CKLK_Lock_Chamber_Folio_3_-_Industry_Review_Set_2_of_2.pdf

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

T i m e

P l

D a t e

F i l e

N m e

:2

:5

A M

C

U s e r s h e c x d e k

D o c u m e n t s p w w o r k c e lr n d m s

W

L C .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

DMR

DLN

DETAILS

LOCK LIGHTNING PROTECTION

CHICKAMAUGA PROJECT

INITIAL ISSUE

JAN

NONE

XX

0 - - KLS - - -

W_TVA

07 E

E

(NOTE 3)

GROUND LUG

#4/O (NOTE 4)

COPPER BASE

†"x24" AIR TERMINAL

LOWERING RING

FIXTURE

LOWERING EQUIPMENT

HANDHOLE FOR

(NOTES 1 AND 2)

AIR TERMINAL

HIGH MAST POLE

GALV. STEEL

TYPE A, A1, B, H

FIXTURE

TOP MOUNT POINT BASE

(NOTE 5)

DETAIL 2

- SCALE: NONE

DETAIL 1

- SCALE: NONE

HIGH MAST POLES

LIGHTNING PROTECTION

NOTES

DETAIL 3

- SCALE: NONE

BLACK & VEATCH

JUN/17

LOCK REPLACEMENT

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

R0-59 LIGHTNING ROD

BR-1122 MOUNTING BRACKET

GA-808 GROMMET

HEADFRAME COVER

m m

A F

T E

R

S

S E

M B

L Y

ROD MOUNTING DETAIL

50' TO 80' POLE LIGHTNING

5.

4.

3.

2.

1.

TO ACCOMMODATE †" DIA. AIR TERMINAL.

TERMINALS TO ALL 30' POLES. USE ADAPTER TYPE 203-2FSM

(CAT. NO. 656P) SHALL BE USED FOR MOUNTING AIR

COPPER BASE AS MANUFACTURED BY THE ROBBINS COMPANY

OF THE LOWERING RING.

THE CABLE DOES NOT INTERFERE WITH THE OPERATION

SHALL SECURE THE DOWN CABLE TO THE POLE, SO THAT

HAVING A FIXTURE-LOWERING RING, THE CONTRACTOR

BASE OF THE POLE. IN THE CASE OF LIGHTING POLES

TERMINAL AND CONNECTED TO THE GROUNDING LUG AT THE

THE #4/O DOWN CABLE SHALL BE ROUTED FROM THE AIR

CABLES.

THE POLE, SUITABLE FOR CONNECTING TWO #4/O GROUND

PROVIDE ONE GROUND LUG LOCATED IN THE BASE OF

INSTALLATION INSTRUCTIONS.

DEVICE ON ALL 50' TO 80' POLES, PER MANUFACTURERS

LIGHTNING ROD SHALL BE INSTALLED WITH THE LOWERING

MANUFACTURED BY ROBBINS CAT. NO. 21C OR EQUAL.

†" DIA. x 24" WITH HIGH COPPER POINT, AS

THE TOP OF EACH POLE. THE AIR TERMINAL SHALL BE

THE CONTRACTOR SHALL INSTALL ONE AIR TERMINAL AT

DLN DMR RLM

RLM

NCB

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W824-LC

65W824-LC

CHIEF, CIVIL DESIGN BRANCH

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

DRAFT

OFF

MIN 18"

LOCK WALL

SIZE PER CABLE SCHEDULE,

RGS CONDUIT AND WIRING

TOP OF LOCK WALL

HAND RAIL

NOT TO SCALE

X

NOTES

1.

TO GENERAL LOCK PLAN 65W213.

SWITCHES AND POWER OUTLETS, REFER

FOR LOCATIONS OF HEAVY DUTY SAFETY

HEAVY DUTY SAFETY SWITCH

NEMA TYPE 4X, 480V, 400A,

3-WIRE, NOT FUSED

TYPICAL DISCONNECT SWITCH

65W703, 65W704, AND 65W705

DRAWING NUMBERS 65W702,

ON

OFF

APPLETON RECEPTACLE

(4 HOLES)

26.25

10.38

7.50

11.50

.25

.16 R

.25 R

21.25

20.63

6.50

NOT TO SCALE

HEAVY DUTY SAFETY SWITCHES WITH RECEPTACLE

12"

MIN

ON DISCONNECT SWITCH

MOUNTING BRACKETS

EXTEND TO THE TOP

SUPPORT RAIL SHOULD

M A

X

P-1000 ASSEMBLY

UNISTRUT

MOUNTING TOOL

UNISTRUT

CONDUIT

NOT TO SCALE

TYPICAL GFCI MOUNTING DETAIL

2.

NOTE 2

ƒ" CONDUIT

I

N

WITH HANDRAIL.

ON TOP OF LOCKWALL SHALL BE MOUNTED IN LINE

WALL OR ON CHANNEL. RECEPTACLES MOUNTED

MINIMUM. MAY BE MOUNTED DIRECTLY TO

MOUNTING HEIGHT TO BE 12" AFF

TYP.

INTO WALL MATL. AS REQ'D,

MTG. ANCHORS INSTALLED

3/4" RGS CONNECTOR

(NOTE 3)

RED ALARM HORN

ALARAM HORN MOUNTING DETAIL #1

3.

THE WEATHERPROOF BACK BOX.

ALARM HORN RATED FOR OUTODOORS INCLUDES

5/8" O HOLE (TYP)

L

CL

CL

CLCL

5"

TYP

5"

TYP

T Y

P

T Y

P

3/16

PLAN VIEW

NOT TO SCALE

CL

L

M12 x 125/50 (4 TOTAL)

HILTI HDA-P ANCHOR

WITH BUSHING

RGS CONDUIT HUB

G

O U

T

2 1/4" 2 1/4" L

LP 1/4"

L

1/4" O BOLTS (2 TOTAL)

NOT TO SCALE

ALARM HORN MOUNTING DETAIL #2

CAP PLATE

ALARM HORN

OUTDOOR RATED

ELEVATION

#2 FOR MTG.

SEE DETAIL

NOT TO SCALE

BUILDING EXTERIOR WALL

(SEE NOTE 4)

CONDUIT STRAPS AS REQ'D)

TO TOP OF LOCK (ADD

ƒ" RGS CONDUIT DOWN

NOT TO SCALE

(SEE NOTE 4)

CONDUIT STUB-UP

THICK

P•"

3/16

3/16

(SEE NOTE 5)

HSS 3" x 3" x‰"

TO PLATE OPENING

TO TOP OF LOCK CONC.

CONDUIT STUBBED UP

THICK

P•"

CL

CL

CL

P‚" x 6" x 6" CAP PLATE

(SEE NOTE 5)

HSS 3" x 3" x‰" POST

ABOVE THIS DWG.

SEE PLAN VIEW

VERTICAL MOUNTING POST BASE PLATE

4.

ALARM HORN DEVICES SEE DWG. 65W863.

FOR TOP OF LOCK CONDUIT PENETRATIONS TO

5. ALL METAL MATERIALS SHALL BE GALVANIZED, TYP.

(SEE NOTE 5)

HSS 3" x 3" x‰" POST

BUSHING AND LOCK NUTS

CLOSE NIPPLE WITH

ƒ" 0 x 1" GALV.

ALARM HORN POLE MOUNTING DETAIL #3

BOX WITH MTG. BRACKETS

GANG WEATHERPROOF

4" SQ x 1.5"D DBL.

SEE DETAIL #3

ALARM HORN EL.

HORN C OF MOUNTING

DRILLƒ" 0 HOLE FOR

SIDE VIEW

FRONT VIEW

SIDE VIEW

ELEVATION

CONC. GRADE

TOP OF LOCK

WITH MTG. BRACKETS

GANG WEATHERPROOF BOX

4" SQ x 1.5"D DBL.

