W912P5-17-B-0001Am3_Plans-sheets.pdf
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- Chickamauga Lock Chamber Replacement
- Solicitation number
- W912P5-17-B-0001
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Amendment 0003 Contract Drawing changes
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D
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 a t e
F i l e
N m e
:4
:0
P M 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
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
-----0
XX
NONE
INITIAL ISSUE
CHICKAMAUGA PROJECT
JLP
RLS
BLACK & VEATCH
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
JUN/17
DOWN
DRAWING
ELEVATION
GALVANIZED
APPROX
DN
EF
DWG
EL
GALV
CJ
MAX
MIN
NTS
OPP
R
REQ'D
T
TR
TYP
WP
MAXIMUMMAXIMUM
MINIMUM
NOT TO SCALE
OPPOSITE
REQUIRED
TYPICAL
CENTERLINE
AT
APPROXIMATE
CONSTRUCTION JOINT
DIAMETERDIA
A
LP
M MOTOR
RW RIVER WALL
TRANSFORMER
- DELTA CONNECTED
C
MOTOR W/HP RATING (NOTE 1)
VARIABLE FREQUENCY DRIVE-V
MOTOR STARTER CONTACTOR-C
CONTROLLER
- WYE CONNECTED
CONTROL CONTACT
27 - UNDERVOLTAGE
50GS - GROUND DETECTOR (ZERO SEQUENCE)
46 - PHASE UNBALANCE/NEGATIVE SEQUENCE
86 - LOCKOUT
V VOLTS
AF BREAKER FRAME SIZE
AT BREAKER TRIP SETTING
DEVICE DESIGNATIONS
WH
T/M THERMAL MAGNETIC
MCP
US UPSTREAM
UPS UNINTERRUPTIBLE POWER SUPPLY
INST INSTANTANEOUS TRIP ELEMENT
GP GROUND PROTECTION
PDS POWER DISTRIBUTION SWITCHBOARD
LBS LOAD BREAK SWITCH
GDR GROUND DETECTION RELAY
XFMR TRANSFORMER
MLO MAIN LUGS ONLY
FLA
RADIUS OR RELAY
DOWNSTREAMD/S
ABBREVIATIONS ONE-LINE LEGEND
CB CIRCUIT BREAKER
MOTOR CIRCUIT PROTECTOR
DIAMETER OR PHASE
CIRCUIT PROTECTOR
CIRCUIT BREAKER OR MOTOR
MOLDED CASE THERMAL-MAGNETIC
COMPRESSED AIR OR AMPS
TREAD, TRAP OR THERMOSTAT
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
EH ELECTRIC HEATER
CU CONDENSING UNIT
FULL LOAD AMPS
GFCI
IG ISOLATED GROUND
KVA
KW
KILOVOLT-AMPS
KILOWATTS
SF SUPPLY FAN
GROUND FAULT CIRCUIT INTERRUPTER
CUH CABINET UNIT HEATER
DS
HPU HYDRAULIC POWER UNIT
LW LAND WALL
LIGHTING PANEL
MCC MOTOR CONTROL CENTER
MG MITER GATE
OB OPERATIONS BUILDING
OBEP OPERATIONS BUILDING ESSENTIAL POWER
PVC POLYVINYL CHLORIDE
R/W RIVER WALL
CS
CTJ
CONTROL SHELTER
C CONDUIT
CV CULVERT VALVE
DDC
DEP
DF
DIRECT DIGITAL CONTROL
DOWNSTREAM ESSENTIAL PANEL
DRINKING FOUNTAIN
TRANSFORMER
UPSTREAMU/S
UEP UPSTREAM ESSENTIAL PANEL
WATT-HOUR OR WATER HEATER
WEATHER PROOF
T
EACH FACE OR EXHAUST FAN
LOCK REPLACEMENT
OPERATIONS BUILDING
ELECTRICAL
LEGEND AND ABBREVIATIONS
DLN
DISCONNECT SWITCH
COMBINATION MOTOR STARTER
COMBINATION MOTOR STARTER
M MOTOR
JLP RLS DLN JAN KLS
CONTROL JOINT
DOWNSTREAM OR DOWNSPOUT
RGS RIGID GALVANIZED STEEL
HP HORSEPOWER
SCHEMATICS
MOMENTARY PUSHBUTTON CONTACT
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
INDICATING LIGHT-GREEN
INDICATING LIGHT-RED
42-RUNNING CIRCUIT BREAKER
COIL OR RELAY
G
R
SELECTOR SWITCH
HAND -
OFF -
AUTO -
X -
OPERATION ENABLED
OPERATION NOT ENABLED
ENABLED
AUTOMATIC OPERATION
AUTOHAND
OFF
X00
X00
SWITCH CONTACT
POSITION TO CLOSE RESPECTIVE
DENOTES SELECTOR SWITCH
EXTERNAL WIRING
OL
LIMIT SWITCH N.O.
LIMIT SWITCH N.C.
THERMAL OVERLOADS
DDC INPUT
DDC OUTPUT
TERMINAL BLOCK AND LOCATION SYMBOLS
LOCAL MOTOR STARTER
LOCATION SYMBOL)
DEVICE TERMINAL (NOT A
LOCK COMPUTER SYSTEM CABINET
DDC CONTROL CABINET OR
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
65W240-LC
65W240-LC
CHIEF, - CIVIL DESIGN BRANCH
AND LOCKABLE.
DISCONNECT SAFETY SWITCH, NONFUSED
MOTORS SHALL INCLUDE A LOCAL
NOTES:
1.
2.
3.
DWG 66W309.
ARCHITECTURAL REFLECTED CEILING PLANS,
ARE DESIGNATED AS EXPOSED ON THE
IN AREAS WITH NO CEILING. THESE AREAS
CONCEALED EXCEPT FOR LIGHTING CIRCUITS
AND SECOND FLOOR LEVELS SHALL BE
EXPOSED. ALL CIRCUITING ON THE FIRST
BASEMENT LEVELS IS ALLOWED TO BE
CIRCUITING ON THE SUB-BASEMENT AND
MECHANICAL DIAGRAMS.
