RTA_-_Certified_Final_Tplans_Melton_Hill_Lock_Raw_Water_System_Rehabilitation.pdf

US Army Corps of Engineers

Nashville District

W912P5-17-X-XXXX

July 2017

Tennessee River Basin

CONTRACT DRAWINGS: REFERENCE DRAWINGS:

Submitted:

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Project Engineer

Approval Recommended:

Vanessa C. Bateman P.E., P.G.

Chief, Civil Design Branch

Approved:

Robert W. Baulsir III P.E.

Chief, Electrical/Mechanical Section

Bradley J. Cressman

Clinch River

Lenoir City, Tennessee

Plans For Melton Hill Lock

Raw Water System Rehabilitation

RTA - Certified Final

65W303

65W302

65W301

67W409 R4

67W408 R5

67W407 R5

67W406 R5

67W405 R8

67W303

67W302

67W301

DEMO DRAWINGS:

O2-CR-27/2

O2-CR-27/1

67N427 R4

67W409 R2

67N408 R3

67N407 R3

67N406 R3

67N405 R6

68N237 R4

68N233 R7

68N232 R7

67N206 R2

67N205 R2

65W747 R2

65N816 R6

65N752 R4

65N750 R4

65N744 R4

65N734 R4

65N730 R6

65N724 R7

65N200 R3

61N257 R4

61N256 R5

61N254 R4

ELECTRICAL, WASH DOWN & GATE SPRAY PUMPS, CABLE SCHEDULE & PANEL LAYOUT

ELECTRICAL, PUMP POWER, CONDUIT LAYOUT

ELECTRICAL, WASH DOWN & GATE SPRAY PUMPS, WIRING SCHEMATIC

MECHANICAL, AIR AND WATER LINES, EXPOSED - SHEET 4

MECHANICAL, AIR AND WATER LINES, EXPOSED - SHEET 3

MECHANICAL, AIR AND WATER LINES, EXPOSED - SHEET 2

MECHANICAL, AIR AND WATER LINES, EXPOSED - SHEET 1

MECHANICAL, AIR AND WATER LINES, EMBEDDED

MECHANICAL, WASHDOWN & GATE SPRAY PUMPS, PUMP LAYOUT - SHEET 2

MECHANICAL, WASHDOWN & GATE SPRAY PUMPS, PUMP LAYOUT - SHEET 1

MECHANICAL, WASHDOWN & GATE SPRAY PUMPS, PIPING SCHEMATIC

FIRE BOX, SUPPORT FRAMES & ANGLES

REVISED FIRE PROTECTION EQUIP

MECHANICAL, AIR, WATER & DRAIN LINES, SHEET 3

MECHANICAL, AIR & WATER LINES, EXPOSED - SHEET 4

MECHANICAL, AIR & WATER LINES, EXPOSED - SHEET 3

MECHANICAL, AIR & WATER LINES, EXPOSED - SHEET 2

MECHANICAL, AIR & WATER LINES, EXPOSED SHEET 1

MECHANICAL, AIR AND WATER LINES, EMBEDDED

MISCELLANEOUS STEEL, HANDRAILING, ALTERATIONS & ADDITIONS

MISCELLANEOUS STEEL, HANDRAILING, PLAN & DETAILS SHEET 2

MISCELLANEOUS STEEL, HANDRAILING, PLAN & DETAILS SHEET 1

MECHANICAL, ANCHORS, HANGERS & MISC DETAILS, SHEET 2

MECHANICAL, ANCHORS, HANGERS & MISC. DETAILS, SHEET 1

WIRING DIAGRAMS, 480V AUX. PWR - SPR VALVES, CONNECTION DIAGRAMS

CONDUIT & GROUDING, UPPER END, PLAN & DETAILS

WIRING DIAGRAMS, 480V AUXILIARY BOARD PNLS 3,4 & 5, CONNECTION DIAGRAM SH-2

WIRING DIAGRAMS, 480V AUXILIARY BOARD PNLS 1 & 2, CONNECTION DIAGRAM SH-1

WIRING DIAGRAMS, 480V AC AUXILIARY POWER, CONNECTION DIAGRAM SH-3

WIRING DIAGRAM, AUXILIARY POWER, SCHEMATIC DIAGRAMS SH - 4

WIRING DIAGRAMS, AUXILIARY POWER, SCHEMATIC DIAGRAMS SH-2

WIRING DIAGRAMS, 480 A-C AUXILIARY POWER, SINGLE LINE

ELECTRICAL EQUIPMENT, GENERAL ARRANGMENT, PLANS

CONCRETE, BLOCK L-3, OUTLINE & REINFORCEMENT - SHEET 2

CONCRETE, BLOCK L-3, OUTLINE & REINFORCEMENT - SHEET 1

CONCRETE, BLOCK L-2, OUTLINE & REINFORCEMENT

RW

RW

4"RW

RW

LEGEND

RW

RW

GENERAL NOTES:

4" RW

NOT TO SCALE

P

P

4"} PIPE

FLOW

P

M

6"} PIPE

6"} STRAINER

MK. 67W302C

TEE FITTING

6" x 4" x 4"

ABBREVIATIONS:

RAW WATER

N.O.

BALL VALVE

N.C.

BALL VALVE

DRIP BALL VALVE

MOTOR ACTUATED VALVE

PUMP

1•"

RELEASE VALVE

3"} PRESSURE

MK. 67W302D

SEE DWG 67W302 FOR DETAILS.

WASHDOWN PUMP

MK. 67W302B

SEE DWG 67W302 FOR DETAILS.

GATE SPRAY PUMP

MK. 67W302A

3" PIPE

RW

W/ BALL VALVE

PRESSURE GAUGE

A COMPRESSED AIR

M

3"

M

MK. 67W302J (TYP.)

0.5" DRIP BALL VALVE

MK. 67W302H (TYP.)

(NO)

1" DIA. BALL VALVE

MK. 67W302H (TYP.)

(NC)

1" DIA. BALL VALVE

MK. 67W302K (TYP.)

1" DIA. HOSE COUPLING

MK. 67W302K (TYP.)

1" DIA. HOSE COUPLING

MK. 67W302H (TYP.)

1" DIA. BALL VALVE

MK. 67W302H (TYP.)

1•" DIA. BALL VALVE

RW2"

SCHEMATIC DIAGRAM FOR RAW WATER

SEE DWG 67W407

RIVERWALL GALLERY

PIPE IN

SEE DWG 67W407

CROSS-OVER GALLERY

PIPE IN

AIR VALVE

3" DIA. COMBINATION

MK. 67W302E

AIR VALVE

3" DIA. COMBINATION

MK. 67W302E

67W302H (TYP. OF 3)

1" DIA. BALL VALVE

PRESSURE GAUGE W/

3"} CHECK VALVE

MK. 67W302G

6"} CHECK VALVE

MK. 67W302G

6"} GATE VALVE

MK. 67W302F

3"} GATE VALVE

MK. 67W302F

SEE DETAIL B ON DWG 67W302 (TYP.)

FIRE HOSE CABINET PIPING

(TYP. OF 2)

& VACUUM VALVE

2" DIA. AIR

MK. 67W302E

(TYP. OF 2)

MK. 67W302H

2" DIA. BALL VALVE

(TYP. OF 2)

W/ ACTUATOR

3"} BALL VALVE

MK. 67W302I

MK 67W302H.

W/ 1" DIA. BALL VALVE

MK 67N409B (TYP. OF 2)

3" DIA. STRAINER

4"RW

SEE DWG 67W406

LANDWALL GALLERY

PIPE IN (TYP. OF 9)

SEE DETAIL A ON DWG 67W302

HOSE COUPLING ASSEMBLY

(TYP. OF 9)

SEE DETAIL C ON DWG 67W302

DRIP BALL VALVE ASSEMBLY

6. SEE DWG'S 65W301-65W303 FOR DETAILS OF CONTROL SYSTEM AND CABLE SCHEDULE.

DIA. AND LARGER SHALL HAVE FLANGED CONNECTION.

5. VALVES WITH 2.5" DIA AND SMALLER SHALL HAVE THREADED CONNECTION. VALVES WITH 3.0"

(SAME AS THE CURRENT SYSTEM) TO AVOID INTERFERENCE WITH THE CURRENT ACCESS LADDER.

4. THE 6" RAW WATER (RW) LINE AT ACCESS SHAFT (DWG 67N408) CAN HAVE WELDED CONNECTION

TO EASE INSTALLATION (SAME AS THE CURRENT SYSTEM).

3. THE 3" RAW WATER (RW) LINE AT LOWER GATE (DWG 67N409) CAN HAVE THREADED CONNECTION

(STANDARD FLEXIBLE COUPLING) AND STYLE 72 (OUTLET COUPLING).

SHALL HAVE VICTAULIC FITTINGS, STYLE 07 (ZERO-FLEX RIGID COUPLING), STYLE 77

2.5" DIA. AND SMALLER SHALL HAVE THREADED CONNECTION. PIPE WITH 3" DIA. AND LARGER

2. FITTINGS: VICTAULIC FITTINGS OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, PIPE WITH

1. PIPE: ASTM A53, SCH. 40, SEAMLESS, GALV. STEEL.

EXIST. FHC

AKA: ALSO KNOWN AS

N.C.: NORMALLY CLOSED

N.O.: NORMALLY OPEN

EL: ELEVATION

STA: STATION

JT: JOINT

MONO: MONOLITH

MK: MARK NUMBER

CI: CAST IRON

FHC: FIRE HOSE CABINET

EXIST: EXISTING

EQUIPMENT LAYOUT

SEE DWG 67W302 FOR

APPROVAL PRIOR TO START WORKING.

11. DETAILS OF CONCRETE DRILLING AND CHIPPING SHALL NEED TO BE SUBMITTED FOR

IN THE EXISTING PUMP ROOM.

SOCIETY OF THE VALVES AND FITTINGS INDUSTRY (MSS). PROVIDE NEW PIPE SUPPORTS

TO MEET INTERNATIONAL PLUMBING CODE (ICC) AND MANUFACTURERS STANDARDIZATION

BE REPLACED BY THE CONTRACTOR. PROVIDE ADDITIONAL PIPE SUPPORTS AS REQUIRED

ALL PIPE CLAMPS, PIPE HANGERS, U-BOLTS, BOLTS, NUTS, WASHERS, ETC. SHALL

10. PIPE SUPPORTS - ANCHOR BOLTS AND PIPE BRACKETS SHALL BE RETAINED AND PAINTED.

9. FIRE HOSE CABINET HOUSING AND FRAME SHALL BE RETAINED.

EQUIPMENT, ETC. FOR THE RAW WATER SYSTEM SHALL BE NEW.

8. UNLESS OTHERWISE NOTED, ALL PIPING, FITTINGS, PIPE SUPPORTS, SECURITY FENCE,

NO EXIST. RW LINES SHALL BE REUSED FOR THE NEW RAW WATER SYSTEM.

