

L

301-53

L‚X‚x•(TYP)

L‚X‚x•(TYP)

3 3

L‚X‚x•(TYP)

L‚X‚x•(TYP)

L‚X‚x•(TYP)

L‚X‚x•(TYP)

L‚X‚x•(TYP)

#9 @ 12" E.W.

TYP

#9 @ 12"

#9 @ 12"

L‚X‚x•(TYP)

#9 @ 12" E.W.

#9 (TYP.)

#9 @ 12" E.W.

L‚X‚x•(TYP)

E.W.

#9 @ 12"

#9 @ 12" E.W.

#9 @ 12" E.W.

#9 @ 12" E.W.

L‚X‚x•(TYP)

THALLE

ASBUILT PER RFI-0253 & RFI-0254

9" EMBEDMENT

BOLT @ 12" O.C. VERTICAL

ƒ" DIA STRIGHT ANCHOR

9" EMBEDMENT

BOLT @ 12" O.C. VERTICAL

ƒ" DIA STRIGHT ANCHOR

61N301-54r3.dgn 12/12/2016 12:00:06 PM

FLOW

1'-6"

2'-7"

SECTION A

SECTION B SECTION C

FLOW

C CULVERTL

S T

A

N O

L

IT

H

J

O

IN

T

4'-1"

3'-6"

4"

BASE P NOT SHOWNL

EL 380.33

SLOPE

T

Y P

8"

EL 374.33

SECTION D

D

D

T

Y P

" 5"

C CULVERT L

380.33 TYP

T/CONC EL

VARIES

LOCK ELEV.

TOP OF

345.50 TYP

T/CONC EL

345.50 TYP

T/CONC EL

345.50 TYP

T/CONC EL

345.50 TYP

T/CONC EL

1'-6"

301-54

M O

N O

L

IT

H

J

O

IN

T

FLOW

C CULVERTL

1'-0"

2'-0"

METALS NIC

EMBEDDED

SECOND POUR RECESS

SECOND POUR RECESS

(TYP)

T

Y P

T

Y P

T

Y P

EL281.25

T/CONC

301-49,301-52

380.33 TYP

T/CONC EL

345.50 TYP

T/CONC EL

380.33 TYP

T/CONC EL

380.33 TYP

T/CONC EL

TYP

281.25

EL

T/CONC

T

Y P

T

Y P

T

Y P

301-55

301-55

301-49,301-52

345.50 TYP

T/CONC EL

1'-1"

1'-1"

5" THD, 2 HEX NUTS & WASHERS)

ANCHOR BOLT (1"DIAx3'-6" LONG WITH

1"

301-55

S T

A

N O

L

IT

H

J

O

IN

T

TYP

281.25

EL

T/CONC

EL 282.00

T/CONC

301-49,301-52

2. ALL T/CONC EL ARE FIRST POUR ELEVATIONS

NOTES AND TYPICAL DETAILS.

61N240-2 THRU 61N240-9 FOR GENERAL 1. SEE DRAWINGS

02 1 2 4FT

0 11 2FT

SCALE: 1''=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

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

T im e

D a t e

F il e

----2

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

CULVERT BULKHEAD RECESSES

SHEET 3 OF 3

SECTIONS & DETAILS

61N301-55

61N301-55

BLACK & VEATCH

•" = 1'-0"

CHS MFV

MRJ

JLD

CHS

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

MRJ

SCALE: 1/2''=1'-0''

DRAIN PIPE

DUCTILE IRON

6" DIAMETER

DRAIN PIPE

DUCTILE IRON

6" DIAMETER

"2 12'-4

"2 15'-5"2

12'-5

"2 12'-5

"4 31'-0

CHS BLW BDS JAN JDD BSS

3'-0"

TYP

1'-6"

301-55

DETAIL 1

301-55

1'-6"

CLR

4"

"4

TYP

CLR

4"4

BULKHEAD SLOTS.