MECHANICAL'S DDC CONTROL SYSTEM. REFER TO
VAV BOXES, DAMPERS, ETC., ARE POWERED FROM
GROUNDING LEGEND
(EMBEDDED IN CONCRETE)
CONCEALED CONDUIT
PANELBOARD
TRANSFORMER
POWER AND LIGHTING LEGEND
MCC-0B
LIGHTNING PROTECTION
SIZE AS INDICATED
PROTECTION CONDUCTOR
BARE COPPER LIGHTNING
COMMUNICATIONS
NOTED
1'-6" AFF UNLESS OTHERWISE
SINGLE TELEPHONE OUTLET
NOTED
1'-6" AFF UNLESS OTHERWISE
DOUBLE-GANG OUTLET BOX,
LP-0B-1-3
Y
REFER TO LIGHTING FIXTURE SCHEDULE
TYPE AS INDICATED
WALL MOUNTED LIGHTING FIXTURE,
T
UNLESS OTHERWISE NOTED
DUPLEX RECEPTACLE, 1'-6" AFF
NEMA 5-20R
WP
UNLESS OTHERWISE NOTED
RECEPTACLE, 1'-6" AFF
WEATHER PROTECTED DUPLEX
NEMA 5-20R
IG
GFCI
UNLESS OTHERWISE NOTED
RECEPTACLE, 1'-6" AFF
GROUND FAULT DUPLEX
NEMA 5-20R
C
GROUND DUPLEX RECEPTACLE
FLOOR MOUNTED ISOLATED
NEMA 5-20R
UNIT HEATER
NON-FUSED
DISCONNECT SWITCH,
CLOCK RECEPTACLE 7'-0" AFF
S SINGLE POLE LIGHT SWITCH
S
AIR TERMINAL, SIZE AS INDICATED
REFER TO LIGHTING FIXTURE SCHEDULE
LIGHTING FIXTURE TYPE AS INDICATED
UNLESS OTHERWISE NOTED
RECEPTACLE, 1'-6" AFF
ISOLATED GROUND DUPLEX
NEMA 5-20R
IG
E2
GROUNDING CONDUCTOR
TO EQUIPMENT
BOLTED GROUND CONNECTION
TO GROUND BAR
BOLTED GROUND CONNECTION
WITH CONDUCTOR DESIGNATION AS FOLLOWS (NOTE 2):
DENOTES CIRCUIT 3 FROM PANEL LP-0B-1
THREE-WAY LIGHT SWITCH
THERMOSTAT
EQUIPMENT OR STEEL
GROUND CONNECTION TO
(NOTE 2)
FOR CONDUIT AND CONDUCTOR SIZES.
CENTER, REFER TO ONE-LINE DIAGRAM
DENOTES CIRCUIT FROM MOTOR CONTROL
REFER TO LIGHTING FIXTURE SCHEDULE
EXIT LIGHTING FIXTURE TYPE E2
MOTOR STARTER
UNLESS OTHERWISE NOTED.
ƒ" CONDUIT WITH #12 AWG WIRE
ARC - GROUND CONDUCTOR
LONG DASH - NEUTRAL CONDUCTOR
SHORT DASH - PHASE CONDUCTOR
R18
1.
3.
2.
4.
WORK THIS DRAWING WITH:
FIXTURE SCHEDULES, SEE DRAWING 65W416
5.
6.
7.
8.
NOTES
REFERENCE DRAWINGS
LIGHTING PANELBOARD, SEE DRAWING 65W414 AND 65W415
FOR LIGHTING FIXTURE SCHEDULE, SEE DRAWING 65W416.
9.
10.
11.
12.
FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND, SEE DRAWING 65W211.
13.
65W417 AND 65W418.
FOR LIGHTING FIXTURE TYPICAL MOUNTING DETAILS SEE DRAWING
DOOR. SEE SHEET 65W830C & PANEL SCHEDULE SHEET 65W413A.
MODEL NUMBER "TWH 400M TB PE LPI". MOUNT FIXTURE 2'-0" ABOVE
PROVIDE THE FOLLOWING FIXTURE OR EQUAL: LITHONIA LIGHTING
TO CONTROL NAVIGATION LIGHTS AS SHOWN ON SHEET 65W782.
ANGLE. INSTALL PHOTOCELL AND HAND-OFF-AUTO SELECTOR SWITCH
BE ARRANGED IN A VERTICAL LINE AND VISIBLE FROM A 360 DEGREE
THE NAVIGATION LIGHT FIXTURES (TYPE G) MOUNTED ON POLE SHALL
OTHERWISE NOTED.
CONDUIT SHOWN ON THIS DRAWING SHALL BE 1" RGS UNLESS
OTHERWISE NOTED.
LIGHTING CONDUCTORS ON THIS DRAWING SHALL BE #12 AWG UNLESS
65W785.
CONDUIT & CABLE SCHEDULE, SEE DRAWING 65W784 &
LIGHTING CONTROL, SEE DRAWING 65W779 AND 65W780.
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
:5
X
P e r s o n a l\
H il l_
J
S a m 's
R q u e s t d
C h ic k
L c r a w in g 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
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
S T
A
E
E07
W_TVA
---KLS--0
XX
JAN
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
BLACK & VEATCH
JUN/17
MJL
RLS
SCALE: „" = 1'-0"
12"0 5' 10' 15'
40'
40'
M(1)
LP-D/S-R-2-7
40'
LP-U/S-L-2-25
S T
A
S T
A
T
A
LOCK LIGHTING
D/S RW & U/S LW APPROACH WALLS
C
S
T
Y P
M A
T
H
I
E
F O
N T I
N U
A T I
E E
T
W
M A
T
N T I
N U
A T I
E E
T
W
RLM
FLOW
FLOW
FLOW
„" = 1'-0"
M(1)
DOWN STREAM RIVER WALL
DOWN STREAM RIVER WALL
M(1)
UP STREAM LAND WALL
S
E
A B
O V
G H
T
M A
T
N T I
N U
A T I
O N
S
E
L
W
F T
M A
T
N T I
N U
A T I
O N
40'
S T
A
U
MJL RLS RLM
SCALE:„"=1'-0"
SCALE:„"=1'-0"
SCALE:„"=1'-0"
NOTE 6 & 10
N(1), G(2-GRN)
ENTIRE CKT
4#8 AWG, 1-1/4" C, ON
VIA LTG CNTR LC-D/S-R-1
LP-D/S-R-1-11,13,15
LC-U/S-L-1
VIA LTG CNTR
LP-U/S-L-1-25,27
NOTE 10 & 6
40'
N(1), G(1-RED)
65W420
SCALE: „"=1'-0"
DETAIL 1
65W420
HAZARDOUS MATERIAL ROOM
CONDUIT R0361 IS USED FOR RECEPTACLE AND LIGHTING POWER.
HAZARD MATERIAL STORAGE ROOM
NCB
F
LP-U/S-L-1-11
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
CHIEF, CIVIL DESIGN BRANCH
65W420-LC
65W420-LC
APPROACH WALL TO FACE OF APPROACH WALL.
CONDUIT FROM POLES WILL BE EMBEDDED IN CONCRETE FROM TOP OF
THIS DOES NOT INCLUDE CONDUIT AND CABLE TRAY ROUTING.
THE VERTICAL FACE OF THE NOSE END OF THE PIER IS ILLUMINATED.
TYPE N FIXTURE MOUNTED ON MAST ARM SHALL BE ORIENTED SUCH THAT
BE CLASS 1, DIVISION II QUALIFIED FOR HAZARDOUS ROOMS/AREAS.
ALL LIGHT SWITCHES, GFCI RECEPTACLES AND LIGHT FIXTURES WILL
CENTERLINE 4'-0" ABOVE FINISHED FLOOR.
ALL LIGHT SWITCHES AND GFCI RECEPTACLES WILL BE MOUNTED WITH
ACCORDANCE WITH CLASS I, DIVISION II LOCATIONS.