SIDE VIEW

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

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

:2

:5

C

U s e r s h e c x d e k

D o c u m e n t s p w w o r k c e lr n d m s

W

L C .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

E

E07

W_TVA

---KLS--0

XX

NONE

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

BLACK & VEATCH

JUN/17

ELECTRICAL POWER SYSTEM

LOCKWALL EQUIPMENT

DETAILS

DLN

DMR

DLN DMR RLM

RLM

NCB

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W825-LC

65W825-LC

CHIEF, CIVIL DESIGN BRANCH

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

DESCRIPTIONITEM

SPACING, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE STRAIGHT SECTION, LADDER TYPE, 5" DEEP, 9" RUNG1

1A

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE 90 DEGREE HORIZONTAL BEND, LADDER TYPE, 24" RADIUS,

SPACING, HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE STRAIGHT SECTION, LADDER TYPE, 5" DEEP, 9" RUNG

2A

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE 90 DEGREE HORIZONTAL BEND, LADDER TYPE, 24" RADIUS,

2B

RADIUS, 5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE TO 12" WIDE HORIZ REDUCING TEE, LADDER TYPE, 24"

2C

DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE TO 12" WIDE LEFT HAND REDUCER, LADDER TYPE, 5"

2D

HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE HORIZONTAL TEE, LADDER TYPE, 24" RADIUS, 5" DEEP,

2E

DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

24" WIDE VERTICAL OUTSIDE BEND, LADDER TYPE, 24" RADIUS, 5"

SPACING, HOT DIP GALVANIZED AFTER FABRICATION STEEL

36" WIDE STRAIGHT SECTION, LADDER TYPE, 5" DEEP, 9" RUNG

3A

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

36" WIDE 90 DEGREE HORIZ BEND, LADDER TYPE, 24" RADIUS,

4A

GALVANIZED AFTER FABRICATION STEEL

12" WIDE STRAIGHT SECTION SOLID FLANGED COVER, HOT DIP

4B

4C

RADIUS, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE 90 DEGREE HORIZ BEND SOLID FLANGED COVER, 12"

4D

4E

HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE HORIZONTAL TEE SOLID FLANGED COVER, 12" RADIUS,

4F

4H

GALVANIZED AFTER FABRICATION STEEL

HORIZONTAL ADJUSTABLE SPLICE PLATES, 1 PAIR, HOT DIP

GALVANIZED AFTER FABRICATION STEEL

VERTICAL ADJUSTABLE SPLICE PLATES, 1 PAIR, HOT DIP

FABRICATION STEEL

EXPANSION SPLICE PLATES, 1 PAIR, HOT DIP GALVANIZED AFTER

8 BRACED SINGLE BRACKET, 18" LONG FOR 12" WIDE CABLE TRAY

9 BRACED SINGLE BRACKET, 30" LONG FOR 24" WIDE CABLE TRAY

10 BRACED SINGLE BRACKET, 42" LONG FOR 36" WIDE CABLE TRAY

HEAVY DUTY HOT DIP GALVANIZED STEEL.

REQUIRED. CABLE TRAY SHALL BE FABRICATED FROM

AND MISCELLANEOUS HARDWARE AND ACCESSORIES AS

HANGERS, SUPPORTS, BRACKETS, SPLICE PLATES,

THE CABLE TRAY SYSTEM SHALL INCLUDE FITTINGS,

24" RADII.

ALL HORIZONTAL AND VERTICAL BENDS SHALL HAVE

CABLE TRAY.

BOLT HEADS SHALL BE INSTALLED ON INSIDE OF

BURRS AND SHARP EDGES SHALL BE REMOVED.

WHERE CABLE TRAY FIELD CUTS ARE REQUIRED, ALL

RUNGS USING APPROVED CABLE TIES.

CABLES SHALL BE SECURELY FASTENED TO TRAY

CHANGES IN GALLERY FLOOR ELEVATIONS.

INSTALLED WHERE NECESSARY TO COMPENSATE FOR

VERTICAL ADJUSTABLE SPLICE PLATES SHALL BE

PASS THROUGH WALLS AND FLOORS.

WHEREVER HORIZONTAL OR VERTICAL CABLE TRAYS

50 FEET APART. MARKERS SHALL BE INSTALLED

AND ON INTERMEDIATE SECTIONS, NO MORE THAN

SHALL BE PLACED ON THE FIRST AND LAST SECTIONS,

RAIL AND IN VIEW FROM FLOOR LEVEL. MARKERS

LETTERS WITH A YELLOW BACKGROUND ON THE SIDE

DESIGNATION MARKERS SHALL BE 1ƒ" BLACK

THE DESIGNATOR SHOWN ON THE DRAWINGS.

ALL CABLES TRAYS SHOWN SHALL BE MARKED WITH

OR CONTRACTION JOINTS.

WHERE CABLE TRAYS CROSS STRUCTURE EXPANSION

EXPANSION SPLICE PLATES SHALL BE INSTALLED

AND BONDED AT MAXIMUM INTERVALS OF 250 FEET.

EXPANSION SPLICE PLATES SHALL BE INSTALLED

IN CONTINUOUS STRAIGHT RUNS OF CABLE TRAY,

2E

4F

DETAIL 4, DRAWING 65W827.

VERTICAL ADJUSTABLE SPLICE PLATES. SEE

HORIZONTAL ADJUSTABLE SPLICE PLATES AND

INSTALLED ACROSS EXPANSION SPLICE PLATES,

A #500 MCM COPPER BONDING JUMPER SHALL BE

8 FEET.

THE MAXIMUM SPAN BETWEEN SUPPORTS SHALL BE

(BOTTOM OF TRAY).

CABLE TRAY ELEVATIONS ARE INDICATED BY B.O.T.

CLAMPS. SEE DETAIL 5, SHEET 65W827.

MCM BARE COPPER BONDING JUMPERS AND GROUND

THIS CONDUCTOR EVERY 100 FEET USING #500

INSTRUMENTATION TRAYS SHALL BE BONDED TO

USING GROUND CLAMPS. THE CONTROL AND

ENTIRE LENGTH OF THE POWER CABLE TRAYS

CONDUCTOR SHALL BE INSTALLED ALONG THE

A BARE, STRANDED #500 MCM COPPER GROUNDING

4H

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE STRAIGHT SECTION, LADDER TYPE 6" RUNG SPACING,

24" RADIUS, 5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE 90 DEGREE HORIZ BEND, LADDER TYPE 6" RUNG SPACING,

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE HORIZONTAL TEE, LADDER TYPE 6" RUNG SPACING, 12" RADIUS,

FABRICATION STEEL

RUNG SPACING, 24" RADIUS, 5" DEEP, HOT DIP GALVANIZED AFTER

12" WIDE 90 DEGREE VERTICAL OUTSIDE BEND, LADDER TYPE 6"

4G

24" RADIUS, HOT DIP GALVANIZED AFTER FABRICATION STEEL

12" WIDE 90 DEGREE VERT OUTSIDE BEND, SOLID FLANGED COVER,

9" RUNG SPACING

5" DEEP, HOT DIP GALVANIZED AFTER FABRICATION STEEL,

12" WIDE 90 VERTICAL OUTSIDE BEND, LADDER TYPE, 24" RADIUS,

3B

HOT DIP GALVANIZED AFTER FABRICATION STEEL

30" WIDE STRAIGHT SECTION, LADDER TYPE, 5" DEEP, 9" RUNG SPACING,

PUMPS.

HINDER SUMP ACCESS OR REMOVAL OF SUMP

CABLES AND RACEWAY IN THIS AREA SHALL NOT

CABLE TRAY CTLPVP-3L SHALL BE A 30" WIDE TRAY.

SEE SHEET 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

6"

1'-6"

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

6"

6'-0"

6'-0"

5'-0" 12"12"6"

6"

12" 12"

6'-0"

12"12"

1'-8"

SUPPORT

GALLERY (TYP.)

LOCK CROSSOVER

GALLERY

RIVERWALL

EL. 678.5

GALLERY FLOOR

24" CONTROL

PIPE SUPPORT

WALL CHANNEL

SEE NOTE 12

#500 MCM

12" INSTRUMENTATION

6"

EL. 685.5

EL. 686.5

EL. 684.5

EL. 640.5

GALLERY FLOOR

EL. 650.0

GALLERY CEILING

EL. 688.0

GALLERY CEILING

EL. 688.0

GALLERY CEILING

EL. 678.5

GALLERY FLOOR

1'-8"

CTLVP-3R

CTINST-13R

GALLERY

RIVERWALL

SHAFT

UTILITY

GALLERY

LOCK

GALLERY

CROSSOVER

GALLERY

LANDWALL

GALLERY

CROSSOVER

2'-4"

1'-8"

SEE DETAIL 2, THIS SHEET

TO CROSSOVER GALLERY)

(FOR CONTINUATION DOWN

UTILITY SHAFT

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

:3

: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

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

E

E07

W_TVA

---KLS--0

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

PRM

RLS

DLN

PRM RLS DLN

ELECTRICAL RACEWAY

CABLE TRAY NOTES, MATERIAL

SCHEDULE, SECTIONS AND DETAILS

JUN/17

BLACK & VEATCH

SCALE: •"-1-0"

DETAIL 1

65W886 SCALE: •"-1-0"

DETAIL 2

65W869

SCALE: •"-1-0"

DETAIL 3

65W887

2'-0"

CTLVC-13R

SEE NOTE 12

#500 MCM

2'-0" 1'-4"

CTLVP-11R

CTLVC-13R

CINST-13R

RIVERWALL GALLERY

CABLE TRAY UP TO

CTLVC-13R

12"12"12"6"

6" 12"

GALLERY

CROSSOVER D

65W826

D

65W826

12"

CINST-13L

CTLVC-13L

CTLVP-6L

GALLERY

LANDWALL

UP TO

CTINST-13L

CTLVC-13L

CTLVP-11L

SCALE: •"=1'-0"

DETAIL 4

65W869

GALLERY

CROSSOVER

2'-0"

CTLVP-11L

CTLVC-13L

CTINST-13L

12"

3'-0"

GALLERY

TO LANDWALL

CABLE TRAY UP

CTLVC-13L

CTLVC-13L

CTINST-13L

CTLVP-6L

SUPPORT

CTINST-13L

EL. 678.5

EL. 687.0

EL. 686.53"A

4"SW

TRANSFORMER ROOM

ENTRANCE TO

UTILITY CHASE

EL.686.0'

CTLVP-7L

EL.685.5'

CTLVC-12L

DWG 67W439

SEE SECTION D

FOR CONT.