7. ALL EXIST. EMBEDDED PIPE TO FIRE HOSE CABINET SHALL BE REMOVED OR CUT AND CAP.

O N

D W

G

W

S E

C T I

O

A

A

B

B

D W

G

W

S

T A I

L

P

T

A

U

F

H

C

G

W

C T I

L

D W

G

W

S

T A

A

U

D W

G

W

S

T A

B

A

D W

G

W

S

T A

G

A

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t i m e

P l a t e

F i l e m e

:4

:1

M c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

67W301 M

M04

W_TVA

---MACRWT-0

067W301

XX

HAH

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

NOT TO SCALE

CHIEF, CIVIL DESIGN BRANCH

BRAD CRESSMAN

BJC-LCT

RAW WATER SYSTEM REHAB

MECHANICAL

WASHDOWN & GATE SPRAY PUMPS

PIPING SCHEMATIC

BJC BJC-LCT

SEE DWG 67W409 (TYP.)

SPRAY NOZZLES

FOR DETAILS OF

LCT

LCT

CELRN

VANESSA BATEMAN P.G, P.E.

JAMES R. WADDLE P.E.

MARVIN A. CONESRUSSELL W. TOMPKINSHUSEIN A. HASAN

JUL 17

8'-0" MIN

2'-7"|

LOCK�

S T

A

.0 D

P

IN

T L E

A

.0 D

A

IR

W

A T E

R R

E C

E

� S

A

.5 D

A

IR

W

A T E

R R

E C

E

T

A

.5 D

R E

C E S S

A

IR

W

A T E

R

S T

A

B A S

E L

IN

E O

F D

A M L13

R13 R12

L12

R11

L11

R10

L10

R9

L9

R8

L8

R7

L7

R6

L6

R5

L5

R4

L4

R3

L3

M2

M1

R2

L2

R1

L1

FLOW

DESCRIPTIONMARK

REQ'D

NO.

NOTES:

EL. 805.25

BUILDING

OPERATIONS

VANESSA C. BATEMAN

61N256

L3

61N254

L2

N

JAMES R. WADDLE P.E.

MK. 67W302A

MK. 67W302B

MK. 67W302C

MK. 67W302D

MK. 67W302E

MK. 67W302F

MK. 67W302G

MK. 67W302H

ACCESS SHAFT

MK. 67W302J

RW 2"

A ƒ" EXIST.

61N254

HYDRANT RECESS

RECESS

GATE MACHINERY

RW 4"

3" DIA.

MK. 67W302E (TYP.)

RW 4"

SEE DWG 67W408 FOR DETAILS

BELOW SURFACE EL. 767.00

PUMP ROOM

FOR PIPE CONT.

ƒ" AIR. SEE DWG 67W408

4" RW

R

6x4x4 TEE

LINK SEALS

GRATING

ACCESS SHAFT

EQUIPMENT

DETAIL A

HOSE COUPLING ASSEMBLY

NOT TO SCALE

NC

RW3" OR 4"

DETAIL A

NO

RW

RW

3" OR 4"

1"} RW

NC

4'-2"|

SCALE: 1" = 1'-0"

RW

NC

TYP. OF 4.

NEW 200' OF 1•" HOSE.

KEEP EXIST. HOSE REEL FRAME

1" DIA. BALL VALVE

MK. 67W302H (TYP. OF 4)

1" DIA. HOSE COUPLING

MK. 67W302K (TYP. OF 4)

DETAIL B

(IN GALLERY ONLY)

GALLERY GUTTER.

DISCHARGE TO

DETAIL C

DRIP BALL VALVE ASSEMBLY

TYP. OF 4

OR 1" DIA. GATE VALVE

1" DIA. BALL VALVE

MK. 67W302H

GOULDS PUMP, MODEL VIT-CFFM, SIZE 13RAHC OR APPROVED EQUAL.

HEAD, 500 GPM, 75 HP, 1800 RPM, 460V, 3-PHASE, 60HZ, 4-STAGES,

GATE SPRAY PUMP: VERTICAL LINE-SHAFT TURBINE, RATED FOR 340 FT

RATED 200 PSI.

STRAINER: 6" DIA. MANUAL DUPLEX BASKET TYPE BY EATON, MODEL 50.

VALVE SHALL BE SET AT 145 PSI.

PRESSURE RELIEF VALVE: 3" DIA. ROSS VALVE, MODEL 20WR.

GOULDS PUMP, MODEL VIT-CFFM, SIZE 6CLC OR APPROVED EQUAL.

HEAD, 125 GPM, 20 HP, 3600 RPM, 460V, 3-PHASE, 60HZ, 6-STAGE,

WASH DOWN PUMP: VERTICAL LINE-SHAFT TURBINE, RATED FOR 330 FT

2" DIA. AIR & VACUUM VALVES, CRISPIN VALVE, SERIES AL.

3" DIA. COMBINATION AIR VALVES, CRISPIN VALVE, SERIES UL.

WEDGE GATE VALVE BY AMERICAN FLOW CONTROLS, SERIES 2500.

GATE VALVES: 3" DIA. ( REQ'D: 1), 6" DIA. (REQ'D: 1) RESILIENT

(REQ'D: 1) SWING CHECK VALVE BY AMERICAN FLOW CONTROL, SERIES 600.

CHECK VALVE WITH LEVER & WEIGHT: 3" DIA. (REQ'D: 1), 6" DIA. 2

ACTUATORS - BRAY CONTROLS, SERIES S70-20 OR APPROVED EQUAL.

3" DIA. BALL VALVES, FLOW-TEK SERIES RF-15 OR APPROVED EQUAL

MK. 67W302I 2

MK. 67W302K 1" DIA. HOSE COUPLING AIR KING, MODEL AM13

0.5" DRIP BALL VALVE, TYCO MODEL AD-2

TYP. OF 9

1"} HOSE COUPLING

MK. 67W302K

& 2 (LOWER GATE)

REQUIRED: 7 (IN GALLERY)

PLAN - PUMP LAYOUT

{ OF AIR RECESS

DWG 67W303

DWG 67W303

DWG 67W303 DWG 67W303

A

A

B B

MK. 67W302J (TYP.)

0.5" DRIP BALL VALVE

MK. 67W302H (TYP.)

1" DIA. BALL VALVE (NO)

1•" DIA. BALL VALVE

MK. 67W302H (TYP. OF 4)

FIRE HOSE CABINET (FHC) ASSEMBLY

SEE DWG 67W408

HOSE CABINET

SEE DWG 02-CR-27/1

(TYP. OF 4)

OF FIRE HOSE CABINET

KEEP EXIST. HOUSING

3" DIA.

COMBINATION AIR VALVE

MK. 67W302E (TYP.)

WASHDOWN PUMP

MK. 67W302B

6" DIA. STRAINER

MK. 67W302C

RELIEF VALVE

3" DIA. PRESSURE

MK. 67W302D

GATE SPRAY PUMP

MK. 67W302A

6" DIA. CHECK VALVE

MK. 67W302G

3" DIA. CHECK VALVE

MK. 67W302G

(6" DIA. GATE VALVE)

MK. 67W302F

SERIES 94A. SEE NOTE 3.

1" DIA. TO 2.5" DIA., FORGED BRASS BALL VALVE, APOLLO VALVES

CURRENT SECURITY FENCE.

TO CONNECT TO THE

EXTEND SECURITY FENCE AND POST

S T

A

.0 D

P

IN

T L E S

3" DIA. GATE VALVE

MK. 67W302F

CAN BE ACCEPTED.

USE OF 1" DIA. GATE VALVE INSTEAD OF 1" DIA. BALL VALVE (MK 67W302H)

APPROVED BY THE GOVERNMENT TO PROVIDE AN EASY ACCESS AND CONNECTION.

SHALL BE DETERMINED IN THE FIELD BY CONTRACTOR AND SHALL BE

CROSSOVER GALLERY. EXACT LOCATION AND ORIENTATION OF HOSE ASSEMBLY

GALLERY, 4 ASSEMBLIES AT LANDWALL GALLERY AND 1 ASSEMBLY AT

GALLERY AND LANDWALL GALLERY. PROVIDE 4 ASSEMBLIES AT RIVERWALL

5. HOSE COUPLING ASSEMBLY (DETAIL A) SHALL BE EQUALLY SPACED AT RIVERWALL

AND 1 ASSEMBLY AT EACH SIDE OF THE LOWER MITER GATE.

3 ASSEMBLIES AT LANDWALL GALLERY, 1 ASSEMBLY AT CROSSOVER GALLERY

ON THE PIPING SYSTEM. PROVIDE 3 ASSEMBLIES AT RIVERWALL GALLERY,

4. DRIP BALL VALVE ASSEMBLY (DETAIL C) SHALL BE INSTALLED AT THE LOW POINT

APOLLO VALVE TO AVOID INTERFERENCE W/ EXISTING EQUIPMENT / PIPING.

3. BRASS CRANE ANGLE VALVE OR GATE VALVE CAN BE USED INSTEAD OF

MECH. EQUIPMENT.

INTERFERE WITH EXISTING UTILITY LINES, ELEC. EQUIPMENT AND

CONTRACTOR WILL BE REQUIRED TO ENSURE THE RW LINE DOES NOT

2. PLANS SHOW A GENERAL LAYOUT OF THE RAW WATER (RW) LINE.

1. SEE DWG 67W301 GENERAL NOTES & LEGENDS.

SEE NOTE 5

REQ'D: 9 (IN THE GALLERY)

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:0

:0

P c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s

W .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

67W302 M

M04

W_TVA

---MACRWT-0

067W302

XX

HAH

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

…" = 1'-0"

CHIEF, CIVIL DESIGN BRANCH

BRAD CRESSMAN

BJC & LCT

RAW WATER SYSTEM REHAB

MECHANICAL

WASHDOWN & GATE SPRAY PUMPS

PUMP LAYOUT - SHEET 1

BJC BJC-LCT

OUTER FACE OF LOCK WALL

FHC No.'S 1, 2, 3 & 4

2" RW

RUSSELL W. TOMPKINS MARVIN A. CONES

LCT

JUL 17

LCT

BASE CONTRACT

CELRN

HUSEIN A. HASAN

3'-0"

2'-0"

3'-0"

3'-10"|

SECTION B-B

SCREEN

STEEL BUMPER

DISCHARGE LINE ENDED

EL. 803.25

EE 10•" MIN.

N

NOT SHOWN FOR CLARITY

SECURITY FENCE

(TYP. OF 3 SIDES)

POST FOR SECURITY FENCE

ON THIS SIDE FOR CLARITY.

SECURITY POST NOT SHOWN

SECTION A-A

4" } PIPE (TYP.)

{ OF BOTTOM BUMPER

EL. 791.0 |

{ OF TOP BUMPER

EL. 796.0 |

ON JUNE 28, 2016

PER FIELD MEASUREMENT

EL. 753.0 - FLOOR EL.