ALL WIRING AND GROUNDING METHODS ARE REQUIRED TO BE IN
KEY PLAN
W
O P
E N I
N G
N
W
U G
DN
R0361
GFCIGFCI
GFCI
GFCI
SEE NOTES 11 & 12 (TYP)
SEE NOTES 11 & 12 (TYP)
FIXTURE TYPE "Q"
SEE NOTES 11 AND 12 (TYP)
SEE NOTE 4
SEE NOTE 5
FUTURE CONNECTION (TYP)
BAG TO BE USED FOR
CABLE, PLACE IN PLASTIC
COIL EXISTING GROUND
TO SITE GROUND GRID
EXISTING GROUND WIRE
SEE NOTE 13
SERVICE WATER RECESS AREA
S
EL 692.92
PP-50-U/S-L-1
PP-50-U/S-L-8
3PP-50-U/S-L-9,11
E
E07
W_TVA
---KLS--0
XX
NONE
JAN
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
BLACK & VEATCH
RDS RLS AEK
RDS
RLS
AEK
ELECTRICAL CONTROLS WIRING
SHEET 7 OF 11
JUN/17
UPSTREAM LCS CABINET
RCB-501 WIRING DIAGRAM
A.
GENERAL NOTES:
UNLESS OTHERWISE NOTED.
WIRE NUMBERS SAME AS TERMINAL BLOCK NUMBERS
B.
INSTALLED BY THE PANEL MANUFACTURER.
(FIELD WIRING SIDE) OF TERMINALS SHALL BE
ALL JUMPERS SHOWN ON THE RIGHT SIDE
579 619
BK
R
C905
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
:2 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
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
BK
R
C510
O
W
BL
BK
R
C511
O
W
BL
C512W
BK
R
BL
O,G,W-BK
G
C513W
BK
R
BL
C514BK
R
BL
O,Y
C515BK
R
BL
O,Y
O,G,W-BK
C503
BK
G
W
C504
BK
G
W
TH561
TH551
TH461
TH451
TH611
TH713
TH122
TH422
TH561
TH551
TH461
TH451
TH621
TH611
TH211
TH223
TH253
TH651
TH663
TH131
TH141
TH161
TH151
TH441
TH431
TH451
TH461
TH471
TH520
C505BK
R
O
BL
TH171
W
C507BK
BL
C506BK
BL
C508BK
BL
C509BK
BL
C501R
Y
BN
BL
O
BK
R-BK
TH181
TH481
TH510
TH461
TH451
I502BK
W
R
TH322
TH771
TH321
TH772
TH801
TH802
TH831
TH832
I503BK
W
R
I504BK
W
R
I505BK
W
R
TH861
TH862
I506BK
W
R
TH891
TH892
TH291
TH281
TH293
I507BK
W
R
I511BK
W
R
I512BK
W
R
I513BK
W
R
TH761
TH773
TB15
RCB-501
TB16
RCB-501
TB17
RCB-501
EP70
EP69
EP68
TB18
RCB-501
C502R
Y
BN
BL
O
BK
R-BK
(SH 9)
TO ZS-502
(SH 65W558)
TO MCC U/S-R,VFD-502
(SH 65W588)
TO MCC U/S-R,VFD-501
(SH 8)
TO CS-501A
(SH 6)
TO DSCC
(SH 6)
TO USCC
(SH 8)
TO CS-501B
(SH 9)
TO CS-502A
(SH 9)
TO CS-502B
(SH 9)
TO CS-502C
(SH 65W558)
TO MCC U/S-R,VFD-502
(SH 65W558)
TO MCC U/S-R,VFD-501
(SH 65W558)
TO MCC U/S-R,VFD-502
(SH 65W558)
TO MCC U/S-R,VFD-501
(SH 5)
TO USCC
(SH 5)
TO DSCC
(SH 3)
USCC
TH411
TH111
TH222
TH252
TH253
TH251
TH221
TH223
(SH 8)
TO ZS-501
(SH 9)
TO CS-502C
(SH 9)
TO CS-502B
(SH 8)
TO CS-501B
(SH 9)
TO CS-502A
(SH 8)
TO CS-501A
W-BK
W-BK
G
MOTOR HEATER (SH 8)
U/S TOW HAULAGE UNITS
MOTOR HEATER (SH 9)
TO LOCK TOW HAULAGE UNIT
W-BK
G
G
G
G
G
R
O
W
W-BK
R
O
W
W-BK
R
O
W
W-BK
R
O
W
W-BK
THN2
TH662
TH712
TH713
TH711
TH661
TH663
THN1
THH1
THH2
THN1
THN2
THN2
THH1
THN1
THH2
TH292
(SH 2)
TB2
R17
R16
R19
R18
R1
(SH 10)
CKT BKR 4
R1
(SH 10)
CKT BKR 5
R8
R2
R9
R1
R8
R5
R9
R12
R14
R16
R18
R2
R9
R11
R9
R10
R2
R3
R4
R14
R15
R12
R13
R6
R5
R11
R8
R9
R10
R4
R1
R3
R2
THH1
THH2
NCB
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
65W538-LC
65W538-LC
CHIEF, CIVIL DESIGN BRANCH
NOTE C
C.
AUXILIARY CONTACT
ROUTE HOT WIRE THROUGH TOW HAULAGE DISCONNECT
U
S E
R
OMPUTER
IDED
RAFTING
C
A
D
ESIGN &
E
E07
W_TVA
---KLS--0
XX
NONE
JAN
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
BLACK & VEATCH
RDS RLS AEK
RDS
RLS
AEK
ELECTRICAL CONTROLS WIRING
SHEET 6 OF 9
JUN/17
DOWNSTREAM LCS CABINET
RCB-701 WIRING DIAGRAM
CH 0
CH 1
CH 2
CH 3
CH 5
CH 6
CH 7
CH 4
CH 0
CH 1
CH 2
CH 3
CH 5
CH 6
CH 7
CH 4
CH 0
CH 1
CH 2
CH 3
CH 5
CH 6
CH 7
CH 4
TO AI701-1
TO DO701-4 TO DO701-5
G-BK
R-BK
G-BK
R-BK
G-BK
R-BK
G-BK
R-BK
G-BK
R-BK
G-BK
R-BK
BK-1
R-1
I712
BK-1
R-1
I714
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
:3
P
M 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
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
A.
GENERAL NOTES:
UNLESS OTHERWISE NOTED.
WIRE NUMBERS SAME AS TERMINAL BLOCK NUMBERS
B.
INSTALLED BY THE PANEL MANUFACTURER.
(FIELD WIRING SIDE) OF TERMINALS SHALL BE
ALL JUMPERS SHOWN ON THE RIGHT SIDE
C707
BL
R
W
BK
TH1011
TH1111
TH1041
TH1031
TH1061
TH1051
TH1081
TH1071
TH1122
TH1152
TH1151
TH1121
C708
BL
BK
R
O,Y C703
BL
BK
C704
BL
O
R
W
BK
C701
R-BK
BL
BN
Y
O
BK
R
C750
PART OF
C751
PART OF
C752
PART OF
C753
PART OF
TB11
RCB-701
TB12
RCB-701
C756
PART OF
C757
PART OF
TB13
RCB-701
TB14
RCB-701
TB11-437
TB10-391
TB12-461
S H
C
S H
(SH 4 & 5)
(SH 4 & 5)
(SH 4 & 5)
(SH 4 & 5)
(SH 4)
TO UHC-4-CS
(SH 4)
TO UHC-5-CS
(SH 4)
TO UHC-6-CS
(SH 4)
TO UHC-7-CS
BK-2,R-2
BK-2,R-2
(SH 65W918)
TRANSDUCER PT-03
TO DSLW GATE HPU #3
(SH 65W918)
TRANSDUCER PT-04
TO DSLW CV HPU #4
(SH 7)
TO ZS-701
(SH 65W558)
TO MCC D/S-L,VFD-701
(SH 65W558)
TO MCC D/S-L,VFD-701
(SH 7)
TO CS-701A
(SH 7)
TO CS-701B
(SH 4 & 5)
(SH 4 & 5)
(SH 4)
TO HPU-3-CS
(SH 4)
TO HPU-4-CS
TH1022
C702
BK
W
G
THN
THH
G
G
W-BK
O
R
W
W-BK
THN
(SH 7)
MOTOR HEATER
HAULAGE UNIT
TO DS TOW
O, W-BK
TO R20
5 (SH 8)
TO CKT BKR
TO R21
TO R22
TO R21
TO R20
TO R23
TO R25
TO R24
RO R23
TO R20
TO R22
TO R21
NCB
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
65W545B-LC
65W545B-LC
CHIEF, CIVIL DESIGN BRANCH
C.