SCALE: •"=1'-0"

SECTION F

65W886

PIPE SUPPORT

UTILITY SHAFT

OF ACCESS HATCH

TO CONCRETE WALL

SUPPORT ATTACHED

24" POWER (600V)

12" CONTROL

12" INSTRUMENTATION

PIPE SUPPORT

WALL CHANNEL

CTINSTR-13R

E

E

CTINST-13R, B.O.T. EL. 684.5

CTVLC-13R, B.O.T. EL. 685.5

CTLVP-3R, B.O.T. EL. 686.5

13.8KV CONDUITS

SCALE: •"=1'-0"

SECTION D

65W826

12"

SCALE: •"-1-0"

SECTION C

65W826

SCALE: •"=1'-0"

SECTION B

65W869

SCALE: •"=1'-0"

SECTION E

65W826

C

65W826

C

-65W826

MECHANICAL PIPING

3" & 4"

4" ELECTRICAL CONDUIT

18"

4" ELECTRICAL CONDUIT

3" & 4" MECHANICAL PIPING

4" ELECTRICAL CONDUIT

GALLERY

UP TO RIVERWALL

MECHANICAL PIPING

3" & 4"

MECHANICAL PIPING

3" & 4"

SEE NOTE 15

24" POWER (600V)

6'-0"

24" CONTROL

PIPE SUPPORT

WALL CHANNEL

SEE NOTE 12

#500 MCM

12" INSTRUMENTATION

6"

EL. 684.5

EL. 686.5

EL. 683.5

GALLERY

LOCK

SEE NOTE 15

36" POWER (600V)

EL. 688.0

GALLERY CEILING

EL. 678.5

GALLERY FLOOR

EL.686.0'

CTLVP-10L

SCALE: •"=1'-0"

SECTION A

65W865-65W867-65W868-65W866-65W827 SCALE: •"=1'-0"

SECTION G

65W865-65W867-65W868-65W866-65W827

EL. 685.524" POWER (600V)

EL.686.5'

CTLVP-9L

EL.686.0'

CTLVC-11L

CL CHASE

GROUND CONDUCTOR

1/C-500KCMIL BARE STRANDED

NCB

11'-3"

1'-4"

2'-4"

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W826-LC

65W826-LC

CHIEF, CIVIL DESIGN BRANCH

1.

CABLE TRAY MATERIALS SCHEDULE

NOTES

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

12" 12" 18"

3'-6"

CTLVP-11R

CTLVC-13R

CTINST-13R

SEE NOTE 14

4" ELECTRICAL CONDUIT

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

PUMPS.

HINDER SUMP ACCESS OR REMOVAL OF SUMP

CABLES AND RACEWAY IN THIS AREA SHALL NOT

HEAVY DUTY HOT DIP GALVANIZED STEEL.

REQUIRED. CABLE TRAY SHALL BE FABRICATED FROM

AND MISCELLANEOUS HARDWARE AND ACCESSORIES AS

HANGERS, SUPPORTS, BRACKETS, SPLICE PLATES,

THE CABLE TRAY SYSTEM SHALL INCLUDE FITTINGS,

24" RADII.

ALL HORIZONTAL AND VERTICAL BENDS SHALL HAVE

CABLE TRAY.

BOLT HEADS SHALL BE INSTALLED ON INSIDE OF

BURRS AND SHARP EDGES SHALL BE REMOVED.

WHERE CABLE TRAY FIELD CUTS ARE REQUIRED, ALL

RUNGS USING APPROVED CABLE TIES.

CABLES SHALL BE SECURELY FASTENED TO TRAY

CHANGES IN GALLERY FLOOR ELEVATIONS.

INSTALLED WHERE NECESSARY TO COMPENSATE FOR

VERTICAL ADJUSTABLE SPLICE PLATES SHALL BE

PASS THROUGH WALLS AND FLOORS.

WHEREVER HORIZONTAL OR VERTICAL CABLE TRAYS

50 FEET APART. MARKERS SHALL BE INSTALLED

AND ON INTERMEDIATE SECTIONS, NO MORE THAN

SHALL BE PLACED ON THE FIRST AND LAST SECTIONS,

RAIL AND IN VIEW FROM FLOOR LEVEL. MARKERS

LETTERS WITH A YELLOW BACKGROUND ON THE SIDE

DESIGNATION MARKERS SHALL BE 1ƒ" BLACK

THE DESIGNATOR SHOWN ON THE DRAWINGS.

ALL CABLES TRAYS SHOWN SHALL BE MARKED WITH

OR CONTRACTION JOINTS.

WHERE CABLE TRAYS CROSS STRUCTURE EXPANSION

EXPANSION SPLICE PLATES SHALL BE INSTALLED

AND BONDED AT MAXIMUM INTERVALS OF 250 FEET.

EXPANSION SPLICE PLATES SHALL BE INSTALLED

IN CONTINUOUS STRAIGHT RUNS OF CABLE TRAY,

DETAIL 4, DRAWING 65W827.

VERTICAL ADJUSTABLE SPLICE PLATES. SEE

HORIZONTAL ADJUSTABLE SPLICE PLATES AND

INSTALLED ACROSS EXPANSION SPLICE PLATES,

A #500 MCM COPPER BONDING JUMPER SHALL BE

8 FEET.

THE MAXIMUM SPAN BETWEEN SUPPORTS SHALL BE

(BOTTOM OF TRAY).

CABLE TRAY ELEVATIONS ARE INDICATED BY B.O.T.

CLAMPS. SEE DETAIL 5, SHEET 65W827.

MCM BARE COPPER BONDING JUMPERS AND GROUND

THIS CONDUCTOR EVERY 100 FEET USING #500

INSTRUMENTATION TRAYS SHALL BE BONDED TO

USING GROUND CLAMPS. THE CONTROL AND

ENTIRE LENGTH OF THE POWER CABLE TRAYS

CONDUCTOR SHALL BE INSTALLED ALONG THE

A BARE, STRANDED #500 MCM COPPER GROUNDING

3*

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

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

: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

W

A

L C .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

E

E07

W_TVA

---KLS--0

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

PRM

RLS

DLN

PRM RLS DLN

ELECTRICAL RACEWAY

JUN/17

BLACK & VEATCH

SECTIONS AND DETAILS

CABLE TRAY NOTES,

GALLERY

MCC - U/S-L

EL. 678.5

EL. 687.0

EL.687.0'

CTLVP-4L

SCALE: •"=1'-0"

SECTION A

65W886

EL. 686.5

CTLVP-3L

EL. 685.5

CTLVL-9L

EL. 684.5

CINST-9L

WIREWAY

6'-0"

EL. 678.5

GALLERY FLOOR

12" CONTROL

24" POWER (600V)

PIPE SUPPORT

WALL CHANNEL

SEE NOTE 12

#500 MCM

6"

EL. 685.5

EL. 686.5

EL. 688.0

GALLERY CEILING

GALLERY

LOCK

* SEE SHEET 65W826 FOR MATERIAL SCHEDULE * SEE SHEET 65W826 FOR MATERIAL SCHEDULE

SCALE: •"=1'-0"

SECTION B

65W808

NCB

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W826A-LC

65W826A-LC

CHIEF, CIVIL DESIGN BRANCH

1.

NOTES

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

CABLE TRAY NOTES.

SEE SHEET 65W826 FOR MATERIALS SCHEDULE AND

COATING HAS BEEN DESTROYED.

SURFACES WHERE PROTECTIVE GALVANIZED

OR ACCEPTABLE EQUAL TO ALL FIELD CUT

AFTER INSTALLATION APPLY "ZINCILATE 810"

OVER 4'-0".

TO 4'-0". USE DOUBLE STRUT FOR LENGTHS

USE SINGLE STRUT FOR STRUT LENGTHS UP

THAN 2 LEVELS OF TRAY.

OF TRAY. USEƒ" HANGER ROD FOR MORE

USE•" HANGER ROD FOR ONE OR TWO LEVELS

FLANGES.

FOR STEEL BEAMS WITH LESS THAN‡" THICK

P1658A ANCHOR STRAP WITHƒ" HANGER RODS

UNISTRUT P1653S BEAM CLAMP AND UNISTRUT

LARGER THANƒ" THICK FLANGES. USE

WITHƒ" HANGER RODS FOR STEEL BEAMS WITH

BEAM CLAMP AND G-6066 ANCHOR STRAP

HANGER RODS. USE GLOBE STRUT G-6080

USE GLOBE STRUT G-6078 BEAM CLAMP WITH•"

IN GALLERIES CONNECT TO GTS1 THROUGH 5.