SCALE: ƒ" = 1'-0"

2'-11"

EL. 801.75

NOTES:

TYP.

SCALE: ƒ" = 1'-0"

STEEL PIPE

4"} SCH. 40

(TYP.)

ANCHOR BOLTS

HOLE FOR

STEEL PIPE

4"} SCH. 40

(TYP.)

GUSSET

SECURITY FENCE

WIRES

STEEL BUMPER

MIN. WATER EL.

EL. 790.0

MAX. WATER EL.

EL. 795.0

& PUMP PLATFORM

TOP OF LOCK WALL

EL. 805.25

SEE DWG 67W302

PIPE INTAKES NOT TO SCALE

EL. 753.0

WASHDOWN PUMP

MK 67W302B

SEE DWG 67W302

18"|

A - COMPRESSED AIR

TW - TREADED WATER

RW - RAW WATER

LEGENDS

& PUMP PLATFORM

TOP OF LOCK WALL

EL. 805.00|

TOP OF LOCK WALL

EL. 805.00|

FOR PIPE CONT.

SEE DWG 67N408

6"} RW

EL. 802.50|

{ 6"} RW

2"

2" RW

FOR PIPE CONT.

& 67W302

SEE DWG 67W408

SEE NOTE 3

EL. 802.50 |

7"|

ACCESS LADDER

PUMP PLATFORM

RW TO

AIR ACCESS

FOR PIPE CONT.

SEE DWG 67N408

ƒ" AIR

2" RW

SEE NOTE 3

6" RW TO PUMP PLATFORM

SECTION A3-A3

SEE DWG 67W408

SECTION B3-B3

SEE DWG 67W408

EXIST. FIRE HOSE CABINET

EXIST. FIRE HOSE CABINET

EXIST. FIRE HOSE CABINET

SEE NOTE 8

FOR PIPE CONT.

SEE DWG 67W407

2" EMBEDDED RW

LINK SEAL

SEE NOTES 3 AND 8

CORE DRILL

SEE DWG 67W302

PIPE INTAKES NOT TO SCALE

{ EL. 803.75

ƒ" AIR

EXIST. FIRE HOSE CABINET

SEE NOTE 8

{ EL. 803.50|

2" RW

FOR PIPE CONT.

(DETAIL F)

SEE DWG 67N407

ƒ" AIR

UPSTREAM RIVER SIDE

DETAIL F, DWG 67W407 CONT.

LINK SEAL

(TYP. OF 3 SIDES)

POST FOR SECURITY FENCE

M I

N

DETAIL D - PLAN

L2

L2

GATE SPRAY PUMP

MK. 67W302A

MK. 67W302G

MK. 67W302G (3" DIA.)

(3" DIA. GATE VALVE)

MK. 67W302F

(6" DIA. GATE VALVE)

MK. 67W302F

RELIEF VALVE

3" DIA. PRESSURE

MK. 67W302D

POST (TYP.)

BUMPER MOUNT

SECTION E-E

SEE NOTE 2.

BOTTOM OF SUCTION BOWL

EL. 786.00

SEE NOTE 2.

BOTTOM OF SUCTION BOWL

EL. 786.00

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:5

:2 c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

67W303 M

M04

W_TVA

---MACRWT-0

067W303

XX

HAH

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

…" = 1'-0"

CHIEF, CIVIL DESIGN BRANCH

02 2 4FT

SCALE: …''= 1'-0''

BRAD CRESSMAN

BJC & LCT

RAW WATER SYSTEM REHAB

MECHANICAL

WASHDOWN & GATE SPRAY PUMPS

PUMP LAYOUT - SHEET 2

BJC BJC-LCT

FOR PIPE CONT.

SEE DWG 67W408

ƒ" AIR

SECTION L2-L2

LCT

JUL 17

LCT

FENCE, PIPE FITTINGS, ETC.) SHALL BE IN OPTION 1 CONTRACT.

6. ALL EQUIPMENT AT THE PUMP PLATFORM (PUMPS, VALVES, BUMPER, SECURITY

INTERFERENCE WITH PUMP PLATFORM.

5. STEEL BUMPER DIMENSION AND ELEVATION CAN BE ADJUSTED TO AVOID

FOR DETAILS.

AND THE EXISTING ONE. SEE REFERENCE DRAWINGS 68N232 AND SPECIFICATIONS

FOR APPROVAL. NO GAP SHALL BE ALLOWED BETWEEN THE NEW SECURITY FENCE

MATCH THE EXISTING. SUBMIT DETAILS OF PUMP PLATFORM AND SECURITY FENCE

4. NO HANDRAILS ARE REQUIRED AT PUMP PLATFORM. NEW SECURITY FENCE SHALL

WITH PUMP PLATFORM, HOSE CABINET, ACCESS LADDER AND EXISTING AIR LINES.

FIELD INSTALL. SERVICE LINE IS TO BE INSTALLED TO AVOID INTERFERENCE

3. 6" SERVICE LINE ELEVATION AND PLACEMENT WILL BE DETERMINED BY

EXACT ELEVATION OF BOWL SUCTION FOR APPROVAL.

2. SUBMIT SHOP DRAWING AND PUMP CATALOG SHEETS WITH THE

1. SEE DWG 67W301 FOR GENERAL NOTES AND ABBREVIATIONS.

CELRN

JUL 17

VANESSA BATEMAN P.G, P.E.

JAMES R. WADDLE P.E.

MARVIN A. CONESRUSSELL W. TOMPKINSHUSEIN A. HASAN

"21

"21

"2

4'-0"

4'-6"

S

Q U

A R

E

7'-0"

5'-0"

PLAN

0 2' 4' 8'

DETAIL D & D1

DETAIL D1 OPPOSITE HAND - RIVER WALL

DETAIL D AS SHOWN - LAND WALL

DETAIL E1 - OPPOSITE HAND - RIVER WALL

DETAIL E - AS SHOWN AND NOTED - LAND WALL

C-C D-D E-E

DETAIL E & E1

PLAN

0 2' 4' 8'

PLAN H-H

0 4' 8' 16'

DETAIL K

0 4' 8' 16'

PLAN

DETAIL A

0 4' 8' 16'

DETAIL B

0 6" 1' 2'

SCALE: 1" = 1'-0"

ELEVATION SECTION

KEY PLAN

0 15' 30' 60'

SCALE: 1" = 30'

DETAIL C & C1

DETAIL C1 OPPOSITE HAND - RIVER WALL

DETAIL C AS SHOWN - LAND WALL

PLAN

SECTION B-B

0 2' 4' 8'

PLAN @ EL. 794.00'

DETAIL J

0 2' 4' 8'

DETAIL G

NOT TO SCALE

DETAIL F

0 4' 8' 16'

DETAIL H

NOT TO SCALE

PLAN

0 2' 4' 8'

SECTION A-A

SECTION G-G

F-F

OF LAND WALL

OUTSIDE FACE

LOCK�

EL. 805.53 EL. 805.0

LOCK WALL

FACE OF

OUTSIDE FACE OF LAND WALL

PUMP ROOM BELOW

DETAIL B

STA 0+40.75 U

STA 0+48.00

CONTR JT

STA 0+44.0 U

RW INTAKE �

EL. 774.5

RW. INTAKE

EL. 768.83

L-2

L-2

FACE OF LOCK WALL

EL. 805.0

STA. 0+00.0

CONTR JT.

AIR HORN POLE�

STA. 0+33.0U

VALVE ACCESS

STA 0+48.0 U

CONTN JT.

EL. 804.0"

1" AIR TO HORN

ACCESS SHAFT

AIR AND WATER, ACCESS

EL. 805.53

STRUCT. BR. (68N225)

FRAME & COVER BY

SOLENOID VALVE.

VALVE ACCESS FOR

EL. VARIES

EL. 804'-0"�

1" AIR TO HORN

R-2

R-2 EL. 803.5

DETAIL E

DETAIL C

SLEEVES, SEE DETAIL D

DETAIL C

SLEEVES, SEE

DETAIL C

SLEEVES, SEE

DETAIL D

DETAIL J

DETAIL E

DETAIL A

ACCESS

HW GAGE WELL

S T

A

.0 D

P

IN

T L E

A

.0 D

A

IR

W

A T E

R R

E C

E

T

A

.5 D

A

IR

W

A T E

R R

E C

E

T

A

.5 D

R E

C E S S

A

IR

W

A T E

R

S T

A

B A S

E L

IN

E O

F D

DETAIL E1 DETAIL C1

SLEEVES, SEE DETAIL D1

DETAIL C1

SLEEVES, SEE

DETAIL C1

SLEEVES, SEE

DETAIL D1

DETAIL E1 SEE DETAIL K

1" AIR TO HORN,

SEE DETAIL F

4" TREATED WATER,

L13

R13 R12

L12

R11

L11

R10

L10

R9

L9

R8

L8

R7

L7

R6

L6

R5

L5

R4

L4

R3

L3

M2

M1

R2

L2

R1

L1

STA 0+44.0 U

EL. 769'-0"

8"

OUTSIDE FACE OF LOCK WALL

BELOW

PIPE GALLERY

3" SLEEVE

4" SLEEVE (DETAIL C1)

8" SLEEVE (DETAIL C)

L-6 L-9 L-13 R-6 R-9 R-13

(68N225)

FRAME AND COVER

EL. 801.75

4" SLEEVE (DETAIL C1)

8" SLEEVE (DETAIL C)

3" SLEEVE

EL. 79.95

GALLERY WALL

RECESS IN PIPE

HYDRAULIC ROOM

OPERATION BLDG

8" SLEEVE

SLEEVES

4"

CABLE & PIPE GALLERY

1ST POUR 2ND POUR

JT

CONTR

FOR 4" PIPE

4" DRESSER CPLG

OUTSIDE FACE OF LOCK WALL

GALLERY

PIPE

3" SLEEVES

(UPPER VALVE MACH. RECESS)

STA. 0+98.25 D

(LOWER VALVE MACH. RECESS)

STA. 4+21.25 D

VALVE MACHINERY RECESS PIT

VALVE

OUTSIDE FACE OF LOCK WALL

STA. 0+47.08D (UPPER GATES)

BELOW

PIPE GALLERY

SLEEVES�

3" SLEEVE�

2" SLEEVE�

3" SLEEVE�

GATE, MACH RECESS

RECESS

AIR & WATER

SHAFT

ACCESS

SEE DETAIL H

DETAIL G

BELOW

PIPE GALLERY

STA 0+00.0

CONTR JT

T

R E

A T E

D W

A T E

R

DETAIL H

RECESS

VALVE MACH

3" SLEEVES

EL. 799.00�

EL. 799.5

GALLERY

PIPE

(68N222)

FRAME AND GRATINGS

LOCK

FACE OF

OUTSIDE

RECESS

GATE MACH

SLEEVES� EL. VARIES

GALLERY

PIPE

2" SLEEVE

3" SLEEVE

EL. 803.0 FOR BLOCKS

EL. 802.0 FOR BLOCKS

3" SLEEVE

CONT. 17N405

EL. 799'-3"

4" TW

BLOCK

GALLERY FOR

TOP OF PIPE

67N406

CONT

SHAFT

ACCESS

4" TAPPED CL CPLG

C.L.BELL

FACE OF CONE WALL

R3 R2

R-3 L-3&

R-13 L-13&

L-3

L-13

R-3

L-3 L-13 R-3 R-13L-4 L-11 R-4 R-11

L-3

8" SLEEVE

4" SLEEVE

S T

A

.5 D

G A

L L E

R Y B

E L

O W

C A

B L E P

IP

FLOW

TOP OF PIPE GALLERY

EL. 802.0 FOR BLOCK

EL. 799.5 FOR BLOCK

NOTES :

2. ALL COMPRESSED AIR LINES SHALL BE STANDARD WEIGHT

GALVANIZED STEEL PIPE. ALL RAW WATER AND TREATED WATER LINES

3. ALL BELL AND SPIGOT JOINTS SHALL BE MADE CAULKING SUFFICIENT

" OF THE TOP.2

DRY BRAIDED JUTE INTO THE BELL TO FILL WITHIN 2

THE BELL SHALL THEN BE FILLED WITH MOLTEN LEAD IN ONE

CONTINUOUS POUR AND CAULKED.