347.00' AND 380.33' ON DOWNSTREAM CULVERT

DETAIL APPLICABLE BETWEEN ELEVATIONS

NOTE:

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

" DIA TYPE F ANCHOR 4

#6 @ 2' O.C., TYP

CL ANCHOR BOLTS

"8

BELOW

CULVERT WALL

BULKHEAD SLOT REVISION

5/30/13

" = 1'-0"2

1SCALE:

SCALE: 1" = 1'-0"

SCALE: 3/4"=1'-0"

" = 1'-0"2

1SCALE: " = 1'-0"2

1SCALE:

NOTES:

61N301-55r2.dgn 4/20/2017 12:57:50 PM

3'-6"

1'-8"1'-8"

8•"

15'-9"

1'-8"

7'-4"

4'-11•"

2'-4"

3'-8•"

1'-6"

12'-2"

8'-2"

1'-0"

----3

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

GALLERY

CROSSOVER

MAX UPPER POOL

MIN UPPER POOL

ABOVE PLAN

6" DISCHARGE

MONO U1

LAND WALL

FACE OF

GALLERY

CROSSOVER

(SUMP PUMPS)

CLARITY

SHOWN FOR

HAND RAIL NOT

CLARITY

SHOWN FOR

HAND RAIL NOT

STA. 0+54.00 DS

{ SUMP

ROOM

MACHINE

BRACKET (TYP.)

SUMP PUMP LIFTING

BRACKET (TYP.)

SUMP PUMP LIFTING

EL 382.0 (NOMINAL)

TOP OF LOCK WALL

68N201-1

EMBEDDED PIPING

SHEET 1 OF 2

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

EL 328.88

FRAME AND COVER

HEAVY DUTY MANHOLE

FACE OF LAND WALL

OUTLET REDUCED

12x12x6 TEE WITH

EL 325.88

CL EL 328.88

EL 378.00

EL 377.0

EL 376.0

EL 375.0

EL 346.0

EL 345.0

EL 307.88 - SUMP FLOOR

EL 368.50

EL 307.88 - SUMP FLOOR

EL 378.5

EL 382.0 (NOMINAL)

TOP OF LOCK WALL

68N201-1

JDM

A

201-1

SCALE: NTS

SECTION A

201-1 SCALE: NTS

SECTION B

201-1

A

201-1

C

201-1

INVERT EL 309.00

C

201-1

SECTION C

201-1

EL 333.50

OPTION 2

BASE BID

B

201-1

B

201-1

SCALE: NTS

PLAN AND SECTIONS

NO SCALE

SCALE: NTS

RWB JDM TWL JDL

RWB

TWL

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

ABOVE PLAN

6'x6'

ACCESS SHAFT

PIPE GALLERY

SHS SHS JJL MAM NCB

CL DISCHARGE

EL 369.00

CL 4" DIA DRAIN

9/29/16

STA. 0+46.00 DS

{ ACCESS SHAFT

P I

L L

E

Y

C E

A F

T

A

RELEASE DRAIN

2"} S. ST. RW PRESSURE

6" DIA. D.I., MJ

2"} DIELECTRIC UNION

GENERAL NOTES:

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:4

:0

C

U s e r s s s t a n g le

D o c u m e n t s

C o n t r a c t

D r a w in e c

A s b u il t d r a w in g s

S u b m it t a ls n c r e is c t a l\

C o n t r a c t

D r a w in g s

M t a ls

N r .d g n

12"}, DI, MJ

2"}, S. ST. RW

5'-7•"

OUTLET REDUCED

12x12x4 TEE WITH

12"} DRAIN

4"} DRAIN LINE (DL)

SEE SHEET 68N201-2

4" DRAIN LINE DI, MJ.

PLAN

REDUCER - NOTE 4

4"x2" S. ST.

SPECIFICTIONS SECTION 22 00 01 FOR DETAILS.

FLANGES FOR CONNECTING DISSIMILAR MATERIALS. SEE

PIPE FOR FUTURE CONNECTION. USE DIELECTRIC UNIONS /

4. PROVIDE THREADED UNIONS OR FLANGES AT END(S) OF

SMALLER THAN 3" } SHALL HAVE THREADED CONNECTION.

OR LARGER SHALL HAVE FLANGE CONNECTION. LINES WITH

3. STAINLESS STEEL (S. ST., ASTM A312, SCH. 40) LINES WITH 3"}

CLASS 350 FLANGES.

LINES SHALL HAVE MECHANICAL JOINT (M.J.), CLASS 350 WITH

2. UNLESS OTHERWISE NOTED, DUCTILE IRON (DI, AWWA C151)

61N240-2 THRU 61N240-9.