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

9"

SCALE: NTS

DETAIL 4

SPLICE PLATE GROUNDING

(2 REQUIRED)

BONDING JUMPER

#500 MCM COPPER

SPLICE PLATE

ADJUSTABLE

EXPANSION OR

SIDERAIL

CABLE TRAY

SCALE: NTS

DETAIL 3

POWER CABLE TRAY GROUNDING

GROUNDING CONDUCTOR

STRANDED COPPER

#500 MCM BARE

GROUND CLAMP

CABLE TRAY

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

: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

W

L C .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

E

E07

W_TVA

---KLS--0

XX

NONE

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

BLACK & VEATCH

JUN/17

ELECTRICAL RACEWAY

PRM

RLS

DLN

PRM RLS DLN

CABLE TRAY

SECTIONS AND DETAILS

TYPICAL CABLE TRAY GROUNDING

BOTH TRAYS ENDING

TRAYS PARALLEL

STEEL COLUMN

TRAYS PERPENDICULAR

DROPOUT

POWER TRAY

TRAY

CABLE

TRAY

CABLE

CONDUCTOR

GROUND

BARE COPPER

TRAY

CABLE

TRAY

CABLE

CONNECTOR

CABLE TRAY GROUND

GROUND CONDUCTOR

BARE COPPER

CONNECTOR

CABLE TRAY GROUND

ENDS

TOP TRAY

CONNECTOR

GROUND

CABLE TRAY

TRAY

CABLE

TRAY

CABLE

GROUND CONDUCTOR

BARE COPPER

SCALE: NTS

DETAIL 5

ELECTRONIC TRAY

LOW VOLTAGE/

GROUND CONDUCTOR

BARE COPPER

ACCEPTABLE EQUAL

TYPE VV OR

EXOTHERMAL WELD

OR WITH AN

STEEL COLUMN WEB

CONDUCTOR TO

ATTACH GROUND

GROUND CONDUCTOR

BARE COPPER

WEB (TYP)

STEEL COLUMN

ACCEPTABLE EQUAL

TYPE GBM OR

SUPPORT BURNDY

GROUND CONDUCTOR

ACCEPTABLE EQUAL

TYPE GC-CT OR

CONNECTOR BURNDY

TRAY GROUND

ELECTRICAL CABLE

CINST-6L

CTLVC-6L EL. 685.8' CTLVP-3L

TRAY

CABLE

POWER

A

65W826

A

65W826

2'-7"

CTLVP-3L

CTLVC-7LCTLVC-5L

CTLVP-1L

NUMBER CHANGE ONLY

POWER TRAY

NUMBER CHANGE ONLY

POWER TRAY

CTLVP-3L

CTLVP-1L

CTLVP-1L

EL. 686.8'

CTLVC-14L CTINST-14L

OPERATIONS BUILDING

F

65W827

F

65W827

SCALE: •"-1-0"

SECTION F

65W827

Q 'D

TRAY HOLD DOWN CLAMP AND

3/8" BOLT, T.J. COPE 9131

HILTI EXPANSION

LADDER CABLE TRAY

SQUARE WASHER (TYP)

NUT, LOCK WASHER,

ANCHOR (1/2" OR 3/4")

AND G-1863 FOR 3/4")

(GLOBE STRUT G-1861 FOR 1/2"

THREADED ROD COUPLING NUT

SOLID BOTTOM TRAY

TRAY HOLD DOWN CLAMP AND

3/8" BOLT, T.J. COPE 6-9040

ANCHOR STRAP

BEAM CLAMP

PLAN

COLUMN

LOCK WASHER

NUT WITH

SEE

STRUT MEMBER

CONTINUOUS

HANGER ROD

CONCRETE FLOOR

BUILDING

SUPPORT STEEL

2" MAX 2" MAX

2" MAX

HORIZONTAL TRAY SUPPORT

SCALE: NTS

DETAIL 1

(EVERY 100 FEET)

INSTRUMENTATION TRAYS

ADJACENT CONTROL AND

BONDING JUMPER TO

#500 MCM BARE COPPER

SCALE: •"=1'-0"

DETAIL 2

65W867-65W879

TRAY DIVIDER

CTLVP-1L

DOOR

EL. 685.0

CTLVC-14L

EL. 685.0

CTINST-14L

SHEET 1 OF 2

SEE NOTES 3,4,5,6

SEE NOTE 7

SCALE: NTS

DETAIL 6

SCALE: NTS

DETAIL 7

SEE NOTE 7

(SEE NOTE 5)

SEE NOTE 6

(SEE NOTE 4)

ORDERED FILL

SINGLE CONDUCTOR

RANDOM-FILL

MULTI- CONDUCTOR

CONDUCTOR INSTALLATION

TRIPLEX CONFIGURATION

OF AREA FILLED

LESS THAN 29 PERCENT

INSTALLATION IN TRAY

LOW VOLTAGE POWER CABLE

CABLE INSTALLATION

DETAIL OF SINGLE CONDUCTORS

BETWEEN GROUPS

2.15 X OD

MINIMUM OF

2000V OR LESS

1/0 AWG MIN.

ALL SINGLE CONDUCTORS

CINST-5L CINST-7L

CTLVP-13LCTLVP-12L

EL.685'-8"

CTINST-6L

CTLVC-6L,

678'-6"

EL. 686'-10"

CTLVP-12L

EL. 687'-10"

CTLVP-3L

CTLVP-13L

NCB

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W827-LC

65W827-LC

CHIEF, CIVIL DESIGN BRANCH

1.

NOTES

2.

3.

4.

5.

6.

7.

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

RIVER WALL GALLERY

RIVER WALL GALLERY

EL. 678.5

SECTION

RIVER WALL GALLERY

65W867SCALE:1/2"=1'-0"

G

65W827ASCALE:1/2"=1'-0"

DETAIL

CTINST-3R

CTLVC-3R,

CTLVP-1R,

CTINST-3R, B.O.T. EL. 686.0

EL. 686.66

CTLVC-3R, B.O.T.

EL. 687.3

CTLVP-1R, B.O.T.

EL. 684.5

CTINST-3R, B.O.T.

EL. 686.5

CTLVR-3R, B.O.T.

EL. 685.5

CTLVC-3R, B.O.T.

3'-6"

CABLE TRAY NOTES.

SEE SHEET 65W826 FOR MATERIALS SCHEDULE AND

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

12"

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

: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

W

A

L C .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

E

E07

W_TVA

---KLS--0

XX

NONE

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

BLACK & VEATCH

JUN/17

ELECTRICAL RACEWAY

PRM

RLS

DLN

PRM RLS DLN

CABLE TRAY

SECTIONS AND DETAILS

G

G

SHEET 2 OF 2

NCB

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W827A-LC

65W827A-LC

CHIEF, CIVIL DESIGN BRANCH

1.

NOTES

2.

3"A

4"SW

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

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

:3

:0

A

M

C

U s e r s h e c x d e k

D o c u m e n t s p w w o r k c e lr n d m s

W

L C .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

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

1.

KLSJANDLNRLSPRM

DLN

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

INITIAL ISSUE

1:1

0 - - - - -

W_TVA

07 E

E

0BLACK & VEATCH

PRM

RLS

JUN/17

BUSHING (TYP)

INSULATED GROUND

CABLE TRAY

CONDUIT CLAMP

CABLE TRAY

CONDUIT CLAMP

CABLE TRAY

INSTALLATION AT CABLE TRAY

SINGLE AND MULTIPLE CONDUIT

NOT TO SCALE

CABLE TRAY

SIZED PER RACEWAY LIST

RIGID CONDUIT,

SERIES OR ACCEPTABLE EQUAL

CONDUIT CLAMP, UNISTRUT P1100

MUTIPLE CONDUIT INSTALLATIONS

SUPPORT CHANNEL FITTING FOR

OR ACCEPTABLE EQUAL, BOLTED TO

SUPPORT CHANNEL, UNISTRUT P1000,

MIN 2 REQ'D

OR ACCEPTABLE EQUAL,

BRACKET, UNISTRUT P1026

SUPPORT CHANNEL ANGLE

ACCEPTABLE EQUAL

P1100 SERIES OR

CONDUIT CLAMP, UNISTRUT

RACEWAY LIST

SIZED PER

RIGID CONDUIT,

EQUAL

OR ACCEPTABLE

UNISTRUT P1000

SUPPORT CHANNEL,

BUSHING (TYPICAL)

INSULATED GROUND

SIZED PER RACEWAY LIST

RIGID CONDUIT,

CONDUIT CLAMP

CABLE TRAY

SIZED PER RACEWAY LIST

RIGID CONDUIT,

BUSHING (TYP)

INSULATED GROUND

CONTAINING POWER CIRCUITS

SERIES, FOR CONDUITS

O-Z GEDNEY TYPE "HBLG"

INSULATED GROUND BUSHING,

NONE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

AND NUT

LOCKWASHER

ROUND HEAD BOLT,

…" SLOTTED

ELECTRICAL RACEWAY

STANDARD DETAILS

SHEET 1 OF 3

PLAN

SECTION

FINISHING DETAIL FOR CONDUIT

PENETRATION TO EQUIPMENT FROM BELOW

NOTES:

PLAN

SECTION 1

TYPICAL CABLE TRAY TO CONDUIT

GROUNDING CONNECTION

FOR USE ACROSS STRUCTURAL EXPANSION JOINTS

DEFLECTION/EXPANSION CONDUIT FITTING

CABLE IN RIGID CONDUIT

MOISTURE AND DUST SEAL BOTTOM ENTRANCE

NOT TO SCALE

TYPICAL CONDUIT DRAIN INSTALLATION

NCB

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W828-LC

65W828-LC

CHIEF, CIVIL DESIGN BRANCH

LADDER TYPE CABLE TRAY

INSTALLATION OPTION FOR OUTDOOR

SINGLE AND MULTIPLE CONDUIT

CONDUIT

BARE COPPER TRAY GROUND CONDUCTOR

BARE COPPER TRAY GROUND CONDUCTOR

METAL ENCLOSURE FLOOR

RIGID CONDUIT

CONDUIT CLAMP

CABLE TRAY

CABLE TRAY COVER

RIGID CONDUIT

RIGID CONDUIT

LOCKNUT

CABLE

INSULATED

EQUIPMENT BASE

STRUCTURAL FOUNDATION

RGS CONDUIT

EXPANSION JOINT

POWER CIRCUITS

FOR CONDUITS NOT CONTAINING

SERIES NON-GROUND TYPE,

O-Z GEDNEY TYPE "HB"

INSULATED BUSHING,

HOUR FIRE RATING

OR EQUIVELANT FOR 2

3M 2003 SILICONE SEALANT

MATERIAL, IF REQ'D

PROTECTIVE GROMMET

AT TRAY GROUND CONDUCTOR

BUSHING CONNECTION AND TERMINATE

GROUND CONDUCTOR THROUGH GROUND

INSULATED GROUND CONDUCTOR. REMOVE

CONDUIT CONTAINING SEPARATE

CONDUCTOR

INTEGRAL GROUND

POWER CABLE WITH

CONDUIT CONTAINING

TO TRAY FLANGE

SHEET METAL SCREW ATTACHED

RING-TONGUE TERMINAL WITH

TO THE INSIDE OF THE TRAY.

FITTING. BOLTS HEADS SHALL BE INSTALLED

STRAIGHT SECTIONS AND TO EVERY TRAY

AT INTERVALS NOT TO EXCEED 6 FEET ON

OR ACCEPTABLE EQUAL. ATTACH TO TRAY

BURNDY TYPE GC-CT GROUND CONNECTOR

CONDUIT CLAMP OR ACCEPTABLE EQUAL

CROUSE-HINDS LCC/LCCF SERIES

CONTAINING POWER CABLES

SHALL BE PROVIDED FOR ALL CONDUITS

GROUNDING TYPE CONDUIT BUSHING

TRAY GOUND CONDUCTOR

CIRCUIT GROUND CONDUCTORS TO

CONDUIT BONDING JUMPER AND

EQUAL FOR CONNECTION OF

CONNECTOR OR ACCEPTABLE

BURNDY TYPE KS SPLIT BOLT

BUT NOT SMALLER THAN NO.8 AWG.

SIZED IN ACCORDANCE WITH NEC,

BARE COPPER BONDING JUMPER

CABLES ARE IN PLACE

COUMPOUND AFTER

FILL COUPLING WITH

EQUAL

RING OR ACCEPTALBE

WITH NEOPRENE SEAL

BUSHING TYPE HRE

O-Z COMPOUND

ACCEPTABLE EQUAL

CAT NO TYPE DX OR

O-Z GEDNEY FITTING

LOCK WASHER AND NUT

3/8" ROUND HEAD BOLT,

CONDUITS, MIN 2 REQ'D

BRACKET FOR MULTIPLE

SUPPORT CHANNEL ANGLE

MULTIPLE CONDUITS

SUPPORT CHANNEL FOR

WHERE REQ'D

GROUNDING TYPE

INSULATED BUSHING,

FOR SINGLE CONDUITS

CABLE TRAY CONDUIT CLAMP

AND HARDWARE, WHERE REQ'D

CABLE TRAY GROUND CLAMP

CONDUCTOR, WHERE REQ'D

CABLE TRAY GROUND

EQUIPMENT

ELECTRICAL

MATERIAL

TEMPORARY BACKING

REQUIRED

CONDUIT AS

FLEX OR RIGID

TYP ECD DRAIN

CROUSE-HINDS EQUIPMENT

ELECTRICAL

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

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

:3

:0

A

M

C

U s e r s h e c x d e k

D o c u m e n t s p w w o r k c e lr n d m s

W

A

L C .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

E

E07

W_TVA

---KLS--0

XX

NONE

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

BLACK & VEATCH

RLS

PRM

ELECTRICAL RACEWAY

JUN/17

EL VARIES

TOP OF ROCK EL VARIES

BLOCKOUT

PLUG

8" HOLE

CASING PLUG

HINGE (TYP.)

CELL FILL MATERIAL

CONCRETE EL. VARIES

TOP OF ROCK OR

EL VARIES - SEE SCHEDULE

NEW PIEZOMETER HOLE

IN GALLERY

ROUTED TO TRAY

1" RGS CONDUIT

(8"x8"x4")

TYPE RS1

CROUSE HINDS

IN GALLERY

ROUTED TO TRAY

1" RGS CONDUIT

(8"x8"x4")

TYPE RS1

CROUSE HINDS

SHEET 2 OF 3

1" RGS CONDUIT

CONDUIT BUSHING

1" RGS CONDUIT

CONDUIT BUSHING

SCALE: NTS

DETAIL 1

65W828A

SCALE: NTS

DETAIL 2

65W828A

DETAIL DRAWING 65W829

SEE CONDUIT PENETRATION

DETAIL DRAWING 65W829

SEE CONDUIT PENETRATION

INTO ROCK

DEPTH

5'-0" MIN.

1.

NOTES:

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

PRM RLS DLN

DLN

NEW INCLINOMETER INSTALLATION

TOP OF LOCKTOP OF LOCK

NCB

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W828A-LC

65W828A-LC

CHIEF, CIVIL DESIGN BRANCH

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

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

:3

:0

A

M

C

U s e r s h e c x d e k

D o c u m e n t s p w w o r k c e lr n d m s

W

L C .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

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

1.

KLSJANDLNRLSPRM

DLN

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

INITIAL ISSUE

1:1

0 - - - - -

W_TVA

07 E

E

0BLACK & VEATCH

PRM

RLS

JUN/17

2" MIN (TYP)

IS NOT USED

NOT REQUIRED WHERE METAL DECKING

OF CUT METAL DECKING. PLATE IS

INSTALL PLATE SO IT COVERS EDGES

1/2" EXP ANCHORS

1/8" GALVANIZED PLATE

METAL DECKING

CONCRETE FLOOR

CORE DRILL MINIMUM SIZE AS REQ'D

FIRE RATING)

EQUAL. (MATERIALS SHALL MAINTAIN

SILICONE RTV FOAM OR ACCEPTABLE

CONCRETE WITH DOW CORNING

FILL AREA BETWEEN CONDUIT AND

1'-6"MIN

LOCKNUTS

FLOOR EL

CL MTG HOLE & PNL MTG

P1873

FLAT PLATE

P1000

STRAIGHT

P1380A

FLAT PLATE

DIAMETER HOLES

ANCHORS TO ACCEPT 0.75"

CONCRETE SELF DRILLING

MOUNT TO FLOOR WITH

POST BASE P2072A

Q

D

Q

AS

REQ'

ELECTRICAL ENCLOSURE

CABLE

CLOSING ROD

GRIPS, ROD CLOSING TYPE

RING GRIP, SINGLE WEAVE KELLEMS

FOUNDATION

IN SEPERATE

CONDUIT CAST

OR THERMAL EXPANSION.

VIBRATION, NORMAL OPERATION OF THE MECHANISM,

MOVE IN RELATION TO THE SUPPLY CONDUIT DUE TO

ADJACENT TO ALL EQUIPMENT AND DEVICES WHICH

LIQUID-TIGHT FLEXIBLE CONDUIT SHALL BE INSTALLED

TO STRUCTURAL STEEL

RIGID CONDUIT ATTACHED

(SEE NOTE 6)

FLEXIBLE CONDUIT

LIQUID-TIGHT

CONDUIT COUPLING

FLOOR

TOP FINISHED

FOUNDATION

EQUIPMENT

AT LOCATION OF CONDUIT CLAMPS

OR BOLTED TO SUPPORT LEGS

WITH HORIZONTAL STRUT WELDED

SIDE OF MOTOR TERMINAL BOX

INSTALL SUPPORT LEG ON EACH

RIGID CONDUIT

ACCEPTABLE EQUAL

UNISTRUT P1000 OR

SEE NOTE 1

(TYP 2 PLACES)

ACCEPTABLE EQUAL

UNISTRUT P2072A OR

M A

X

METALLIC CONDUIT

LIQUID-TIGHT FLEXIBLE

CONDUIT CLAMP (2 PLACES)