G G

A

A

H

H

B B

C

C

E E

F

F

STA 0+00

CONTR JT

PUMP RM.

SHALL BE ASTM A53 STEEL PIPE.

16'-10" 4'-2"

EL. 768.83�

8" R.W. INTAKE

ABANDONED

" = 1'-0"4

SCALE: " = 1'-0"4

SCALE:

" = 1'-0"8

SCALE:

" = 1'-0"8

SCALE:

" = 1'-0"8

SCALE:

" = 1'-0"4

SCALE:

" = 1'-0"4

SCALE:

" = 1'-0"8

SCALE:

" = 1'-0"4

SCALE:

(61N254)

NUTS & WASHERS

RESISTANT BOLTS,

" CORROSION2

4-

" x 12" 4

BRAZE BARS 1 x

OF CONCRETE

" TO KEEP COUPLINGS FREE 2

THICKNESS OF

IMPREGNATED BURLAP TO A MINIMUM

WRAP COUPLINGS WITH ASPHALT -

GRATING

1" THICK

26" SQ x

R-13

STA. 4+97.08D (LOWER GATES)

BY GOVERNMENT PERSONNEL

CAPPED AND ABANDONED

8" DIA. GATE VALVE

2'-3"

8" RW INTAKE

21'-0" 2'-0"23'-0"

A - COMPRESSED AIR

TW - TREATED WATER

RW - RAW WATER

LEGENDS

AIR RECESS�

(TYP. OF 4)

CAP RW

10" 4"

4'-9"

12" 12"

10"

" 2•"

6"12"

12"12"6"

2'-6"

10"6" 6"8"

R E

C E

S S

EL. 794.00

EL. 787.00

ƒ ƒ

6" 8"

8" 6"6"

7'-2"

1'-10"

4"

CAP RW

AIR RECESS�

13•" 13•"

S T

A

.0 D

P

IN

T L E S

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:4

:0 c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHIEF, CIVIL DESIGN BRANCH

---1

M04

W_TVA

---0

867W405

XX

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

11/20/61

JM

RFC HAM - -

JM LK

08/11/61

RFC

HAM

JAMES R. WADDLE P.E

11/28/16

MECHANICAL

AIR AND WATER LINES

R

R

R

R

5X

4M67W405

04 3 2 1 4

SCALE: ‚''=1'-0''

JWM & RSS

ADD DETAIL OF 1" AIR TO HORN

ADDED MINOR REVISIONS DET. D & E.

12/18/61

JWM-RSS - -

-ES-

LWSFRJ

01/02/62

JM JM LK LWS

JM JM LK LWSHHC

ADDED STA. DET. D & E. MINOR REV. DET. J & K.

RELOCATED SLEEVES, DETAIL J.

HHC JM JM LK LWS01/08/62

11/12/63 EWD JM JM LK LWS

FIELD CHANGES

R

R

R

07/01/86 SSE

05/15/16

12/08/16 BJC

6 RJD

FIELD VERIFY ON 9/85 - NO CHANGES

UPDATED TO CAD.

8 LCT LCT

REPLACED RAW WATER SYSTEM. CHANGED DWG NO. FROM 67N405 R7 TO 67W405 R8.

EMBEDDED

MARVIN A. CONESRUSSELL W. TOMPKINSJAMES A. NIZNIK

DWG. 67W407

VALVE ACCESS, SEE

FOR EXPOSED PIPING IN

1. FOR EXPOSED AIR AND WATER LINES SEE 67W406, EXCEPT AS NOTED.

SUPERSEDE DWG 67N405 R7

*VALID FOR AIR LINES AND RAW WATER REVISIONS PRIOR TO 2016*

67BM405...PIPING BILL OF MATERIALS

VANESSA C. BATEMAN P.G., P.E

8-TYPE B-2 HANGERS EQUALLY SPACED

"212

2"

12"

4"

12"

12"

4"

15" RECESS

18"

18"18"

6"

4'-0"

1'-0"

12"

EQUALLY SPACED4-TYPE B-2 HANGERS

EQUALLY SPACED3-TYPE B-2 HANGERS

EQUALLY SPACED4-TYPE B-2 HANGERS

SECTION A-A

PLAN - LAND WALL

0 8' 16' 32'

" = 1'-0"16

SCALE:

0 8' 16' 32'

" = 1'-0"16

SCALE:

PLAN - LAND WALL

0 8' 16' 32'

" = 1'-0"16

SCALE:

SECTION B-B

0 8' 16' 32'

" = 1'-0"16

SCALE:

DETAIL C

0 3" 6" 1'

" = 1'-0"2

SCALE: 1

DETAIL D

NOT TO SCALE

DETAIL E

" = 1'-0"4

SCALE:

2' 4' 8'

G-G

F-F

DETAIL A & B

" = 1'-0"4

SCALE:

0 6" 1' 2'

D-D

DETAIL B - AS NOTED

C-C

PLAN

ELEVATION E-E

C O

N T

R J

T " T

E E

"x

"x

�C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

S T

A

.2

D

S T

A

.0

D

S T

A

.0

D

S T

A

.0

U

S T

A

.0

D

S T

A

.0

D

S T

A

.0

D

S T

A

.5

D

S T

A

.0

D

S T

A

.0

D

ROOM

HYDRAULIC EQUIPMENT

OPERATION BUILDING

A-2

ANCHOR

ABANDON 2" RW

A-1 A-2 B-1 PIPE GALLERY

B-1 B-2

R W

DETAIL E

1"

DETAIL A

B-2 B-1 PIPE GALLERY B-2 B-1

FOR PIPING SEE 67N415

OPERATION BLDG (ABOVE)

B-2 FLOW

L-2

L-3 L-4 L-5 L-6 L-7 L-8

DETAIL D

1" AIR 6" RW OPERATION BLDG

" AIR TO GATE MACH. RECESS (67N412)2

CUT TO SUIT

CUT TO SUIT

DETAIL C

FIELD BEND

EL. 799.5

2" AIR EL. 793'-0"

EL. 782.0

FIELD BEND

EL. 792.0

EL. 799.5�

EL. 802.0

EL. 794.0 ROOM

HYD EQUIP

EL. 787.0

4" TR WATER�

EL. 782'-1"

EL. 774.5

PUMP ROOM

EL. 767.0

DETAIL C

FIELD BEND

EL. 779.5

FIELD BEND

2" AIR EL. 780'-6"�

STA 0+70.00D

EXP JT�

2" AIR EL.793-0"�

2" x 2" x 1" TEE

JOINT STA 2+27.00D

EXPANSION�

C O

N T

R J

T

S T

A

.0

D

S T

A

.5

D

C O

N T

R J

T

S T

A

.0

D

C O

N T

R J

O

IN

T

S T

A

.0

D

C O

N T

R J

T

S T

A

.0

D

C O

N T

R J

T

S T

A

.0

D

A

IR

W

A T

E R R

E C

E S

S �S

T A

.0

D

C O

N T

R J

T

S T

A

.0

D

L-9 L-10 L-11 L-12 L-13 L-14

DETAIL A

ANCHOR

PIPE GALLERY

DETAIL B

67N408

DETAIL L

2" x1" REDUCERS

" TEE2

2"x 2"

EQUALLY SPACED

5-TYPE C-1 HANGERS

LOCK WALL

FACE OF

B-2

M A

T C

H L

IN

E A

EL. 799.5 DETAIL D

2" x 2" x 1" TEE�

STA 3+80.00D

EXPANSION JT

2" x 2" x 1" TEE�

Y-3

3" AIR

CONT 67N412S

T

A

.2

D

POSITION.

INSTALLED IN A FULLY EXPANDED

VICTAULIC COUPLINGS SHALL BE

AIR & WATER RECESS

GALLERY WALL

FACE OF CABLE & PIPE

2" x 2" x 1" TEE

A

IR

BY STRUCT BR

FRAME & COVER

CABINET

FIRE HOSE

EL. 803.58

" AIR4

2'-6" x 3'-0"

EL. 801.75

RECESS

EL. 799.5

8" DIA U-BOLT

WELD TO L

"4

4" x 4" x

CABINET

FIRE HOSE

(DOWNSTREAM LAND SIDE)

TOP OF LOCK

(67N405)

8" SLEEVE

2" COMPR AIR

GALLERY

4'-6" CABLE & PIPE (67N405)

3" SLEEVE

THREADED BOLT ANCHOR

" DIA BOLT IN TWO-UNIT2

STA 0+28.5D

PLAN @ EL. 794.0

GALLERY

PIPE

" TEE4

2" x 2" x

2" COMPR AIR

E-1 (LOCK CROSSING ONLY)

FLOAT TRAP

E-1 E-1

VARIES

EL.

EL. 802.0

EQUIP ROOM

HYDRAULIC

EL. 794.0

CABLE TRAYS

CABLE & PIPE GALLERY

4" T.W.

2" AIR

2" TEE

CABLE TRAYS

A

IR

R .W

T .W

M A

T C

H L

IN

E A

1"

1"

EL. 787.0

EL. 779.5

(NOTES CONTINUED ON 67W409)

EL. 793'-0"

L-3

NOTE

2. ALL TREATED WATER LINES ARE GALVANIZED.

3. COMPRESSED AIR LINES SHALL BE TESTED AT A PRESSURE OF

150 PSI BEFORE BEING PLACED IN SERVICE.

4. RAW AND TREATED WATER LINES SHALL BE TESTED AT A

PRESSURE OF 200 PSI BEFORE BEING PLACED IN SERVICE.