1. FOR GENERAL NOTES AND TYPICAL DETAILS, SEE DRAWINGS

UNION FLARE

TYLER

{ DRAIN

CONNECTION

SOCKET WELD

STA. 0+41.0O DS

{ DISCHARGE

THALLE

ASBUILT PER RFI-0098 & RFI-0106

68N201-1r3.dgn 11/23/2016 8:44:05 AM

8'-4"

3'-6"

11'-0"

4'-2"

TYP

8"

DUCTILE IRON PIPE

1'-4" DIA

1'-6"

2'-9"

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:4

:2

C

U s e r s s s t a n g le

D o c u m e n t s

C o n t r a c t

D r a w in e c

A s b u il t d r a w in g s

S u b m it t a ls n c r e t a l\

C o n t r a c t

D r a w in g s

M t a ls

N r .d g n

----3

8C

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

OCT/09

ACCESS STAIRWELL

HPU ROOM

MACHINERY ROOM

SHAFT

UTILITY

FACE OF LAND WALL

5'-6"x5'-6"x13'-1" CHAMBER

PLAN

NOTES:

68N201-2

68N201-2

JDM

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

EMBEDDED PIPING

PLAN AND SECTIONS

SHEET 2 OF 2

UTILITY SHAFT

EL 368.5

EL 382'-0"

TOP OF LOCK WALL

EL 378.0

EL 369.00

EL 330.0

MINIMUM LAKE LEVEL

EL 346.0

MACHINERY ROOM

CROSSOVER GALLERY

RECESS

VENT FAN

DRAWING 68N201-1

12" DRAIN LINE SEE

A

201-2

A

201-2

SCALE: NTS

FOR GRATING, N.I.C.

SECTION A

201-2SCALE: NTS

LCT JDM TWL JLD

LCT

TWL

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

SHS SHS JJL MAM NCB9/29/16

WITH INTERNAL CAULK.

8" CAST IRON ROOF DRAIN

S. ST. SCH 40

4"} RW.

DUCTILE IRON PIPE

4"} DRAIN LINE

SEE DWG 68N201-1

DRAIN, S. ST. SCH. 40

2" RW PRESSURE RELEASE

NOTE 2

NOTE 2

S. ST. SCH. 40

4"} RW

FOR CONTINUATION

SEE DWG 68N201-1

4"} DL, DI,

4"} DL, DI

SCALE: ‚" = 1'-0"

12" 0 5'

‚" = 1'-0"

{ OF 2" & 4" RW LINES

EL 377.0

EL 374.5

ABBREVIATIONS:

OF PIPE TO JOINT DISSIMILAR MATERIALS IN THE FUTURE.

2. PROVIDE DIELECTRIC THREADED UNIONS OR FLANGE AT END(S)

61N240-2 THRU 61N240-9 AND 68N201-1.

1. FOR GENERAL NOTES AND TYPICAL DETAILS SEE DRAWINGS

DI: DUCTILE IRON

DL: DRAIN LINE

S. ST: STAINLESS STEEL

NOTE 2

NOTE 2

STA. 0+17.33DS

{ OF UTILITY PUMPS & CHAMBER

STA. 0+47.00 DS

{ OF UTILITY SHAFT

SEE DRAWING 68N201-1

6"} LINE NOT SHOWN FOR CLARITY

12"} DL SHOWN

THALLE

FITTING

WELD

SOCKET

ASBUILT PER RFI-0106 & RFI-0218

68N201-2r3.dgn 11/23/2016 8:42:23 AM

18'-8"

19'-7"

16'-8"

GRATING

GRATING SEE NOTE 2

HEAVY DUTY WELDED STEEL

MONOLITH JOINT

10'-9"

9'-10"

4'-11"

GRATING SEE NOTE 2

HEAVY DUTY WELDED STEEL

W10X49

GRATING

W10X49

19'-5•"

C HANDRAIL AND BEAM

C HANDRAIL

GRATING SEE NOTE 2

HEAVY DUTY WELDED STEEL

W6x25

GRATING

5•" 3" ƒ" GROUT

W/ 8" EMBEDMENT

ƒ"} ANCHOR BOLTS

1'-2ƒ"

W6x25

(TYP.)

6" BEARING BAR

(TYP.)

CROSS BARS

GRATING REMOVAL

C ƒ" EYE BOLT FOR

" GRATING CROSS BARS (TYP.)

BEARING BAR (TYP.)

6"x…" GRATING

@ 1'-0" OC (TYP.)

•"DIA. X 6" LONG STUDS

12" O.C. STAGGERED

ANCHOR STRAPS IN PAIRS

2"x‚" x 1'-6" BENT

1'-0" 1'-0"

SPACED 9" APART

(2) #7 BARS x 4'-3"

BASE P ƒx7 x 1'-3"

L4x6x•"

@ 1'-0" OC (TYP.)