CONNECTORS

"STN" OR ACCEPTABLE EQUAL

APPLETON TYPE "STB" AND

METALLIC CONDUIT WITH

BUILDING WALL

CONDUIT CLAMP

ONE HOLE MALLEABLE

EQUIPMENT BASE

EQUAL CONNECTORS

"STN" OR ACCEPTABLE

APPLETON TYPE "STB" AND

METALLIC CONDUIT WITH

FLANGE

FLOOR

FITTING

JUNCTION

RIGID

FOA OR ACCEPTABLE EQUAL

WITH GROUT OR DOW CORNIGN SILICONE RTV

FILL AREA BETWEEN CONDUIT AND CONCRETE

THAN CONDUIT, CENTER COUNDUIT IN OPENING

CORE DRILL DIAMETER ONE SIZE LARGER

CAULK AROUND OPENING ON BOTH SIDES

IF FOAM IS USED, USE BACKUP ROD AND

NOTES:

NONE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

ELECTRICAL RACEWAY

SHEET 3 OF 3

TYPICAL PANEL SUPPORT RACK

CONDUCTOR IN CONDUIT

VERTICAL CABLE SUPPORT

FOUNDATION AND STRUCTURAL STEEL

VIBRATION ISOLATION BETWEEN

CONDUIT INSTALLATION PROVIDING

NOTES:

CONCRETE FLOORS

CONDUIT PENETRATION THROUGH

FIGURE NO.1

CONDUIT FOR CONDUITS 2 INCH SMALLER FROM ABOVE

FLEXIBLE METALLIC CONDUIT AND RIGID

FIGURE NO.2

FOR CONDUIT LARGER THAN 2 INCH

FLEXIBLE AND RIGID METALLIC CONDUIT CONNECTIONS

NCB

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W829-LC

65W829-LC

CHIEF, CIVIL DESIGN BRANCH

NOTES:

CONDUIT PENETRATION THROUGH

CONCRETE WALL

NOTE:

1. ABOVE CAT. NO.S ARE FROM UNISTRUT

2.

WITH APPLICATION DESIRED.

AS A GUIDE ONLY. RACK DESIGN WILL VARY

THE CONTRACTOR SHALL USE THIS DETAIL

NOTES:

1.

FLOOR AND FLANGE.

ABOVE FLOOR AND GROUT BETWEEN

EQUIPMENT BASE, MOUNT FLANGE 1"

IF FLOOR FLANGE WILL NOT FIT ON

APPROX 6"

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

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

65W830

ENLARGED PLAN

OUTSIDE COMPRESSOR ROOM PLAN

(FUTURE COMPRESSOR ROOM BELOW)

FUTURE HAZMAT ROOM

EL. 675.0

EL. 692.29

SECTION A

65W830SCALE:1/4"=1'-0"

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

: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

W

L C .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

NOTES:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

REVISION R0

MP

TG

JUN/17

BLACK & VEATCH

CHICKAMAUGA PROJECT

LOCK REPLACEMENT

INITIAL ISSUE

JAN

XX

0 - - KLS - - -

W_TVA

07 E

M

LDS

TS DRK LDS

1/8" =1'-0"

A A

65W830

A

M

T E

X T

G

N E

R

L

X T

65W830

1.

2.

3.

4.

5.

REMOVED AND DISCARDED. SEE NOTE 2 SHEET 65W830A.

EXISTING LIGHT FIXTURES AND ASSOCIATED CONDUIT TO BE

PULLBOX

EXISTING

B

65W830A

SEE NOTE 3

SEE NOTE 3

SEE NOTE 5

B

65W830A

SEE NOTE 5

SEE NOTE 5

SEE NOTE 4

(TYP)

SEE NOTE 9

6.

7.

8.

9.

DISTURBED BY THE NEW WORK.

EXISTING POST-TENSION ANCHORS SHALL NOT BE

LIGHTING CONDUIT (SEE NOTE 7)

EXISTING 120/208V

(SEE NOTE 7)

LIGHTING CONDUIT

EXISTING 120/208V

(SEE NOTE 7)

LIGHTING CONDUIT

EXISTING 480V

OFFICER.

AFFECTED LOCK AREAS AS APPROVED BY THE CONTRACTING

SAFE TEMPORARY CIRCUITS FOR THE LIGHTING OF THE

HOURS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE

IS REQUIRED TO EXTEND INTO EVENING & NIGHT TIME

OUTAGES WITH THE CONTRACTING OFFICER. IF AN OUTAGE

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

(SEE NOTE 8)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

EXISTING 480V BACK-UP POWER

(SEE NOTE 8)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

EXISTING 480V BACK-UP POWER

EXISTING 480V BACK-UP POWER CIRCUIT/CONDUIT FOR NEW LOCK CONSTRUCTION USE (SEE NOTE 8)

10.

REPLACEMENTS AND SPLICES.

REQUIREMENTS OR RESTRICTIONS FOR NEW CABLE

FOR RELOCATION MAY BE LIMITED AND THERE MAY BE SPECIAL

OUTAGES. ALSO, DURATION OF THE OUTAGE OF THESE CABLES

THESE CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

OFFICER AND 'TVA' PRIOR TO RELOCATION/RE-ROUTING OF

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

(SEE NOTE 6)

INSTRUMENTATION CONDUIT

AND LOCK STRUCTURAL

EXISTING COMMUNICATIONS

(SEE NOTE 6)

INSTRUMENTATION CONDUIT

AND LOCK STRUCTURAL

EXISTING COMMUNICATIONS

BRIDGE (REFERENCE SHEET 68W506-2).

(REFERENCE SHEET 61W530-52) AND THE NEW ACCESS

THE INSTALLATION REQUIREMENTS OF THE NEW STAIRWAY

COORDINATE RELOCATION/RE-ROUTING OF CONDUITS WITH

OF CONDUITS WITH CONTRACTING OFFICER. ALSO,

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

ELECTRICAL DEMO PLAN & SECTION

NEW BRIDGE & STAIR RELOCATION

EXTERIOR OF COMPRESSOR ROOM

NCB

61W510-121 THROUGH 61W510-125.

FOR MONOLITH CONCRETE DETAILS, SEE DRAWINGS

SEE SHEETS 65W211-211D.

SEE NOTE 4

SEE NOTE 5

(TYP)

SEE NOTE 9

(SEE NOTE 7)

LIGHTING CONDUIT

EXISTING 480V

CONNECTION TO NEW CABLE/CONDUCTORS.

EXISTING CABLE/CONDUCTORS SHALL REMAIN FOR

SEE SHEET 65W830B NOTE 18. A SUFFICIENT LENGTH OF

SHALL BE INSTALLED IN NEW WORK TO RE-ROUTE CIRCUITS,

SHALL REMAIN UNALTERED. NEW CONDUITS TO THE EAST

LOCATIONS. ALL CONDUITS WEST FROM AREA INDICATED

FIELD VERIFY AND COORDINATE WITH NEW WORK EXACT

REMOVE CONDUITS FROM THE EAST TO AREA INDICATED,

11.

NEW WORK ON SHEET 65W830B.

NEW WORK FOR BRIDGE & NEW STAIRS. COORDINATE WITH

CONTRACTOR TO DEMOLISH EMBEDDED CONDUIT TO CLEAR

SEE NOTE 11

THIS AREA.

SEE NOTE 4 SHEET 65W830A FOR ELEVATION VIEW OF

SHALL REMAIN FOR CONNECTION TO NEW CABLE/CONDUCTORS.

A SUFFICIENT LENGTH OF EXISTING CABLE/CONDUCTORS

WORK TO RE-ROUTE CIRCUITS, SEE SHEET 65W830B NOTE 5.

NEW CONDUITS TO THE WEST SHALL BE INSTALLED IN NEW

INDICATED, FIELD VERIFY, SHALL REMAIN UNALTERED.

EXACT LOCATIONS. ALL CONDUITS EAST FROM AREA

INDICATED, FIELD VERIFY AND COORDINATE WITH NEW WORK

REMOVE EMBEDDED CONDUITS FROM THE SOUTH/WEST TO AREA

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

KEY PLAN

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W830-LC

65W830-LC

CHIEF, CIVIL DESIGN BRANCH

BACK-UP SOURCE DURING OUTAGE.

TO PROVIDE A STANDBY GENERATOR TO SERVE AS THE

SHALL BE REQUIRED, VERIFY WITH CONTRACTING OFFICER,

OUTAGES WITH THE CONTRACTING OFFICER. CONTRACTOR

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

SCALE: ‚" = 1'-0"

12" 0 5'

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

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

: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

W

A

L C .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

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

1.

KLSJANDLNRLSPRM

DLN

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

INITIAL ISSUE

1:1

0 - - - - -

W_TVA

07 E

E

0BLACK & VEATCH

PRM

RLS

JUN/17

NONE

NOTES:

SCALE: ‚" = 1'-0"

12" 0 5'

SCALE:‚"=1'-0"

SECTION B

65W830

SEE NOTE 3

2.

REMOVED AND DISCARDED. SEE NOTE 5 SHEET 65W830.

EXISTING LIGHT FIXTURES AND ASSOCIATED CONDUIT TO BE

3.

TO NEW WORK. SEE SHEET 65W830C.

KEEP STUB OUT FROM THE WALL FOR LATER RE-CONNECTION

4.

AND DIRECTION.

SEE NOTE 4 SHEET 65W830 FOR PLAN VIEW OF THIS AREA

SEE NOTE 4

REPLACEMENTS AND SPLICES.