5. TREATED WATER LINES SHALL BE STERILIZED IN ACCORDANCE

WITH CONSTRUCTION SPEC. G-11

6. THE SYMBOL B-1, B-2, ETC INDICATE PIPE SUPPORTS AS

DETAILED ON 67N205.

7. FOR MANUFACTURERS DETAILS OF:

FILE, TVA CONTRACT NO 61M34-40875.

DIVISION FILE, TVA CONTRACT 62M57-66772-6

B

G G

B

B

A

A

DD

C

C

F

F

E

E

1. THE SYMBOL INDICATES PIPE ANCHOR AS DETAILED ON 67N205

4" RW

2" COMPR AIR (BELOW)

4" RAW WATER

4" RW EL. 793'-9"

4" RW EL. 783'-9"

4" RW EL. 793'-9"

4" RW

4" RAW WATER EL. 793'-9"

4" RAW WATER

& 2" COMPR AIR

4" RAW WATER

4" R.W.

ABANDON IN PLACE

BUILDING AND

SERVICE TO OPS

DISCONNECT RW

4"

4" RW.

(A) AIR HORNS, REFER TO KAHLENBERG BROTHERS COMPANY

M A

C H R

E C

E S

S

A

IR

T

O G

A

SEE 67N426

FOR CONT

BOTTOM PIPE, EL. 801.00

ABANDON IN PLACE

2" DIA. RW

10" 9"

15" RECESS

6"

10"

8" 2'-6"

2" AIR (EXIST.)

DRESSER CPLG OR EQUAL

EXPANSION JOINT FOR AIR LINE

VICTAULIC STYLE 72

4" x 1" OUTLET

MK. 67W302H

MK. 67W302J

4" RW.

2" COMP. AIR

4" RW (NEW)

VICTAULIC STYLE 77

FLEXIBLE COUPLING FOR RW

67W409

SEE DET G4

10"6"

1'-3"

EL. 793.75

" L4

2" x 2" x

8. EXIST. RW LINE SHALL BE REMOVED OR CAPPED IF NOT USE.

DETAIL B ONLY

USE DOUBLE-ROW METHOD AS NEEDED.

6" RW. PROVIDE LINK SEALS.

ROUTE NEW 2" RW INSIDE ABANDONED

9. ALL NEW EMBEDDED RW LINES SHALL BE PROVIDED WITH LINK SEALS.

EL. 803.42+/-

NO TEE OUTLET (DETAIL A)

VICTAULIC STYLE 72

4x4x2 TEE (DETAIL B)

DETAIL B

NEW LINK SEAL

SEE 67W405

ABANDONED 8" RW SUPPLY

1'-0"

STA. 4+71.00

DETAIL B - DWG 67W302

STA. 4+70.00

DETAIL A - DWG 67N302

EL. 769.00�

WATER SUPPLY

ABANDONED 8" RAW

'-0

3' -6

3' -0

EQUALLY SPACED

4 TYPE B-2 HANGERS

4" TW

LEGENDS

A - COMPRESSED AIR

TW - TREATED WATER

RW - RAW WATER

T W

A

2" A

2" RW (DETAIL B)

DETAIL B

NEW 2" RW

2•"

EQUALLY SPACED

3-TYPE B2 HANGERS

2" AIR EL. 783.00�

12"

12"

" 1

3'-6"

7'-0"

3'-0"

1'-0"

1'-0" EL. 793.00

2" COMPR AIR

VICTAULIC STYLE 72

4"x 4" x 2" �

4" RAW WATER EL. 781.25

ENDS OF AIR LINE

1•" MIN. BETWEEN

4" TW EL. 782.08�

4" RW EL. 781.25

2" A EL. 780.50�

RW CAP

NEW 2" DIA.

MK. 67W302H

1" DIA. BALL VALVE

MK. 67W302J

0.5" DRIP BALL VALVE

(B) TWO-WAY OUTLET HYDRANT REFER TO AMSTAN SUPPLY

(C) SOLENOID-OPERATED VALVES REFER TO MILLS LUPTON SUPPLY CO.

FILE, TVA CONTRACT 62M57-66772-4.

BOTTOM PIPE, EL 801'-0"

DWG 67W302

DETAIL A

DWG 67W302

DETAIL A

6-TYPE B-2 HANGERS EQUALLY SPACED

DWG 67W302

DETAIL A

ABANDON IN PLACE

EXIST. 6" RWVICTAULIC STYLE 72

4x4x2 TEE (DETAIL B ONLY)

N O N

E W R

W

A

IR

R

E C

E S

S

N O N

A

IR

R

E C

E S

S

AT THIS LOCATION

NO PIPE CAP IS REQUIRED

ABANDON IN PLACE.

EXIST. 6" RW

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:4

:4 c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

ˆ" = 1'-0"

CHIEF, CIVIL DESIGN BRANCH

-----1

M04

W_TVA

---0

567W406

XX

LWS

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

05/09/65 HAMHAM

EHB RGS HHC JWM - -

JM LK HAM

03/06/62

SCALE:ˆ"=1'-0"

16 12 8 4 16 32FT

EHB

EHB

HHC

JAMES R. WADDLE P.E

11/28/16

MECHANICAL

AIR AND WATER LINES

EXPOSED - SHEET 1

R

R

R

R

DOW JAM SK08/02/77

UPDATED AS-BUILT CONDITION (9/85)

07/01/86

4 05/15/16

5 BJC LCT LCT

X 5

67W406 4M

REV HANGERS & ADDED MINOR REVISIONS

MISC REVS WO H22-532-30.01 PA 3192

ADDED LOWER GATE FIRE PROTECTION

RJD

REPLACED RAW WATER SYSTEM. CHANGED DWG NO. FROM 67N407 R4 TO 67W407 R5.

MARVIN A. CONESRUSSELL W. TOMPKINSJAMES A. NIZNIK

COMPANION DRAWINGS: 67W407, 67W408 & 67W409.

UPDATED TO CAD.

CROSSING 67W407

CONT ON LOCK

DETAIL P, 67W408

PUMP ROOM

(67W405)

4" PIPE SLEEVES

8" PIPE SLEEVE (67W405)

SUPERSEDE DWG 67N406 R6

12/08/16

*VALID FOR AIR LINES AND RAW WATER REVISIONS PRIOR TO 2016*

67BM406-1..PIPING BILL OF MATERIALS

67BM406.....PIPING BILL OF MATERIALS

EQUALLY SPACED10-TYPE C-4 HANGERS

EQUALLY SPACED5-TYPE F-1 HANGERS

DETAIL F

0 1' 2' 4'

PLAN @ EL. 805.00'

0 4' 8' 16'

Q-Q

0 1' 2' 4'

DETAIL G & H

0 1' 2' 4'

P-P

O-O

0 1' 2' 4'

K-K

PLAN

0 8' 16' 32'

LOCK CROSSING

J-J

0 8' 16' 32'

PLAN

0 8' 16' 32'

RIVER WALL

SECTION H-H

0 8' 16' 32'

PLAN

0 8' 16' 32'

RIVER WALL

PLAN

L-L

M-M N-N

R-R

PLAN

NOTES:

C O

N T

R J

T

S T

A

.0

D

S T

A

.0

D

C O

N T

R J

R

TYPE Y1 HANGERS (TYP, EXCEPT AS NOTED)

MITER

EL. 799'-3"

4" TREATED WATER

MITER

FIELD BEND

2" x 2" x 1" TEE�

� EL. 794'-0"

C O

N T

R J

T

S T

A

.0 D

S T

A

D

C O

N T

R J

T

S T

A

D

C O

N T

R J

T

S T

A

D

C O

N T

R J

T

S T

A

.5 D

S T

A

.0 D

C O

N T

R J

T

R-13

R-12

R-11 R-10 R-9

DETAIL G

ANCHOR

2" AIR F-1

C-3

PIPE GALLERY

2" AIR

DETAIL H

F -1

S T

A

.2

D

TOP OF LOCK EL. 805.0

EL. 799.5

2" x 2" x 1" TEE

EL. 792.0

TYPE Y HANGERS (TYP)

2" x 2" x 1" TEE

STA 3+94.0 D

EXPANSION JOINT �

L-2 M-1 M-2 R-2

F-4

CONTR JT

2" AIR

CONTR JT DETAIL F

F-4

4" TREATED WATER

STA 0+00

BASE LINE OF DAM

F L

O W

FIELD BAND

EL. 774.75 EL. 768.00�2" AIR

EL. 769.00�4" TW EL. 769.0

E-2

FIELD BEND

4" UNION

2" UNION

LOCK�

2" UNION

(TYP, EXCEPT AS NOTED)

EL. 772.00�4" RAW WATER

EL. 774.00�4" TREATED WATER,

TYPE X2 HANGERS-FOR ALL ANCHORS ON LOCK CROSSING

TYPE Y2 HANGERS (TYP)

R-2

Y-1

TRAY

CABLE

S T

R

D

2" AIR

D N

2" AIR

G-1 H-1

H-1 G-1 2" AIR

SHAFT

ACCESS

2" x 2" x 1" TEE

RECESS

AIR & WATER

2" RW

1"

BY STR BR

FRAME AND COVER TOP OF LOCK

1" AIR

1" TEE

A

IR

FIELD BEND

4" F3

2"

EL. 768.25�

2" AIR

2" RW

2" AIR

2" x 2" x 1" TEE

CABINET

FIRE HOSE

RIVERSIDE)

STREAM

(DOWN

1"

RIVER WALL

AIR HORN

67N408

DETAIL R

4" TEE

4" x 1" REDUCER ECCENTRIC

EL. 768.00�2" AIR

GALLERY

PIPE

E-2

FRAME AND COVER BY STR. BR.