AUXILIARY CONTACT
ROUTE HOT WIRE THROUGH TOW HAULAGE DISCONNECT
NOTE C
U
S E
R
OMPUTER
IDED
RAFTING
C
A
D
ESIGN &
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 x j d h 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
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
RDS
RLS
JUN/17
BLACK & VEATCH
RDS RLS
TOW HAULAGE
VFD MOTOR SCHEMATIC
TOW HAULAGE UNIT
SHEET 1 OF 5
SCHEMATIC
ELECTRICAL CONTROLS WIRING
S
CONTINUED ON LINE 1000 (DS UNIT) SH 5
CONTINUED ON LINE 400 (LOCK UNIT) SH 3
CONTINUED ON LINE 100 (US UNIT) SH 2 TORQUE CONTROL SELECTOR SWITCH SCHEMATIC (TYP)
+10V
ADC+
ADC-
AEK
AEK
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
65W553-LC
65W553-LC
CHIEF, CIVIL DESIGN BRANCH
SEE TOW HAULAGE SCHEMATICS
AUXILIARY CONTACTS DSW-1
MCP
MOTOR CONTROL CENTER
A
B
C
TOW HAULAGE
VFD
WINCH MOTOR
MCC - "A"
480V, 3 PH, 3 WIRE BUS
1.
120V
480V
EQUIPMENT DESIGNATION
VFD-501
VFD-502
VFD-701
U/S - R
U/S - R
D/S - L
DSW
RCB-501
RCB-501
RCB-701
LCS CABINET
(SEE NOTE 1)
NOTES
DRAWING TYPICAL FOR THREE TOW HAULAGE VFDS.
1 X2
1 X2
H N
"A"
.5K OHMS
.5K OHMS
.5K OHMS
.5K OHMS
.5K OHMS
AUX
LI L2 L3
U V WPE
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 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
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
SCHEMATIC
SHEET 2 OF 5
RDS
RLS
RDS RLS
TOW HAULAGE
ELECTRICAL CONTROLS WIRING
AEK
AEK
NCB
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
65W554-LC
65W554-LC
CHIEF, CIVIL DESIGN BRANCH
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
R
R
UPSTREAM TOW HAULAGE SCHEMATIC
U
S E
R
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
H
MOTOR RUNNING
19 20
VFD-501
N
STOP
DS US
JOG
STOP
DS US
JOG
CONTINUED FROM LINE 00
VFD-501
TORQUE
TORQUE
2 3 120,160
NORMAL RUN
NORMAL RUN
220,290,290
250,300,300
230,260
230,320,320
260,330,330
OOX
XOO
2A
OOX
XOO
PART OF CS-501A
PART OF CS-501B
PART OF CS-501A
PART OF CS-501B
5 STEP
5 STEP
501-577
501-578
R01
501-579
501-576
501-602
501-603
501-606
501-605501-604
501-613
501-616
501-601
501-614
501-615
501-618
501-617
501-584
501-585
501-586
501-669
501-670501-665
501-641
501-667
501-666
501-643
501-642
RUNNING
MOTOR
RUNNING
MOTOR
TH111
TH131
TH141
TH151
R01
TH161
TH121 TH122
TH171
TH181
TH211
TH221
TH222 TH223
TH251
TH252 TH253
TH281
TH291
TH321
TH292 TH293
TH311
TH322
501-635 501-631
501-634 501-632
501-636
501-633
THH1 THN1
501-671
MOTOR HEATER 501-590501-591 DSW-1
R01
R02
R03
R04
R05
R06
R02
R05
+ 24 VDC
ZS-501-1
EOT
ZS-501-4
EOT
ZS-501-2
KICK-OFF
ZS-501-3
KICK-OFF
1 + 10 V
ADC (-)
SETPOINT
ADC (+) TORQUE
2 O V
R03
R06
R04
R04
R02
R03
R05
R06
START/STOP
UPSTREAM
START/STOP
DOWNSTREAM
R02
R03
R05
R06
THH2 THN2
DSW-2
TH2051
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 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
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
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
RDS
RLS
JUN/17
BLACK & VEATCH
RDS RLS
R
R
R
R
R
SHEET 3 OF 5
ELECTRICAL CONTROLS WIRING
TOW HAULAGE
SCHEMATIC
LOCK TOW HAULAGE SCHEMATIC
AEK
AEK
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
65W555-LC
65W555-LC
CHIEF, CIVIL DESIGN BRANCH
VFD-502
H
MOTOR RUNNING
19 20
VFD-502
N
OFF
DS US
RUN
JOG
OFF
DS US
RUN
JOG
CONTINUED FROM LINE 00
OFF
DS US
RUN
JOG
OFF
DS US
RUN
JOG
OFF
DS US
RUN
JOG
RUNNING
CONTINUED FROM LINE 590
2 3
420,460
670,720
660,770,770
710,780,780
670,800,800
720,810,810
680,830,830
730,840,840
690,860,860
740,870,870
700,890,890
750,900,900
OOX
XOO
2A
OOX
XOO
OOX
XOO
OOX
XOO
OOX
XOO
PART OF CS-502A
PART OF CS-502B
PART OF CS-502C
CONTINUED TO LINE 600
501-581
501-582
501-580
501-583TH411
RUNNING
MOTOR
501-607
501-610
TH431
TH441
TH451
501-609
501-608
501-612
TH471
TH481
501-621
501-620
501-624
501-623
R10
R11
R12
R13
RUNNING
MOTOR
501-619
501-622
501-625
501-628
501-564
501-567
RUNNING
MOTOR
RUNNING
MOTOR
TH510
TH520
501-627
501-626
501-630
501-629
R14
R15
501-566
501-565
501-569
501-568
R16
R17
501-570
501-573
501-572
501-571
501-575
501-574
R18
R19
501-587
501-588
501-589
501-611 R08
TH461
301-300
301-301
301-298
TH551
TH561
301-299
301-302 301-303
601-299
601-302
TH611
TH621
601-300
601-301
601-298
TH651
TH661
TH662 TH663
TH711
TH712 TH713
601-303
501-685 501-681
501-686
501-683
501-684 501-682
TH421
R08
TH422 501-594
DSW-1 MOTOR HEATER
501-593
R07
R08
R09
9 + 24 VDC
ZS-502-1
EOT
ZS-502-2
KICK-OFF
ZS-502-4
EOT
ZS-502-3
KICK-OFF
R12
R14
R16
R18
R11
R10
R13
R15
R17
R19
R11
R09
START/STOP
UPSTREAM
START/STOP
DOWNSTREAM
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
:3 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