REQUIREMENTS OR RESTRICTIONS FOR NEW CABLE

FOR RELOCATION MAY BE LIMITED AND THERE MAY BE SPECIAL

OUTAGES. ALSO, DURATION OF THE OUTAGE OF THESE CABLES

THESE CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

OFFICER AND 'TVA' PRIOR TO RELOCATION/RE-ROUTING OF

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

(SEE NOTE 5)

INSTRUMENTATION CONDUIT

AND LOCK STRUCTURAL

EXISTING COMMUNICATIONS

6.

OFFICER.

AFFECTED LOCK AREAS AS APPROVED BY THE CONTRACTING

SAFE TEMPORARY CIRCUITS FOR THE LIGHTING OF THE

HOURS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE

IS REQUIRED TO EXTEND INTO EVENING & NIGHT TIME

OUTAGES WITH THE CONTRACTING OFFICER. IF AN OUTAGE

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

(SEE NOTE 6)

LIGHTING CONDUIT

EXISTING 480V

(SEE NOTE 6)

LIGHTING CONDUIT

EXISTING 120/208V

(SEE NOTE 6)

LIGHTING CONDUIT

EXISTING 120/208V

7.

CONSTRUCTION USE (SEE NOTE 7)

CIRCUIT/CONDUIT FOR NEW LOCK

EXISTING 480V BACK-UP POWER

8.

BRIDGE (REFERENCE SHEET 68W506-2).

(REFERENCE SHEET 61W530-52) AND THE NEW ACCESS

THE INSTALLATION REQUIREMENTS OF THE NEW STAIRWAY

COORDINATE RELOCATION/RE-ROUTING OF CONDUITS WITH

OF CONDUITS WITH CONTRACTING OFFICER. ALSO,

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

HAZMAT ROOM

EXTERIOR OF FUTURE

COMPRESSOR ROOM

EXTERIOR OF FUTURE

ELECTRICAL DEMO SECTION

NEW BRIDGE & STAIR RELOCATION

EXTERIOR OF COMPRESSOR ROOM

NCB

SEE SHEETS 65W211-211D.

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

SEE NOTE 2

SEE NOTE 2

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W830A-LC

65W830A-LC

CHIEF, CIVIL DESIGN BRANCH

BACK-UP SOURCE DURING OUTAGE.

TO PROVIDE A STANDBY GENERATOR TO SERVE AS THE

SHALL BE REQUIRED, VERIFY WITH CONTRACTING OFFICER,

OUTAGES WITH THE CONTRACTING OFFICER. CONTRACTOR

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

KEY PLAN

EL. 675.0

EL. 692.29

EL. 711.0

26'-0"

EL. 692.92

OPENING

EXISTING ROUGH

25'-6" 8'-6"

34'-0"

2'-6" SQUARE

EXISTING LOUVER

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

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

65W830C

ENLARGED PLAN

OUTSIDE COMPRESSOR ROOM PLAN

EL 692.29

EL 675.0

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

1ENLARGED PLAN

(NEW COMPRESSOR ROOM BELOW)

NEW HAZMAT ROOM

NEW COMPRESSOR ROOM

NEW HAZMAT ROOM

(SEE NOTE 6)

PP50-U/S-L(5, 7)

SEE NOTE 13 (TYP)

PLATE

1/2" BEARING

W16 x 67

EL. 691.66+/-

EL. 690.26+/-

EL. 692.29+/-

EL. 692.92

OF HAZMAT ROOM

OUTER WALL

DIMENSION AS REQUIRED)

RECESS (FIELD VERIFY AND

PROPOSED CONDUIT TRENCH

(SEE NOTE 23)

8" NEW CONCRETE

EL 692.92

SECTION A

65W830BSCALE:1/4"=1'-0"

SECTION A

SECTIONSECTION

65W830B

C

SCALE: NTS

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

: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

W

B

L C .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

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

REVISION R0

MP

TG

JUN/17

BLACK & VEATCH

CHICKAMAUGA PROJECT

LOCK REPLACEMENT

INITIAL ISSUE

JAN

XX

0 - - KLS - - -

W_TVA

07 E

E

LDS

TS MP LDS

1/4" =1'-0"

A

65W830B

A

65W830B

B

65W830C

B

65W830C

SEE NOTE 4

NOTES:

1.

2.

3.

4.

SLOT CUT B

5.

CONDUIT.

NEW EMBEDDED CONDUIT AND EXISTING EMBEDDED

PROVIDE RECESSED JUNCTION BOX AT CONNECTION OF

CORNER OF WALL

65W830C NOTE 6 FOR SECTION/ELEVATION VIEW.

STUB UP EMBEDDED CONDUIT ALONG WALL. SEE SHEET

SEE NOTE 3

SEE NOTE 8

7.

SEE NOTE 7

8.

MOUNT 15'-0" ABOVE FINISHED GRADE.

"TWH 100M TB PE LPI".

LITHONIA LIGHTING MODEL NUMBER

PROVIDE THE FOLLOWING FIXTURE OR EQUAL:

MOUNT 13'-0" ABOVE FINISHED GRADE.

"TWH 400M TB PE LPI".

LITHONIA LIGHTING MODEL NUMBER

PROVIDE THE FOLLOWING FIXTURE OR EQUAL:

6. SEE SHEET 65W413A FOR PP50-U/S-L PANEL SCHEDULE.

CONDUIT RE-ROUTING PLAN

AND SECTION

SEE NOTE 10

SEE NOTE 11

NEW HANDHOLE (SEE NOTE 12)

EXISTING MAN-HOLE 'A' (SEE NOTE 12)

9.

EXISTING MAN-HOLE 'A'.

NOTE 16) TO THE EXISTING LOCK GROUND GRID AT

SHALL BE CONNECTED FROM GTS-1 (SEE SHEET 65W820

ONE 1/C-500KCMIL BARE STRANDED GROUND CONDUCTOR

12.

& 65W823B.

SHEET 65W823D, FOR PLAN VIEWS SEE THIS SHEET

FOR EXISTING MAN-HOLE 'A' IN SECTION VIEW SEE

10.

NOTE 7 FOR SECTION/ELEVATION VIEW.

GROUND CONDUCTOR ALONG WALL. SEE SHEET 65W830C

STUB UP EMBEDDED 1/C-500KCMIL BARE STRANDED

11.

SECTION/ELEVATION VIEW.

ALSO, SEE SHEET 65W830C, NOTE 8 FOR

FOR CONTINUATION & COMPLETION OF ROUTING TO GTS-1.

CONCRETE IN THE TOP OF THE NEW LOCK, SEE 65W820

AROUND BRIDGE PIER, DOWN WALL, AND EMBED INTO

ROUTE 1/C-500KCMIL BARE STRANDED GROUND CONDUCTOR

INSTRUMENTATION CONDUIT (SEE NOTE 14)

NEW COMMUNICATIONS AND LOCK STRUCTURAL

(SEE NOTE 14)

INSTRUMENTATION CONDUIT

AND LOCK STRUCTURAL

EXISTING COMMUNICATIONS

13.

DISTURBED BY THE NEW WORK.

EXISTING POST-TENSION ANCHORS SHALL NOT BE

14.

REPLACEMENTS AND SPLICES.

REQUIREMENTS OR RESTRICTIONS FOR NEW CABLE

FOR RELOCATION MAY BE LIMITED AND THERE MAY BE SPECIAL

OUTAGES. ALSO, DURATION OF THE OUTAGE OF THESE CABLES

THESE CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

OFFICER AND 'TVA' PRIOR TO RELOCATION/RE-ROUTING OF

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

15.

OFFICER.

AFFECTED LOCK AREAS AS APPROVED BY THE CONTRACTING

SAFE TEMPORARY CIRCUITS FOR THE LIGHTING OF THE

HOURS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE

IS REQUIRED TO EXTEND INTO EVENING & NIGHT TIME

OUTAGES WITH THE CONTRACTING OFFICER. IF AN OUTAGE

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

INSTRUMENTATION CONDUIT (SEE NOTE 14)

EXISTING COMMUNICATIONS AND LOCK STRUCTURAL

(SEE NOTE 15)

EXISTING 120/208V LIGHTING CONDUIT

(SEE NOTE 15)

EXISTING 480V LIGHTING CONDUIT

NEW 480V LIGHTING CONDUIT (SEE NOTE 15)

NEW 120/208V LIGHTING CONDUIT (SEE NOTE 15)

(SEE NOTE 15)

LIGHTING CONDUIT

EXISTING 480V

16.

FOR NEW LOCK CONSTRUCTION USE (SEE NOTE 16)

NEW 480V BACK-UP POWER CIRCUIT/CONDUIT

(SEE NOTE 16)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

EXISTING 480V BACK-UP POWER

17.

BRIDGE (REFERENCE SHEET 68W506-2).

(REFERENCE SHEET 61W530-52) AND THE NEW ACCESS

THE INSTALLATION REQUIREMENTS OF THE NEW STAIRWAY

COORDINATE RELOCATION/RE-ROUTING OF CONDUITS WITH

OF CONDUITS WITH CONTRACTING OFFICER. ALSO,

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

18.