•"DIA. X 6" LONG STUDS

7'-3"

7'-9"

W10X49

GRATING

ON DRAWING 61N301-8

FOR FRAME DETAILS SEE SECTION E

P •"x 2• x 3•"

L4x6x•"

L6x6x•"

L3x3x•" x 1'-3" LONG

L6x6x•"

L4x6x•"

P •"x 2• x 3•"

S P

A N

S P

A N

SPAN

(TYP)

(TYP)

A A

AA

C C

B B

A A

SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

O W

201-18201-18

201-18 201-18

201-18201-18

8 L

C U

L V

E

V

L V

C E

S S

L

5•"4"

AROUND HANDRAIL POSTS

BOXOUT GRATING

BACK GOUGE

L

1‰" (TYP.)

SPACING

BEARING BAR

TYP.

THREADS SHALL MATCH EYE BOLT

ƒ" FLAT HEAVY SQUARE NUT

SHALL BE 5200 LBS

MINIMUM WORK LOAD LIMIT

LENGTH AND 4" THREAD LENGTH.

ƒ" EYE BOLT WITH 8" SHANK

SCALE:•" = 1'-0"

CULVERT VALVE MACHINERY GRATING COVER

SCALE:•" = 1'-0"

SCALE:•" = 1'-0"

U/S CULVERT BULKHEAD SLOT COVER

UTILITY PUMP RECESS GRATING COVER

NOTE:

OVER MONOLITH JOINT

ANGLE FRAME SHALL NOT BE CONTINUOUS

SCALE: NTS

GRATING PICK UP DETAIL 012" 6" 1'

SCALE: 1" = 1'-0"

12" 0 1' 2' 4'3'

SCALE: •" = 1'-0"

4" 5•"

SECTION A

201-18

SECTION B

201-18

SECTION C

201-18 SCALE: NTS

SECTION D

201-18

CLEAR

GRATING PLAN

DD

5•"4"

L

MAX.

•" GAP

MAX.

•" GAP

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

: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 r .d g n

----1

C04

N_TVA

---MAMJJL--

INITIAL ISSUE

KENTUCKY PROJECT

XX

CHIEF, CIVIL DESIGN BRANCH

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

68N201-18

MFV LASLEN NCB

MFV

LAS

8C68N201-18

•" = 1'-0"

LEN

J. JUSTIN LONG MICHAEL A. MORRISON NICOLE C. BERGER

JAMES R. WADDLE P.E.

MICHAEL F. ZOCCOLA P.E.

GRATING COVERS

MISCELLANEOUS METALS

SECTIONS AND DETAILS

SCALE:•" = 1'-0"

GALLERY EXHAUST FAN RECESS GRATING COVER

S P

A N

NOTE: 4 EYE BOLT PICKUPS REQ'D PER GRATING PANEL

E E

201-18201-18

SECTION E

201-18

MAX.

•" GAP

SCALE: 1"=1'-0"

SEE NOTE 3

WELDED STEEL GRATING

NOTE:

CROSSBARS SPACED AT 2" ON CENTER (19-W-2). ALL GRATING SHALL BE BANDED. GRATING

SHALL BE GALVANIZED. PANELS SHALL BE SIZED SUCH THAT PICKUP EYEBOLTS AND GRATING

ARE NOT OVER STRESSED WHEN REMOVING AND INSTALLING GRATING PANELS.

1. FOR GENERAL NOTES AND TYPICAL DETAILS SEE DRAWINGS 61N240-2 THRU 61N240-6.

2. USE HEAVY DUTY WELDED STEEL GRATING WITH 6"x…" BEARING BARS AT 1‰" ON CENTER AND

3. USE HEAVY DUTY WELDED STEEL GRATING WITH 3"x‚" BEARING BARS AT 1‰" ON CENTER AND

SHALL BE GALVANIZED. PANELS SHALL BE SIZED SUCH THAT PICKUP EYEBOLTS AND GRATING

ARE NOT OVER STRESSED WHEN REMOVING AND INSTALLING GRATING PANELS.

CROSSBARS SPACED AT 4" ON CENTER (19-W-4). ALL GRATING SHALL BE BANDED. GRATING

THALLE

12/6/16 SHS SHS JJL MAM NCB

ASBUILT PER RFI-0256 & RFI-0256

L

TYP. 1