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
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
RDS
RLS
JUN/17
BLACK & VEATCH
RDS RLS
TOW HAULAGE
R
R
SCHEMATIC
SHEET 5 OF 5
ELECTRICAL CONTROLS WIRING
DOWNSTREAM TOW HAULAGE SCHEMATIC
AEK
AEK
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
65W557-LC
65W557-LC
CHIEF, CIVIL DESIGN BRANCH
R20
TH1021 TH1022
DSW-1
H
MOTOR RUNNING
19 20
VFD-701
N
OFF
DS US
RUN
JOG
RUNNING
OFF
DS US
RUN
JOG
RUNNING
CONTINUED FROM LINE 00
VFD-701
2 3 1020,1060
R20
1120,1190,1190
1150,1200,1200
1130,1160
1130,1220,1220
1160,1230,1230
TORQUE
TORQUE
OOX
XOO
OOX
XOO
2A
PART OF CS-701B
PART OF CS-701A
PART OF CS-701A
5 STEP
5 STEP
PART OF CS-701B
701-522
701-523
701-521
701-524
701-528
701-531
701-530
701-529
701-533
701-532
701-536
701-535
701-539
701-538701-537
701-534
701-525
701-526
701-527
701-569
701-571701-567
701-566
701-563
701-562
701-561
701-565
701-570
TH1061
TH1011
TH1031
TH1041
TH1051
TH1071
TH1081
TH1111
TH1121
TH1151
TH1122 TH1123
TH1152 TH1153
TH1181
TH1191
TH1211
TH1192 TH1193
TH1221
TH1222
701-559 701-556 701-552
701-555 701-553 701-554
701-557
THH THN
MOTOR HEATER
701-558
R23
R22
R21
R24
R25
R20
+ 24 VDC
1 + 10 V
ADC (-)
2 O V
R22
R25
R21
R24
ZS-701-2
KICK-OFF
R23
ZS-701-3
KICK-OFF
R23
ZS-701-4
EOT
ZS-701-1
EOT
R21
R22
R21
R22
R24
R25
R24
R25
START/STOP
(UPSTREAM)
FORWARD
START/STOP
(DOWNSTREAM)
REVERSE
SETPOINT
TORQUE
ADC (+)
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 c d o c u m e n t s a n d s e t t in g s h e c d m j c 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
JAN
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
PRM
RLS
BLACK & VEATCH
‚"=1'-0"
65W806SCALE:‚"=1'-0"
ASECTION
ELECTRICAL RACEWAY
DETAILS AND SECTIONS
SHEET 1 OF 3
40'-0"
SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
PRM RLS DLN
DLN
JUN/17
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
65W810-LC
65W810-LC
CHIEF, CIVIL DESIGN BRANCH
EL. 661.80
MONOLITH L16
EL. 692.57
EL. 678.50
GALLERY FLOOR
ROOM
MACHINERY
INTERIOR
HP EL. 658.36
CJ EL. 654.50
CJ EL. 649.50
CJ EL. 644.50
3'-5" x 3'-5"
EXHAUST LOUVER L-2,
LANDING (TYP)
HP EL. 693.00
EL. 658.00
(TOP OF APPROACH WALL)
SLEEVE
5" PIPE
AND EQUIPMENT
TO RECEPTACLES
BOX
POWER JUNCTION
HPU EQUIPMENT ROOM
DOWNSTREAM MITER GATE
MCC-D/S-L (LOCATED IN
COMM JUNCTION BOX
CONTROLS JUNCTION BOX
POWER JUNCTION BOX
FROM JUNCTION BOX (TYP)
STUB OUT AND CAP 12"
2" SPARE CONDUIT,
(TYP)
RESTRAINERS
PREVIOUSLY COMPLETED CONCRETE COFFERDAM
SEE NOTE 2
DLCP-L17
R1001
R1002
R1003
R1004
SCALE: ‚" = 1'-0"
12" 0 5'
NOTES:
1.
UNDER THE LOCK CONSTRUCTION CONTRACT.
CONDUITS TO BE EXTENDED TO GALLERY AREA
UNDER COFFERDAM CONSTRUCTION CONTRACT.
PANEL AND CONDUITS FROM PANEL INSTALLED2.
PIER 2CL
GUIDE WALL
BLOCKOUT FOR
EL. 688.0
HANDRAIL (TYP)
(TOP OF LOCK) EL. 692.0
COMM JUNCTION BOX
POWER JUNCTION BOX
BOX (TYP)
12" FROM JUNCTION
STUB OUT AND CAP
2" SPARE CONDUIT,
U
S E
R
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
SCALE: 1/2=1'-0"
SECTION B
65W808
CHICKAMAUGA PROJECT
LOCK REPLACEMENT
INITIAL ISSUE
JAN
XX
0 - - KLS - - -
W_TVA
07 E
E
0BLACK & VEATCH
JUN/17
NOTES:
12" 0 1' 2' 4'3'
SCALE: •" = 1'-0"
DLN
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
REVISION R0EL. 678.5
SECTION C
SCALE:•"=1'-0"
PRM
RLS
1/2"=1'-0"
COMPRESSOR ROOM
GALLERY DOOR TOWARD
PRM RLS DLN
3" A EL. 686.5
2"SW EL. 687.0
4'-0"
GALLERY CEILING EL. 688.0
GALLERY FLOOR EL. 678.5
EL. 675.07
SECTION A
DRAIN PIPE
EXISTING
C
C
SCALE:1/2"=1'-0"
GUTTER
PIPE W/ SUPPORT
PIPE W/ SUPPORT
EL. 688.0
R0420
R0417
R0423
R0421
R0418
R0424
R0422
R0419
R0425
R0419
R0426
R0344
R0343
R0342
R0341
R0345
R0346
R0423R0420R0417
R0424R0421R0418
R0419
R0425R0422
TRAY
POWER CABLE
TRAY
CONTROLS CABLE
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 c d o c u m e n t s a n d s e t t in g s h e c d m j c 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
RIGHT)
(LEFT TO
RIGHT)
(LEFT TO
ELECTRICAL RACEWAY
DETAILS AND SECTIONS
SHEET 2 OF 3
65W808
65W811
65W811
65W811
1.
R0569R0568R0564
R0564
R0568
R0569
R0291
R0821
CTLVP-9L B.O.T EL. 686.5
CTLVC-12L B.O.T EL. 685.5
FP210
FP218
NCB
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
65W811-LC
65W811-LC
CHIEF, CIVIL DESIGN BRANCH
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
(EXISTING)
PIER 5
GUIDE WALL
(TYP)
RESTRAINER
FROM JUNCTION BOX (TYP)
STUB OUT AND CAP 12"
2" SPARE CONDUIT,
BOX
POWER JUNCTION
BOX
COMM JUNCTION
BOX
COMM JUNCTION
BOX
CONTROLS JUNCTION
BOX
POWER JUNCTION
BOX
POWER JUNCTION
BOX
CONTROLS JUNCTION
BOX
COMM JUNCTION
PO-U/S-RH-5
PO-U/S-RL-13
ZS-501
SE-501
SHOWN HERE FOR CLARITY.
TO EQUIP SKID AT FLOOR.