SEE NOTE 18

(SEE NOTE 14)

INSTRUMENTATION CONDUIT

AND LOCK STRUCTURAL

EXISTING COMMUNICATIONS

(SEE NOTE 16)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

EXISTING 480V BACK-UP POWER

NEW BRIDGE & STAIR RELOCATION

NCB

CONDUITS.

EXPOSED CONDUITS AND EXISTING EXPOSED

PROVIDE JUNCTION BOXES AT CONNECTION OF NEW

19. COORDINATE WITH PIPING SYSTEMS, SEE 67W438 & 67W438B.

LOCK CONSTRUCTION USE (SEE NOTE 16)

CIRCUIT/CONDUIT FOR NEW

NEW 480V BACK-UP POWER

INSTRUMENTATION CONDUIT (SEE NOTE 14)

NEW COMMUNICATIONS AND LOCK STRUCTURAL

NEW 120/208V LIGHTING CONDUIT (SEE NOTE 15)

NEW 480V LIGHTING CONDUIT (SEE NOTE 15)

(SEE NOTE 16)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

NEW 480V BACK-UP POWER

SEE NOTE 19

20.

65W830B

C

65W830B

C

SEE NOTE 18

SEE NOTE 4

SLOT CUT B

(SEE NOTE 16)

LOCK CONSTRUCTION USE

CIRCUIT/CONDUIT FOR NEW

NEW 480V BACK-UP POWER

21.

(SEE NOTE 16 & 20)

FOR NEW LOCK CONSTRUCTION USE

EXISTING 480V BACK-UP POWER CIRCUIT/CONDUIT

SECTION A ON THIS SHEET.

BRIDGE 68W506-3 SECTION C-C THAT CORRELATES WITH

REFER TO STRUCTURAL SHEET U/S LOCK WALL ACCESS

22.

BRIDGE 68W506-2 PLAN.

REFER TO STRUCTURAL SHEET U/S LOCK WALL ACCESS

23.

SEE NOTE 23

INSTRUMENTATION CONDUIT (SEE NOTE 14 & 23)

NEW COMMUNICATIONS AND LOCK STRUCTURAL

NEW 120/208V LIGHTING CONDUIT (SEE NOTE 15 & 23)

NEW 480V LIGHTING CONDUIT (SEE NOTE 15 & 23)

(SEE NOTE 15)

LIGHTING CONDUIT

EXISTING 120/208V

(SEE NOTE 15)

LIGHTING CONDUIT

EXISTING 480V

(SEE NOTE 15)

LIGHTING CONDUIT

EXISTING 120/208V

PLACE AS REQUIRED

PULLBOX (TYP)

PLACE AS REQUIRED

PULLBOX (TYP)

NOTE 3.

CONDUITS FROM DEMOLITION WORK, SEE SHEET 65W830

CONNECT NEW RE-ROUTED CONDUITS TO EXISTING

SEE NOTE 9

SEE NOTE 5

ON THIS SHEET

SEE SECTION C

DEMOLITION SHEET 65W830A, NOTE 3.

SHOWN THIS SHEET AND SHEET 65W830C NOTE 5. REFER TO

CIRCUIT/CONDUIT FOR NEW LOCK CONSTRUCTION USE" AS

OUT TO RE-ROUTED "NEW 480V BACK-UP POWER

EXISTING STUB OUT FROM WALL. CONNECT EXISTING STUB

THE TRENCHED CONDUITS. SEE NOTE 14 SHEET 65W830C.

CONCRETE WILL LATER BE POURED OVER A PORTION OF

TRENCH CONDUITS IN EXISTING CONCRETE. NOTE NEW

U

S E

R

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

KEY PLAN

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

65W830B-LC

65W830B-LC

CHIEF, CIVIL DESIGN BRANCH

BACK-UP SOURCE DURING OUTAGE.

TO PROVIDE A STANDBY GENERATOR TO SERVE AS THE

SHALL BE REQUIRED, VERIFY WITH CONTRACTING OFFICER,

OUTAGES WITH THE CONTRACTING OFFICER. CONTRACTOR

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

SCALE: ‚" = 1'-0"

12" 0 5'

NOT FOR CONSTRUCTION DRAFT - 17 MARCH 2017

EL. 692.92

GALLERY

GALLERY CEILING EL. 688.0

GALLERY FLOOR EL. 678.5

EL. 675.0

SECTION B

SCALE:1/2"=1'-0" 65W830B

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

: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

W

C

L C .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

NOTES:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

REVISION R0

1/2" =1'-0"

LDSRLSJAB

LDS

E07

W_TVA

---KLS--0

XX

JAN

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

BLACK & VEATCH

JUN/17

JAB

DRK

SEE NOTE 5

SEE NOTE 3

1.

2.

3.

4.

5.

SEE NOTE 4

J

AND CIRCUITING.

SEE SHEET 65W420 DETAIL 1, FOR FIXTURE TYPE

6.

SHEET 65W830B FOR FIXTURE TYPE AND CIRCUITING.

INSTALL NEW FIXTURE AND CONDUIT. SEE PLAN ON

65W830B, NOTE 3 FOR PLAN VIEW.

STUB UP EMBEDDED CONDUIT ALONG WALL. SEE SHEET

7.

REQUIRED. SEE SHEET 65W830B, NOTE 10 FOR PLAN VIEW.

CONDUCTOR ALONG WALL, ANCHORING TO WALL WHERE

STUB UP EMBEDDED 1/C-500KCMIL BARE STRANDED GROUND

8.

ALSO, SEE SHEET 65W830B, NOTE 11 FOR PLAN VIEW.

CONTINUATION & COMPLETION OF ROUTING TO GTS-1.

CONCRETE IN THE TOP OF NEW LOCK, SEE 65W820 FOR

AROUND BRIDGE PIER, DOWN WALL, AND EMBED INTO

ROUTE 1/C-500KCMIL BARE STRANDED GROUND CONDUCTOR

9.

SEE NOTE 9

SEE NOTE 8

SEE NOTE 7

COMPRESSOR ROOM

EXTERIOR OF NEW

HAZMAT ROOM

EXTERIOR OF NEW

10.

REPLACEMENTS AND SPLICES.

REQUIREMENTS OR RESTRICTIONS FOR NEW CABLE

FOR RELOCATION MAY BE LIMITED AND THERE MAY BE SPECIAL

OUTAGES. ALSO, DURATION OF THE OUTAGE OF THESE CABLES

THESE CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

OFFICER AND 'TVA' PRIOR TO RELOCATION/RE-ROUTING OF

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

11.

OFFICER.

AFFECTED LOCK AREAS AS APPROVED BY THE CONTRACTING

SAFE TEMPORARY CIRCUITS FOR THE LIGHTING OF THE

HOURS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE

IS REQUIRED TO EXTEND INTO EVENING & NIGHT TIME

OUTAGES WITH THE CONTRACTING OFFICER. IF AN OUTAGE

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

CONDUIT (SEE NOTE 11)

NEW 480V LIGHTING

12.

BACK-UP SOURCE DURING OUTAGE.

TO PROVIDE AN EMERGENCY GENERATOR TO SERVE AS THE

SHALL BE REQUIRED, VERIFY WITH CONTRACTING OFFICER,

OUTAGES WITH THE CONTRACTING OFFICER. CONTRACTOR

OF CONDUITS AND SCHEDULE ANY REQUIRED CIRCUIT

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

13.

BRIDGE (REFERENCE SHEET 68W506-2).

(REFERENCE SHEET 61W530-52) AND THE NEW ACCESS

THE INSTALLATION REQUIREMENTS OF THE NEW STAIRWAY

COORDINATE RELOCATION/RE-ROUTING OF CONDUITS WITH

OF CONDUITS WITH CONTRACTING OFFICER. ALSO,

CONTRACTOR SHALL COORDINATE RELOCATION/RE-ROUTING

NEW BRIDGE & STAIR RELOCATION

CONDUIT RE-ROUTING SECTION

NCB

USE (SEE NOTE 6&12)

NEW LOCK CONSTRUCTION

CIRCUIT/CONDUIT FOR

NEW 480V BACK-UP POWER

USE (SEE NOTE 12)

NEW LOCK CONSTRUCTION

CIRCUIT/CONDUIT FOR

NEW 480V BACK-UP POWER

CONDUIT (SEE NOTE 11)

NEW 120/208V LIGHTING

CONDUIT (SEE NOTE 10)

INSTRUMENTATION

LOCK STRUCTURAL

NEW COMMUNICATIONS AND

15.

PLACE AS REQUIRED

PULLBOX (TYP)

REFER TO DEMOLITION SHEET 65W830A, NOTE 3.

SHOWN THIS SHEET AND SHEET 65W830B NOTE 20.

CIRCUIT/CONDUIT FOR NEW LOCK CONSTRUCTION USE" AS

OUT TO RE-ROUTED "NEW 480V BACK-UP POWER

EXISTING STUB OUT FROM WALL. CONNECT EXISTING STUB

GROUND CONDUCTOR SEE SHEET 65W830B, NOTE 9&12.

FOR CONTINUATION OF 1/C-500KCMIL BARE STRANDED

SECTION CUT.

CONDUIT RE-ROUTING) THAT…