CABINET

FIRE HOSE

C O

N T

R J

T

BASE PLATE

4" DIA HOLE IN

S T

A

D

S T

A

.0 D

V A

L V

E R

E C

E S S

S T

A

.0 D

C O

N T

R J

T

POLE

HORN �

C A

B L E P

IP

E G

A L L E

R Y

1" AIR (67N405)

1" AIR (67N405)

N

D R

A

IN

(67N408)

DETAIL K

ACCESS SHAFT

S T

A

.5 U

RECESS

AIR & WATER

A

IR

W

A T E

R

A

IR

SMOOTH

SLOT & GRIND

FIELD TO CUT

1" AIR (67N405)

R-2

A

IR

2" SLOT

E-2

2"

FLOW

P

P

M A

T C

H L

IN

E E

J

J

M A

T C

H L

IN

E B

K K O

O

M

M

L

L

N

N

QQ

R

R

4" RW

4" RAW WATER

4"

4" RW

4" RW

4" RW

4" RW

C O

N T

R J

T

S T

A

.0

C O

N T

R J

T

S T

A

.0 D

S T

A

.0 D

C O

N T

R J

T

S T

A

.0 D

S T

A

.0 D

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

C O

N T

R J

T

S T

A

.0 D

S T

A

.0 D

C O

N T

R J

T

S T

A

.2

D

S T

A

.0 D

V A

L V

E R

E C

E S S

R-8 R-7 R-6 R-5 R-4 R-2

R-3

2" AIR

DETAIL H

PIPE GALLERY

F-1 F-2 F-1

F-1

F-2

DETAIL F

4" TREATED WATER

EL. 80.50+

TOP OF LOCK HORN

AIR

CONT ON LOCK CROSSING

R-1

SEE PLAN @ EL. 805.0

F-1

F.1

H

H

4" RAW WATER

EQUALLY SPACE

5-TYPE F1 HANGERS

C A P R

W

A

IR

R

E C

E S S

100'-0" MAX. BETWEEN ANCHORS XI

EXCEPT AS NOTED

" = 1'-0"16

SCALE

" = 1'-0"2

SCALE:

" = 1'-0"8

SCALE:

" = 1'-0"2

SCALE:

" = 1'-0"2

SCALE:

" = 1'-0"2

SCALE:

" = 1'-0"16

SCALE:

" = 1'-0"16

SCALE:

" = 1'-0"16

SCALE:

" = 1'-0"16

SCALE:

" = 1'-0"16

SCALE:

RECESS (67N412)

" ALL IN GATE MECH2

STA 2+39.0 D

EXPANSION JT �

MACH RECESS (67N412)

" AIR TO GATE2

" REDUCER2

2" x

" E112

" AIR4

SERVICE CONN.

" x 1" HOSE RED FOR2

WELD TO ANGLE

"4

4" x 4" x

" DIA BOLT IN TWO-UNIT BOLT ANCHOR4

" AIR4

" REDUCER2

1" x

" AIR4

" AIR4

" WEEP HOLES4

2 -

T E

E x x

EQUALLY SPACE

4-TYPE F1 HANGERS

DSFGSDF

EQUALLY SPACE

11-TYPE F1 HANGERS

8'-6"

10'-6"

18"

4"

2'-0"

4" 4'-0"

12" 12"

12"

TOP OF LOCK EL. 805.00 +/-

STA 0+70.0 D

EXPANSION JOINT �

12"12"

EL. 792.00

EL. 799.50

2" AIR EL. 780.75

EL. 774.50

EL. 787.00

EL. 767.00

2" AIR EL. 773.00

2" RW EL 773.50 ABANDONED

4" RW EL. 772.00

EL. 769.00

DET G4-67W409

EL. 794.00

2" AIR EL. 793.25

12"12"

12"

2" AIR EL. 793.25

4" RW EL. 794.00

EL. 792.00

15" RECESSS

DETAIL G ONLY

4" x4"X 2" VICTAULIC STYLE 72

DETAIL-2" RW

2" RW

CONT. ON DETAIL 2" RW

EL. 801.75

EL. 803.42

NEW 2" RW

EL. 799.50

2'-0"

EL. 769.5

4" TW, EL. 769.00

EL. 767.00

9"

EL. 762.00

DETAIL G

NEW LINK SEALS

(SEE NOTE 2)

4'-6"

EL. 805.53

EL. 805.00

4'-0"

EL. 773.00�2" AIR,

EL. 767.00

37'-6•" 37'-6•"

75'-1"

LOCK�

DETAIL A (67WN302)

EL. 762.00

DETAIL P (67W408)

EXIST. PUMP ROOM

SEE DWG 67W303

6" RW TO PUMP PLATFORM 4" RW

EL. 767.00

EQUALLY SPACE

12-TYPE F3 HANGERS

2" AIR LINE ONLY

9-TYPE F1 HANGERS EQUALLY SPACE

8-TYPE F1 HANGERS EQUALLY SPACE

3' -0 " 10 '-0

7' -6

A

IR

R

E C

E S S C

A P R

W

A

IR

A

N D R

W R

E C

E S S

EL. 779.50

12•"

6•"

10•"

6•"

8" 18" 12" 10" 3•"

4•"

2'-0"

A - COMPRESSED AIR

TW - TREATED WATER

RW - RAW WATER

LEGENDS

9"

4" TW

4"3'-2"

2'-6"

EL. 804.00

67N405 DET. KCONT. ON DWG

67N405 DETAIL K

CONT. ON DWG

EL. 802.25

EL. 801.75

EL. 803.75

NEW 2" RW, EL. 803.50 +/-

R W

12"

67N405

DETAIL F DWG.

CONT. ON

EL. 772.00

EL. 774.00

EL. 773.50

EL. 773.00

EL. 774.50

773.00

EL.

EL. 773.50

EL. 774.50

6•"

8" EL. 774.50

EL. 773.50

EL. 773.00

R W

EL. 769.00

EL. 767.00EL. 767.00

4"

8"

2" AIR 793.25

12"

14'-0" MAX. BETWEEN SUPPORTS

SUPPORT AT EVERY CPLG -

ON RIVER WALL: 4" RW

TYPE XI ANCHORS - FOR ALL ANCHORS

4" RW EL. 768.00

DWG 67W302

DETAIL C

DWG 67W302

DETAIL A

DWG 67W302

DETAIL F

DWG 67W302

DETAIL C

S T

A

.0

D

S T

A

.5

D

DWG 67W302

DETAIL A

DWG 67W302

DETAIL A

PROVIDE LINK SEALS. KEEP EXIST. 4" DIA. SLEEVE.

2" RW LINE (EXPOSED AND EMBEDED) FOR DETAIL G.

2. CAP ALL EXIST. 2 1/2" FOR DETAIL H. PROVIDE NEW

1. FOR NOTES AND REFERENCE DRAWINGS SEE 67N406 & 67W301.

GALLERY

PIPE

EL. 799.25

4" TREATED WATER

3" SLEEVE A (67N405)

4" SLEEVE RW (67N405)

TYPE XI ANCHOR

4" RW

18"

1"

3'-0"

18" 12" 6"

6" 1•"

4"

R

W

ˆ" = 1'-0"

CHIEF, CIVIL DESIGN BRANCH

5X

-----1

67W407 M

M04

W_TVA

---0

567W407

XX

LWS

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

05/09/65 HAMHAM

MISC REVS WO H22-532-30.01 PA 3192

ADDED 6" RW HEADER FOR LINE TO LOWER GATE F.P,

EHB RGS HHC JWM - -

JM LK HAM

03/06/62

COMPANION DRAWINGS - 67W303, 67W406, 67W408 & 67W409

SCALE:ˆ"=1'-0"

16 12 8 4 16 32FT

EHB

RGS

HHC

11/28/16

MECHANICAL

AIR AND WATER LINES

EXPOSED - SHEET 2

R

R

R

R

DOW JAM SK08/02/77

UPDATED AS-BUILT CONDITION (9/85)

07/01/86

4 05/15/16

5 BJC LCT LCT

REV HANGERS

RJD

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:4

:2

A

M c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

JAMES R. WADDLE P.E

REPLACED RAW WATER SYSTEM. CHANGED DWG NO. FROM 67N407 R4 TO 67W407 R5.

MARVIN A. CONESRUSSELL W. TOMPKINSJAMES A. NIZNIK

UPDATED TO CAD.

DETAIL C, 67W406

DETAIL D (67W406)

67W427

DETAIL D DWG.

CONT. ON

DWG - 67W303

CONTINUED ON DETAIL D

DETAIL H ONLY

" RW2

1CAP EXIST. 2

DETAIL H ONLY

" RW2

1CAP EXIST. 2

SUPERSEDE DWG 67N407 R4

12/08/16

/2

MK. 67W302H (TYP.)

1" DIA. BALL VALVE (NO)

MK. 67W302J (TYP.)

0.5" DRIP BALL VALVE

2'-3"

1'-6"

0 1' 2' 4'

" = 1'-0"2

SCALE:

DETAIL K

0 6" 1' 2'

" = 1'-0"4

SCALE:

PLAN

DETAIL L

0 4' 8' 16'

" = 1'-0"8

SCALE:

PLAN

PLAN

DETAIL M

0 6" 1' 2'

" = 1'-0"4

SCALE:

DETAIL N

0 2" 4" 8"

SCALE: 3" = 1'-0"

AIR HORN SUPPORT - 1 REQD-STEEL

PLAN

ELEVATION

0 6" 1' 2'

" = 1'-0"4

SCALE:

U-U

X-X

DETAIL P

0 1' 2' 4'

" = 1'-0"2

SCALE:

V-V

0 1' 2' 4'

" = 1'-0"2

SCALE:

Y-Y

0 1' 2' 4'

" = 1'-0"2

SCALE:

DETAIL Q

NOT TO SCALE DETAIL R

0 2" 4" 8"

SCALE: 3" = 1'-0"

GALVANIZE AFTER FABRICATION

FIELD TO FURNISH AND FABRICATE.

SECTION S-S

ELEVATION

T-T

COMPANION DRAWINGS:

U

EL. 805.25+

STRAINER

SOLENOID VALVE

EL. 804'-0"

EL. 803.5

DRAIN 67N500

1" AIR

PIPING SEE 67N405

FOR CONT EMBEDDED

R-2

FACE OF LANDSIDE WALL

CABINET

FIRE HOSE

"AIR4

SHAFT

ACCESS

2" AIR

FLOW

L-2

FIELD BEND

8"

2" x 2" x 1" TEE

G2

" AIR4

C-5

D O

W N

TEE

3" x 2" x 3"

EL. 767.0

FLOW

S T E

.0

R E

C E S S

FLOW

2" AIR

RED

2" x 1"

VALVE

1" GATE

VALVE

1" SOLENOID

SEE DETAIL M

R-13

C-2

SEE DETAIL M

D-1 C-2

D-1

EL. 796.45

1" Y-TYPE STRAINER

1" GATE VALVE

EL. 792.0

EL. 799.5

L-13

PANEL, SEE 68N226

HINGED ACCESS

1" SOLENOID VALVE

" REDUCER2

1" x

DN.

L-13

1"

L-13

EL. 803.45

SOLENOID VALVE

SEE DETAIL N

EL. 800.37

EL. 800.45

" HEX HEAD BRONZE BOLTS2

4 -

DRILL AND TAP FOR AND PROVIDE

"4

MAKE FROM

WELD

4" PIPE

WELD

AND GALVANIZE HORN SUPPORT

FIELD TO FURNISH, FABRICATE

BOLTS IN THRD BOLT ANCHORS

" HEX HEAD BRONZE8

PROVIDE

" HOLES FOR AND16

DRILL 4 -

�" 2

2-6A1-8

AND NUTS BY FIELD

" PIPE SLEEVES, WASHERS2

" DIA x 12" ANCHOR BOLTS,2

4 -

AND NUTS BY FIELD

" SLEEVES, WASHERS2

" DIA x12" ANCHOR BOLTS,8

2 -

NUTS BY FIELD

" SLEEVES, WASHERS AND2

" DIA x16" ANCHOR BOLTS8

4 -

3-6A5-4

FRAME AND COVER BY STRUCT BR.