ROUTE CONDUIT ADJACENT
(TYP)
ABOVE CONCRETE SLAB
CONDUIT TEES LOCATED
NUMBER
LIGHT SUPPORT
UP TO MOTOR
(TYP)
ABOVE CONCRETE SLAB
CONDUIT TEES LOCATED
ZS-502
SE-502
CS-502A
UP TO MOTOR
PO-U/S-RL-12
PO-U/S-RH-3
SEE DWG 65W867 (TYP)
LEVEL, FOR CONTINUATION
DOWN TO GALLERY
WALL BELOW
EDGE OF GALLERY
CS-501A
BOX
JUNCTION
CONTROLS
SHOWN HERE FOR CLARITY
TO EQUIP SKID AT FLOOR.
ROUTE CONDUIT ADJACENT
R0428
R0430
R0427
R0173
R0172
R0171
R0170
R0164
R0162
R0168
R0166
R0167
R0169
R0165
R0163
R0169
R0167
R0168
R0166
R0164
R0162 R0171
R0170 R0173
R0172
R0163
R0165
R0433
R0429
R0431
R0435
R0434
R0154
R0155
R0156
R0157
R0432
R0144
R0145
R0281
R0366
R0393
R0279
R0362
R0368
R0394
R0395
R0280R0587
R0292
R0271
R0272
R0759
R0758
R0436
LIGHT SUPPORT
E
E07
W_TVA
---KLS--0
XX
JAN
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
BLACK & VEATCH
PRM
RLS
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
:1
:1 c d o c u m e n t s a n d s e t t in g s h e c d m j c 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
SCALE: ‚" = 1'-0"
12" 0 5'
RESTRAINER
EL. 692.0
TOP OF LOCK WALL
UPSTREAM TOW HAULAGE PLAN
SCALE: ‚"=1'-0"
DETAIL 1
EQUIPMENT
TOW HAULAGE
RAISED PAD FOR
‚"=1'-0"
SCALE: ‚"=1'-0"
SECTION
65W809
A
NOT TO SCALE
SECTION
65W809
B
NOTES:
MACHINERY
TOW HAULAGE
UPSTREAM RIVER WALL
LOCK TOW HAULAGE PLAN
EQUIPMENT
TOW HAULAGE
LOCK RIVER WALL
SCALE: ‚"=1'-0"
DETAIL 2
65W863
DETAILS AND SECTIONS
ELECTRICAL RACEWAY
SHEET 3 OF 3
65W872
2.
1.
N
PRM RLS DLN
DLN
JUN/17
SEE DRAWING 65W872 FOR ADDITIONAL DETAILS.
SEE SHEET 65W211A, 65W211B, 65W211C AND 65W211D.
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
65W812-LC
65W812-LC
CHIEF, CIVIL DESIGN BRANCH
028216 FOR DETAILS.
CONDUIT OR DUCTBANK. SEE SPECIFICATION SECTION
DRAGGING CABLES THROUGH EXISTING ASBESTOS/CEMENT
ASBESTOS MONITORING SHALL BE CONDUCTED WHILE
LOCK. SEE SHEET 65W823B NOTE 1.
USE FLEX CONDUIT TO BRIDGE SLOT CUT INTO EXISTING
NOTES 6 & 7 ON SHEET 65W823B.
CONTROL STATION MANHOLE 1 TO VALVE PULLBOX 1 SEE
NOTES 9 & 10 ON SHEET 65W823B.
CONTROL STATION MANHOLE 3 TO VALVE PULLBOX 3 SEE
SEE SHEET 65W823B NOTES 6&9.
EXISTING HAND-HOLE AT THE TOP OF LOCK.
FROM TOP OF CONTROL STATION MAN-HOLE 1 (3) TO
ROUTE 'G1.1 NEW' ('G3.1 NEW') THRU EXISTING CONDUIT
MANHOLE/PULLBOX, SEE NOTE 6/7 ON SHEET 65W823B.
GROUNDING CONDUCTORS ROUTED THRU THIS
FIELD VERIFY AND ENSURE CONTINUITY OF ALL
MANHOLE/PULLBOX, SEE NOTE 9/10 ON SHEET 65W823B.)
GROUNDING CONDUCTORS ROUTED THRU THIS
(FIELD VERIFY AND ENSURE CONTINUITY OF ALL
SEE SHEET 65W823B NOTES 6&9.
WITH CONCRETE THEREFORE EXOTHERMIC WELD IS ESSENTIAL.
CONTROL STATION MAN-HOLE 1 WILL LATER BE FILLED
CONTROL STATION MAN-HOLE 1 (3).
ROUTE 'G1.1 NEW' ('G3.1 NEW') UP TO THE TOP OF
("G3(GND)").
GROUNDING CONDUCTOR LABELED "G1(GND)"
('G3.1 NEW') AND MAKE EXOTHERMIC WELD TO EXISTING
PROVIDE NEW GROUNDING CONDUCTOR 'G1.1 NEW'
REQUIRED. SEE SHEET 65W823B NOTES 7&10.
AT VALVE PULL BOX 1 (3). PROVIDE NEW HAND-HOLE IF
GROUNDING CONDUCTOR LABELED "G1(GND)" ("G3(GND)")
('G3.1 NEW') AND MAKE EXOTHERMIC WELD TO EXISTING
PROVIDE NEW GROUNDING CONDUCTOR 'G1.1 NEW'
GROUNDING CONDUCTOR LABELED "G1(GND)" ("G3(GND)").
CONDUCTOR 'G1.1 NEW' ('G3.1 NEW') TO EXISTING
FIELD VERIFY & MATCH SIZE OF NEW GROUNDING
SURFACE.
BACKFILL TRENCH WITH CONCRETE TO MATCH EXISTING
SEE SHEET 65W823B NOTES 6&9. CONTRACTOR SHALL
('G3.1 NEW') IN NEW CONDUIT IN NEW TRENCH.
PROVIDE NEW GROUNDING CONDUCTOR 'G1.1 NEW'
65W823B NOTES 6&9.
SHALL BE TRAFFIC-RATED AND WATER-TIGHT. SEE SHEET
PROVIDE NEW HAND-HOLE IF REQUIRED. HAND-HOLE
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
:5
X
P e r s o n a l\
H il l_
J
S a q u e s t a w in g s
W
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 &
KLSJANDLNRLSPRM
DLN
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
INITIAL ISSUE
1:1
0 - - - - -
W_TVA
07 E
E
0BLACK & VEATCH
PRM
RLS
JUN/17
NONE
ELECTRICAL RACEWAY
NOTES:
TOP OF LOCK
(EXISTING CONTROL STATION MANHOLE 3)
EXISTING CONTROL STATION MANHOLE 1
PULLBOX 3)
(EXISTING VALVE
PULLBOX 1
EXISTING VALVE
S
L
S L
SCALE: NONE
SECTION A
65W823B SCALE: NONE
SECTION A*
65W823B
CONTROL STATION MANHOLE 1 TO VALVE PULL BOX 1 SHOWN
DUCTBANKEXISTING
DUCTBANK
EXISTING
SEE NOTE 4
SEE NOTE 6
HANDHOLE
EXISTING
SEE NOTE 7
NEW CONDUIT
TRENCH & PLACE
SEE NOTE 8
SEE NOTE 9
CONDUCTORS
SEVERED
1.