EL. 803.38

EL. 801.75

SHAFT

ACCESS

CABLE TRAYS

EL. 769.58�

4" TREATED WATER

768.75�EL.

4" RAW WATER

2" AIR

4" x 1" BUSHING

DRAINS

1" TREATED WATER

6" RW

1" AIR

EL. 774.5

EL. 767.0

" B.C.8

HEX HEAD BRONZE

"2

AND PROVIDE 4 -

DRILL & TAP FOR

ROUGHEN TO OBTAIN BOND

EL. 774.5

SEE DETAIL Q

C A

D-1 D1

EL. 767.0

1" GLOBE VALVE

COUPLING

1" UNIVERSAL HOSE

NOTES:

A

A

T TS S

B3 B3

Y YX X

U

V

V

EL. 774.50

ABANDON IN PLACE

NORMALLY CLOSED

EXIST. 8" DIA. GATE VALVE

2'-7" 2'-5"

3"

ABANDON IN PLACE

8" DIA. BLIND FLANGE

1•" 4'-8"

NEW LINK SEAL

FOR NEW 6" RW

CORE DRILL

19•"

R W

BY GOVERNMENT PERSONNEL

AND ABONDONED IN PLACE

8" DIA. GATE VALVE - CAPPED

5'-2"|

6" x 4" x 4" TEE

4" RW

S T

A

C O

N T

J

T

{ AIR RECESS

2'-2"

5" 4" 6"

PLAN - EL. 767.00

4" TW

4"

EL. 773.50

LADDER

ACCESS

|EL. 802.50

" AIR4

1'-7•"

4" RW

ROOM

PUMP

EXIST.

EL. 774.5

EL. 774.0

EL. 768.00

EL. 772.50

4"

4" RW

EL. 767.00

ABANDONE IN PLACE,

PUMP FOUNDDATION

"8

2'-3

1 4

-6

A -8

-6

A -4

EL. 800.53

"4

2'-8

3 8

EL. 767.00

EL. 767.92

(ABANDONE IN PLACE)

EXIST. PUMP FOUNDATION

AIR

R

2" EXTRA HCY CPLG

ABANDON IN PLACE

EXIST. PUMP FOUNDATION

ABANDON IN PLACE

EXIST. PUMP FOUNDATION

1" AIR, EL. 773.50

4" RW, EL. 772.00

1. SEE DWG 67W406 AND 67W301 FOR GENERAL NOTES.

A: COMPRESSED AIR.

TW: TREATED WATER

RW: RAW WATER

LEGENDS

IN THE ACCESS SHAFT

CONNECTION IS ACCEPTABLE

WELDED PIPE (6" RW)

5'-0" 3'-4" " DIA4

" B.C.8

7"

1"

1" "2

2 "2

" DIA4

SEE DWG 67W302

TO PUMP PLATFORM

6" RW

EL. 805.00|

SUCTION LINE, EL. 768.83�

LADDER

EXIST. ACCESS

(67W303)

(6

W

SHAFT

ACCESS

FOR CLARITY

OTHERS NOT SHOWN

RW LINE SHOWN

4" RW

R W

R W

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:4

:4 c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHIEF, CIVIL DESIGN BRANCH

---1

M04

W_TVA

---0

567W408

XX

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

11/12/62

RGS HHC - -03/06/62

RGS

HHC

JAMES R. WADDLE P.E

11/28/16

MECHANICAL

AIR AND WATER LINES

R

R

R

R

5X

4M67W408

-JM- JM JM LK LWS

MARVIN A. CONESRUSSELL W. TOMPKINSJAMES A. NIZNIK

02 1 2 4FT

SCALE: •''=1'-0''

67W409 & 67W302

67W406 & 67W407

EXPOSED - SHEET 3

EHB

EHB

FIELD CHANGES

MISC. REVISIONS, WO H22-532.01, PA 3192

ADDED LOWER GATE FIRE PROTECTION SYS.

08/08/77 DEW

07/01/86 RJD

UPDATED AS-BUILT CONDITION

4 05/15/16

UPDATED TO CAD

REPLACED RAW WATER SYSTEM. CHANGED DWG NO. FROM 67N408 R4 TO 67W408 R5.

12/08/16 BJC LCT LCT

PIPING SEE 67W405

FOR CONT EMBEDDED

67W405

DWG

CONT ON

SUPERSEDE DWG 67N408 R4

2'-

'-7

MIN

MIN

1'-2"

PLAN - RIVER WALL

0 2' 4' 8'

" = 1'-0"4

SCALE:

LAND WALL OPPOSITE HAND

LOWER GATE FIRE PROTECTION SYSTEM

DETAIL F4

0 6" 1' 2'

" = 1'-0"4

SCALE:

DETAIL H4

NOT TO SCALE

DETAIL G4

0 6" 1' 2'

" = 1'-0"4

SCALE:

D4-D4

0 1' 2' 4'

" = 1'-0"2

SCALE:

E4-E4

0 1' 2' 4'

" = 1'-0"2

SCALE:

A4-A4

0 1' 2' 4'

" = 1'-0"2

SCALE:

B4-B4

0 2' 4' 8'

" = 1'-0"4

SCALE:

C4-C4

0 1' 2' 4'

" = 1'-0"2

SCALE:

LIGHTING RECESS (65N406)

NOZZLE, DET H4

BEND

FIELD

FLOW

W

798'-0"

STA 4+86.00

PINTLES�

MATCH LINE A

GATE RECESS

F-10

RECESS

GATE MACHINERY

F-9

F-8

F-8

SLOPE

802'-0"

DETAIL F4

LIGHTING RECESS (65N406)

D-8

C-16

C-16

PIPE GALLERY (BELOW)

AIR & WATER RECESS

LADDER (68N235)

798'-0"

TYPE W

PINTLE�

IN OPEN POSITION

OUTLINE OF GATE

TYPE W

CURTAIN SPRAY.

NOZZLES AS SHOWN ON DET H4 FOR

F-10

TOP OF LOCK

3" RW

EL. VARIES

798.81

3" RW

798.70

PINTLE�

GIRDER, 800.0�

NOZZLE, DET H4

W

STA 4+99.91

OR EQUAL

MK 68N243-2

SUPPORTS

CABLE TRAY

PIPES

REQ'D TO CLEAR

CUT CABLE TRAYS AS

SEE 68N240

FOR CABLE TRAYS

Y-3 (LAND WALL)

X-1 (ANCHOR ON RIVER WALL)

" TEE4

3" x 3" x

" BUSHING2

" x 4

WILL FLOW DOWN FACE OF GATE)

(FIELD TO ADJUST SO THAT WATER

" SPRAY NOZZLE2

NOZZLE, DET H4

W

10" (LAND WALL)

8" (RIVER WALL)

BEND

FIELD

C-15

792.0

802.0

C-16

GIRDER, 800.0�

TYPE W ANCHOR (67N206)

LOWER GATE

UPSTREAM FACE OF

W

W

W

W

3"

W

3"

3"

SHALL BE INSTALLED AS FOLLOWS:

(A) FIELD TO INSTALL VICTAULIC TYPE COUPLINGS

IN A CENTERED OR MIDPOINT POSITION OF

THE GROOVED END OF THE PIPE OR FITTING

TO ALLOW BOTH EXPANSION AND

CONTRACTION, UNLESS OTHERWISE NOTED.

(B) A PIPE HANGER (GUIDE) SHALL BE PLACED

BETWEEN EACH COUPLING AND A DISTANCE

OF 14'-0" IS THE MAXIMUM SPAN BETWEEN

PIPE HANGERS.

(C) ANCHORS SHALL BE PROVIDED ON A VICTAULIC

COUPLED SPAN AT EACH CHANGE OF

DIRECTION OF THE SPAN. A MAXIMUM

DISTANCE OF 100'-0" SHALL BE PERMITTED

BETWEEN ANCHORS.

BE ADJUSTED BY INSTALLING THE VALVE

VALVE AND THE HOSE. THE VALVE SHOULD BE

WHEN ONLY ONE HOSE IS IN USE.

C4

C4

E4

E4

D4

A4

B4

A4 B4

D4

A4

MATCH LINE A

4" RW, DET G4

4" RW

4" RW

SEE NOTE 10

GATE NOZZLE

3" RW

NO

WP EL. 802.00

BALL VALVE

DRIP VALVE AND

WP EL 802.00

WP EL. 803.25

STA 4+99.91D

EL 803.25

UP TO EL. 803.25

793.75 (LAND WALL)

794.00 (RIVER WALL)

802.00

REQUIRED LIST

MARK

NO.

REQ.

DESCRIPTION MATERIAL REMARKS

67W409A

MK. 67W409A

3" STRAINER

FLOODJET, MODEL (1/2)K-80

•" GATE SPRAY NOZZLE

GUTTER

DISCHARGE TO

2" AIR & VACUUM VALVE

MK 67W302E

IN

O

P E

N P

O S

IT

IO

N

O U

T L

IN

E O

F G

A T E

3"

802.00

D-5

F-10

798.00

1'-0"

67W409B

WATTS SERIES 77F-CSI

3" DIA. Y-STRAINER2

MK. 67W409B

6" MK. 67W302I

3" BALL VALVE W/ ACTUATOR

6"

SET SO THAT THE FLOWING INLET PRESSURE

GOVERNMENT APPROVED EQUAL.

TO ACCOMMODATE LINK SEAL PIPE SUPPORT OR

AND HOLE CONFIGURATION WILL BE LARGE ENOUGH

OF NEW 3" PIPE IN PLACE OF THE EXISTING 3" PIPE. PIPE

12. CONCRETE WILL BE CORE DRILLED FOR INSTALLATION

TO THE HOSE DOES NOT EXCEED 100 PSI

PIEZOMETER RING AND GAGE BETWEEN THE

AS REQUIRED.

BY OPW ENINEERED SYSTEMS, STYLE 20, 30 OR 40

13. SWIVEL JOINTS, FABRICATED STEEL AS MANUFACTURED

(TYP.) - NOTE 13

SWIVEL JOINT

4'-3" 8'-0"

1'-2"

5"

5"

FOR 3" RW LINE

SLEEVE DIA. AS NEEDED

INCREASE EXIST.

793.75 (LAND WALL)

794.00 (RIVER WALL)

799.75

803.255"

LINK SEAL

LINK SEAL

3" HEADER, 798.00

799.83

6"

BALL VALVE

1" DIA.