2.
3.
4.
5.
7.
8.
SAFETY NOTE:
6.
9.
IF REQUIRED, SEE NOTE 9.
PROVIDE NEW HANDHOLE
SEE NOTE 5
EXISTING CONDUIT,
DUCTBANKEXISTING
IF DIFFERENT THAN AS SHOWN.
NOTE: OPPOSITE HAND EQUIVALENT INFORMATION IS SHOWN IN PARENTHESIS
(CONTROL STATION MANHOLE 3 TO VALVE PULL BOX 3 OPPOSITE HAND)
SEE NOTE 10.
'G1.1 NEW' ('G3.1 NEW')
NEW GROUNDING CONDUCTOR
10.
EXOTHERMIC WELD
EXOTHERMIC WELD
EXISTING GROUNDING CONDUCTOR/S
SEE NOTE 11 (12)
11.
12.
TO MANHOLE A (D)
EXISTING DUCTBANK
POST SLOT CUTS B & C
RE-CONNECTION OF EXISTING LOCK
GROUNDING, SECTIONS
("G3(GND)")
CONDUCTOR "G1(GND)"
EXISTING GROUNDING
NCB
65W823C-LC
65W823C-LC
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
CHIEF, CIVIL DESIGN BRANCH
MANHOLE A TO MANHOLE B SEE NOTE 8 ON SHEET 65W823B.
MANHOLE D TO MANHOLE E SEE NOTE 11 ON SHEET 65W823B.
LOCK. SEE SHEET 65W823B NOTE 1.
USE FLEX CONDUIT TO BRIDGE SLOT CUT INTO EXISTING
028216 FOR DETAILS.
CONDUIT OR DUCTBANK. SEE SPECIFICATION SECTION
DRAGGING CABLES THROUGH EXISTING ASBESTOS/CEMENT
ASBESTOS MONITORING SHALL BE CONDUCTED WHILE
MAN-HOLE, SEE NOTE 8 ON SHEET 65W823B.
GROUNDING CONDUCTORS ROUTED THRU THIS
FIELD VERIFY AND ENSURE CONTINUITY OF ALL
MAN-HOLE, SEE NOTE 11 ON SHEET 65W823B.
GROUNDING CONDUCTORS ROUTED THRU THIS
FIELD VERIFY AND ENSURE CONTINUITY OF ALL
SEE SHEET 65W823B NOTES 8&11.
MAN-HOLE A&B (D&E).
ROUTE 'G1.2 NEW' ('G3.2 NEW') UP TO THE TOP OF
SAME FOR MAN-HOLE A&B (D&E).
GROUNDING CONDUCTOR LABELED "G1(GND)" ("G3(GND)"),
('G3.2 NEW') AND MAKE EXOTHERMIC WELD TO EXISTING
PROVIDE NEW GROUNDING CONDUCTOR 'G1.2 NEW'
GROUNDING CONDUCTOR LABELED "G1(GND)" ("G3(GND)").
CONDUCTOR 'G1.2 NEW' ('G3.2 NEW') TO EXISTING
FIELD VERIFY & MATCH SIZE OF NEW GROUNDING
TOP OF MAN-HOLE 'A'.
LABELED "G1(GND)". ROUTE 1/C-500KCMIL UP TO THE
MAKE EXOTHERMIC WELD TO EXISTING GROUNDING CONDUCTOR
65W823B FOR ROUTING & 65W830B FOR ALTERNATIVE VIEW.
EXISTING MAN-HOLE 'A' IN PLAN VIEWS SEE SHEET
LOCK GROUND GRID AT EXISTING MAN-HOLE 'A'. FOR
GTS-1 (SEE SHEET 65W820 NOTE 16) TO THE EXISTING
STRANDED GROUND CONDUCTOR SHALL BE CONNECTED FROM
FOR MAN-HOLE 'A' ONLY: ONE 1/C-500KCMIL BARE
65W823B & 65W823C FOR CONTINUATION OF ROUTING.
TO NEW HAND-HOLE AT THE TOP OF LOCK. SEE SHEET
THRU NEW CONDUIT BY DRILLING THRU EXISTING CONCRETE
ROUTE 1/C-500KCMIL FROM THE TOP OF MAN-HOLE 'A'
AND WATER-TIGHT. SEE SHEET 65W823B NOTES 8&11.
OF LOCK. NEW HAND-HOLE SHALL BE TRAFFIC-RATED
THRU EXISTING CONCRETE TO NEW HAND-HOLE AT THE TOP
MAN-HOLE A/B (D/E) THRU NEW CONDUIT BY DRILLING
ROUTE 'G1.2 NEW' ('G3.2 NEW') FROM THE TOP OF
SURFACE.
BACKFILL TRENCH WITH CONCRETE TO MATCH EXISTING
SEE SHEET 65W823B NOTES 3&5. CONTRACTOR SHALL
('G3.2 NEW') IN NEW CONDUIT IN NEW TRENCH.
PROVIDE NEW GROUNDING CONDUCTOR 'G1.2 NEW'
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
:5
:1
X
P e r s o n a l\
H il l_
J
S a q u e s t a w in g s
W
D
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
ELECTRICAL RACEWAY
NOTES:
2.
3.
TOP OF LOCK
(EXISTING MANHOLE E)
EXISTING MANHOLE A
(EXISTING MANHOLE D)
EXISTING MANHOLE B
S
L
S L
SCALE: NONE
SECTION B
65W823B SCALE: NONE
SECTION B*
65W823B
MANHOLE "A" TO MANHOLE "B" SHOWN (MANHOLE "D" TO MANHOLE "E" SHOWN IN PARENTHESIS)
4.
5.
6.
7.
SAFETY NOTE:
EXISTING DUCTBANK EXISTING DUCTBANK
SEE NOTE 4 SEE NOTE 4
SEE NOTE 7
CONDUCTORS
SEVERED
EXISTING DUCTBANK
SEE NOTE 5
NEW HANDHOLE,
SEE NOTE 6
NEW CONDUIT
TRENCH & PLACE
SEE NOTE 5
NEW HANDHOLE,
SEE NOTE 5
NEW CONDUIT,
DRILL AND INSTALL
SEE NOTE 8.
'G1.2 NEW' ('G3.2 NEW')
NEW GROUNDING CONDUCTOR
8.
EXOTHERMIC WELD EXOTHERMIC WELD
SEE NOTE 9 (10)
9.
10.
DUCTBANK
EXISTING
POST SLOT CUTS A & D
RE-CONNECTION OF EXISTING LOCK
GROUNDING, SECTIONS
("G3(GND)")
CONDUCTOR "G1(GND)"
EXISTING GROUNDING
11.
12.