W/ ELEC. ACTUATOR

3" DIA. BALL VALVE

1" DIA. BALL VALVE

MK. 67W302H

1" } BALL VALVE

MK. 67W302H

0.5" } DRIP BALL VALVE

MK. 67W302J

MK. 67W409B

3" DIA. STRAINER

W/ 1" BALL VALVE

3" STRAINER (MK 67W409B)

W/ ACTUATOR

BALL VALVE

MK. 67W302I

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:5

:2 c d o c u m e n t s a n d s e t t in g s h e c d b j c p w w o r k c e lr n d m s

W

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHIEF, CIVIL DESIGN BRANCH

---1

M04

W_TVA

---0

467W409

XX

INITIAL ISSUE

MELTON HILL LOCK

MELTON HILL PROJECT

11/20/61

MLJ

MLJ - -

WLL HAM

08/11/61

MLJ

JAMES R. WADDLE P.E

11/28/16

MECHANICAL

AIR AND WATER LINES

R

R

R

4X

4M67W4059

04 3 2 1 4

SCALE: ‚''=1'-0''

ADD DETAIL OF 1" AIR TO HORN

ADDED MINOR REVISIONS DET. D & E.

-ES- JM JM LK LWS

MARVIN A. CONESRUSSELL W. TOMPKINSJAMES A. NIZNIK

EXPOSED - SHEET 4

DGW

MJG & WGG

JDGW MJG & WGG NMC

10/01/80 WLL -

UPDATED TO CAD

05/15/16

REPLACED RAW WATER SYSTEM. CHANGED DWG NO. FROM 67N409 R3 TO 67W409 R4.

12/08/16 LCT LCTBJC

NOZZLE, DET H4

CONT FROM 67W407

NOTES (CONTINUED FROM 67W406)

10. 4" RW LINES WITH VICTAULIC TYPE COUPLINGS

11. EACH PRESSURE RESTRICTING VALVE IS TO

SUPERSEDE DWG 67N409 R3

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P lo im e

P t e

F il m e c d o c u m e n t s a n d s e t t in g s h e c d b jc p w w o r k c e lr n d m s

W .d w g

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

NOT TO SCALE

XX

MELTON HILL LOCK

ELECTRICAL

WASH DOWN & GATE SPRAY PUMPS

WIRING SCHEMATIC

MELTON HILL PROJECT

4 65W301 0

INITIAL ISSUE

JULY 17 CTP CTP SMP - HAH RWT MAC - - -

W_TVA

04 E

E 465W301

CELRN 0

CHRIS PURDY

CHIEF, CIVIL DESIGN BRANCH

CTP

SMP

JUL 17

5/C 1/0 AWG W/ #6 AWG GND

AT PUMP PLATFORM

Compartment 2D

From MCC-OP

3PH/460V Supply

COMPARTMENT 1D

FROM MCC-OP

3PH/460V SUPPLY

PUMP PLATFORM

CLOSE

OPEN

NEUTRAL

(BVA1. RIVERWALL)

BALL VALVE W/ACTUATOR

TRANSFORMER

CONTROL

SPRAY

MCC GATE

MACHINERY RECESS

RIVERWALL GATE

LOCATED DOWNSTREAM

*SEE NOTE 4

WP - WASHDOWN PUMP

UHC - UTILITY HOSE CABINET

TR - TIMING RELAY

OLS - OVERLOAD RELAYS

OP-ROOM - OPERATIONS ROOM

GP - GATE SPRAY PUMP

DCS - DOWNSTREAM CONTROL STAND

UCS - UPSTREAM CONTROL STAND

BVA - BALL VALVE W/ACTUATOR

ABBREVIATIONS:

GATE SPRAY PUMP WASHDOWN PUMP

ELECTRIC ACTUATOR

BALL VALVE WITH

30101

30102

30103

30126

30127

30128

30111430111 301112 301113301111

30101

30102

30103

30104

30105

30106

30107

30108

30109

30110

30111

30112

30113

30114

30115

30116

30117

30118

30119

30120

30121

30122

30123

30124

30125

30126

30127

30128

30129

30130

30131

30132

30133

30134

30135

30136

30137

30138

30139

30140

30141

30142

30143

301109

30110

30107

30131

30134

30135

301383 301384 301385 301386 301387 301388301382 301389301381

200A

200A DISC.

NEMA SIZE 4

GP

75HP

GATE SPRAY PUMP

FLA 96

500VA

480V PR1

120V SEC

3A

3A

8A

5A

UCS

START

RUN

OP-ROOM

DCS

TR

OL

10 SEC

STOP

MOTOR SPACE

HEATER

144W

ON

GP AUX 1

GP AUX 2

70A

60A DISC.

NEMA SIZE 2

WP

20HP

WASH DOWN PUMP

FLA 27A

300VA

480V PR1

120V SEC

2A

2A

MOTOR SPACE

HEATER

48W

UHC4

UHC3

WP AUX 1

OLS

BVA1

UHC1

UHC2

BVA3

ON

WP AUX 2

WP AUX 3

20A

BVA

BVA

GND

NOTES:

1. CONTROL RELAY FOR BVA1 AND BVA2 LOCATED IN

MACHINERY HOUSE 1 AND 2 RESPECTIVELY.

2. SEE DWG. Q4-6 FOR DETAILS OF CABLE SCHEDULE.

3. ALL POWER & CONTROL DEVICES ON THIS DRAWING ARE

TO BE PROVIDED NEW AS PART OF THIS CONTRACT.

4. THERE ARE TWO BALL VALVE ACTUATORS. ONE IS

SHOWN, BVA3 IS LOCATED IN THE DOWNSTREAM

LANDWALL MACHINERY RECESS AND IS SUPPLIED BY THE

GATE SPRAY CONTROL TRANSFORMER.

5. EXISTING PUSHBUTTONS IN OPERATIONS BUILDING AND

CONTROL STANDS SHALL BE REUSED.

#14 AWG

5/C #8 AWG W/ #8 AWG GND

#14 AWG

MARVIN A. CONESRUSSELL W. TOMPKINSHUSEIN A. HASAN

JAMES R. WADDLE P.E.

RAW WATER SYSTEM REHAB

14 AWG

VANESSA C. BATEMAN P.G., P.E.

EL. 802.0

HYD EQUIP ROOM

EL. 774.5

SEE DWG 67W408

EXIST. PUMP ROOM

EL. 767.0

EL. 779.5

MCC

To

RUN CONDUIT IN EXISTING CABLE TRAYS

5/C #8 W/ #8 GND

1" CONDUIT

B A S

E L

IN

E O

F D

A M S

T A

R5

L5

R4

L4

R3

L3

M2

M1

R2

L2

R1

L1

FLOW

DETAIL A

EL. 805.25

RECESS, SEE 61N413

GATE MACHINERY

DETAIL A

BUILDING

OPERATIONS

SHAFT

EQUIPMENT ACCESS SHAFT

CONTROL STAND

BELOW SURFACE

PUMP ROOM

61N256

L3

61N254

L2

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P e

P t e

F m e c d o c u m e n t s a n d s e t t in g s h e c d b jc p w w o r k c e lr n d m s

W .d w g

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

NOT TO SCALE

XX

MELTON HILL LOCK

ELECTRICAL

PUMP POWER

CONDUIT LAYOUT

MELTON HILL PROJECT

4 65W302 0

INITIAL ISSUE

JUL 17 CTP CTP SMP - HAH RWT MAC - - -

W_TVA

04 E

E 465W302

CELRN 0

CHRIS PURDY

CHIEF, CIVIL DESIGN BRANCH

CTP

SMP

JUL 17

MARVIN A. CONESRUSSELL W. TOMPKINSHUSEIN A. HASAN

JAMES R. WADDLE P.E.

RAW WATER SYSTEM REHAB

SEE DWG 61N254

EQUIPMENT SHAFT

SEE DWG 67W408

ACCESS SHAFT

SEE DWG 67W408

COMPRESSED AIR RECESS

CONTROL STAND

UPSTREAM LANDWALL

AND OTHER MECH. EQUPMENT

FOR PUMP PLATFORM

SEE DWG 67W302 & 67W303

SEE DWG 67W408

FIRE HOSE CABINET

RECESS

COMPRESSED AIR

TO PUMP PLATFORM

ELEC. CONDUIT

A A

SECTION A-A

5/C #1/0 W/ #6 GND

2" CONDUIT

5/C #8 W/ #8 GND

1" CONDUIT

5/C #1/0 W/ #6 GND

2" CONDUIT

5/C #8 W/ #8 GND

1" CONDUIT

5/C #1/0 W/ #6 GND

2" CONDUIT

Control Cable Schedule

Cable Cond. Origin Color Wire # Dest.

(ft)

Length

C301

9C MCC

RD 30135

OP-RM 60

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR 301381

BN SPARE

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C302

9C OP-RM

RD 30135

WP20 100

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR 301382

BN SPARE

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C303

9C WP20

RD 30135

DCS 500

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301383

BL/BK SPARE

OR/BK SPARE

C304

9C DCS

RD 30135

UHC3 20

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301384

BL/BK SPARE

OR/BK SPARE

C305

9C UHC3

RD 30135

UHC4 500

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301385

BL/BK SPARE

OR/BK SPARE

C306

9C UHC4

RD 30135

UCS 20

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301386

BL/BK SPARE

OR/BK SPARE

C307

9C UCS

RD 30135

UHC2 110

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301387

BL/BK SPARE

OR/BK SPARE

Control Cable Schedule

Cable Cond. Origin Color Wire # Dest.

(ft)

Length

C308

9C UHC2

RD 30135

UHC1 500

Pump

HP

for 20

Control

BK 30131

BL 301389

YL 30139

OR SPARE

BN SPARE

RD/BK 301388

BL/BK SPARE

OR/BK SPARE

C309

9C MCC

RD 30110

OP-RM 60

Pump

HP

for 75

Control

BK 30107

BL 301114

YL 30113

OR 30111

BN SPARE

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C310

9C OP-RM

RD 30110

GP75 100

Pump

HP

for 75

Control

BK 30107

BL 301114

YL 30113

OR 301111

BN SPARE

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C311

9C GP75

RD 30110

UCS 30

Pump

HP

for 75

Control

BK 30107

BL 301114

YL 30113

OR SPARE

BN 301112

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C312

9C UCS

RD 30110

DCS 500

Pump

HP

for 75

Control

BK 30107

BL 301114

YL 30113

OR 301113

BN SPARE

RD/BK SPARE

BL/BK SPARE

OR/BK SPARE

C313

3C UHC3

RD 30135

BVA1 30

Control

BVA1 BK 30131

BL SPARE

C314

3C UHC1

RD 30135

BVA2 30

Control

BVA 2 BK 30131

BL SPARE

NOTES:

1. CABLE LENGTH IS APPROXIMATE AND

REQUIRES FIELD VERIFICATION FROM THE

CONTRACTOR BEFORE PURCHASING CABLE.

WP - WASHDOWN PUMP

UHC - UTILITY HOSE CABINET

OP-RM - OPERATIONS ROOM

MBR - MOTOR CONTROL BUCKET RELAY

GP - GATE SPRAY PUMP

DCS - DOWNSTREAM CONTROL STAND

UCS - UPSTREAM CONTROL STAND

BVA - BALL VALVE W/ACTUATOR

ABBREVIATIONS:

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of…