CONDUIT, SEE NOTE 5
DRILL AND INSTALL NEW
SEE NOTE 11
CONDUIT, SEE NOTE 12
DRILL AND INSTALL NEW
NCB
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
CHIEF, CIVIL DESIGN BRANCH
65W823D-LC
65W823D-LC
R0254 R0264
R0253
R0252
R0249
R0248
R0261
R0260
R0258
R0255
R0256
R0259
R0263
R1023
R0262
R0186
R0390
R0037
R0189
R0188
R0272
R0271
FP257
FP258
FP259
FP226
FP228
FP227
R0291
R0821
R0292
R0587
R0585
R0582
R0831R1028
R0819
R0813
R0580
R0811
R0829
R0581
R0815
R0820
R0586
R0809
R0579
R0583
R0817
R0565
R1019
R1022
R1020
R1021
R1024
R1030
R1029
R1027
R1025
R1026
R0268
R0830R0458
R0453
R0452
R0185
R0329
R0454
R0455
R0456
R0457
R0459
R0462
R0463
R0473
R0460
R0461
R0038
R0061
R0854
R0853
R0396
R0044
R2006
R2003
R0868
R0857
R0060R0391
R0250
R0016R0015R0014
R0251
R0253
R0018
(DEWATERING)
SW-U/S-L-1
RECESS)
(CULVERT VALVE
PO-U/S-LH-4
RECESS)
(CULVERT VALVE
PO-U/S-RH-4
(DEWATERING)
SW-U/S-R-1
TRANSMITTER
LEVEL
HEADWATER
CS-502B
CS-501B
CP-1100
CONTROL PANEL
ZT-1310
ZY1600
ZS-1310A
ZS-1310B
PO-U/S-LL-2
LT-302
LE-302
UHC-1
CPL-06001
CP-1200
CONTROL PANEL
CP-1300
CONTROL PANEL
CP-1400
CONTROL PANEL
YV-402
ZT-1210
ZY-1700
TRAFFIC SIGNAL
US LOCK
UPSTREAM CONTROL SHELTER
LIGHTS IN CULVERT
TO WALL MOUNT
LIGHTS IN CULVERT
TO WALL MOUNTED
YV-321
PUMP-CS
SEE SHEET 65W808
HAZMAT ROOM
(GATE RECESS)
PO-U/S-RH-2
30"x30"x18" (APPROX)
POWER PULLBOX
NEMA 3R
ROOM
LOCK XFMR
DOWN TO
FOR CONTINUATION
SHEAR WALL, SEE 65W877
AND COMM J-BOX ON TOP OF
UP TO LOAD BREAK SWITCHES
SWITCH DS-3
DISCONNECT
GENERATOR
EMERGENCY
BUILDING
TO MAINTENANCE
C
F
C
C
C
C
C
C
C
SEE SHEET 15W277
24"x24"x18" (APPROX)
COMM PULLBOX
NEMA 3R
SEE 65W877 FOR CONTINUATION.
UP TO TOP OF SHEAR WALL,
CONDUCTOR
STRANDED GROUND
1/C-500KCMIL BARE
SEE SHEET 65W887
FOR CONTINUATION
KEY PLAN
SEE SHEETS 65W211A, 65W211B, 65W211C AND 65W211D.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
SEE SHEET 65W877 FOR CONTINUATION OF 1/C-500.
CPL-08001
AH-022
AH-016
MPS-012
ZS-1420
ZS-1440B
YV-1440A
YV-1440B
ZY-1800
ZT-1410
MPS-016
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
:5 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
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
SCALE: „" = 1'-0"
12"0 5' 10' 15'
FLOW
PARTIAL PLAN - TOP OF LOCK - LANDWALL
NOTES:
RLS
PRM
BLACK & VEATCH 0
E
E07
W_TVA
-----0
XX
INITIAL ISSUE
LOCK REPLACEMENT
CHICKAMAUGA PROJECT
„"=1'-0"
PZ-L3 (E)
IN-U3(L)
IN-M1(L)
PZ-U3(R)
IN-U3(R)
M A
T
N T I
N U
A T I
E E
T
W
M A
T
N T I
N U
A T I
E E
T
W
UHC-10
PARTIAL PLAN - TOP OF LOCK - RIVERWALL
SHEET 4 OF 4
ELECTRICAL RACEWAY
LANDWALL & RIVERWALL
TOP OF LOCK PLAN
JUN/17
65W877
E
65W877
E
65W877
REFERENCE SHEETS
(UPSTREAM LANDWALL SIDE)
SCALE:„"=1'-0"
SCALE:„"=1'-0"
(UPSTREAM RIVERWALL SIDE)
1.
SEE SHEETS 65W3723 (TYP)
ON TOP OF LOCK WALL,
LIGHT FIXTURE LOCATIONS
PENETRATIONS WITH
COORDINATE CONDUIT
SEE SHEET 65W3723 (TYP)
ON TOP OF LOCK WALL,
CAMERA TOWER LOCATIONS
PENETRATIONS WITH
COORDINATE CONDUIT
OF CONDUITS (TYP)
FOR CONTINUATION
SEE SHEET 65W868
YV-502
ZS-1240B
YV-1240B
YV-1240A
ZS-1220
ZY-1500
ZT-1110
ZS-1110B
ZS-1110A
15W279
UL-B
UR-B
UR-A
(GATE RECESS)
PO-U/S-LH-2
65W828A
IN-M1(L)
65W828A
65W828A
65W828A
N
LIGHTS
MITER GATE
SEE 65W871
FOR CONTINUATION
SEE 65W872
FOR CONTINUATION
ZS-1430A
POLE
LIGHT
30'
UL-A
ZS-1230A
ZS-1250
PRM RLS DLN JAN KLS
DLN
(TYP)
SEE SHEET 65W3723
ON TOP OF LOCK WALL,
EQUIPMENT LOCATIONS
RECEPTACLE AND POWER
PENETRATIONS WITH
COORDINATE CONDUIT
(LOAD PIN PANEL)
URA/B READOUT
LOAD PIN PANEL)
ULA/B READOUT RACEWAY SCHEDULE SHEETS 65W815 - 65W819D
ELECTRICAL PANELS, SEE SHEETS 65W221 AND 65W216
ELECTRICAL PLANS, SEE SHEET 65W3723
(ELECTRICAL PLANS) SHEET 4 OF 4, 65W3723
LANDWALL & RIVERWALL TOP OF LOCK PLAN
WORK THIS SHEET WITH:
LIGHTS
GATE
MITER
NCB
2.
U
S E
R
OMPUTER
IDED
RAFTING
C
A
D
D
ESIGN &
U2
L4 U3
U2 M1
R4 U3 M1
U3
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN
65W864-LC
65W864-LC
CHIEF, CIVIL DESIGN BRANCH
A
65W882
A
A
A
T
A
T
A
DN
ALUMINUM FRAME
(1) FIXED OBSCURE GLAZING
OVER (2) HOPPER VISION GLAZING
B
ALUMINUM FRAME
(1) FIXED OBSCURE GLAZING
OVER (2) HOPPER VISION GLAZING
C
ALUMINUM FRAME
(1) FIXED OBSCURE GLAZING OVER
(1) HOPPER VISION GLAZING
2"
7' - 6"
EQ
2"
EQ
2"
2"
6'
0" 2'
0"
A .F
.F . 2'
0"
2" 2'
0" 2" 1'
4" 2"
4'
0" A
.F .F
2'
2"4'
0"
3' - 4"
2" 1'
6"
2"
2" 2"
7'
6" 2'
0"
A .F
.F
11' - 6"
2"
EQ
2"
EQ
2"
EQ
2"
2" 2'
0"
2" 2'
0"
2" 1'
4"
2"
1'
4"
2"
2'
0" A
.F .F
7'
6"
7' - 6"
2"
EQ
2"
EQ
2"
2" 2'
0" 2" 2'
0"
2" 1'
4"
2" 1'
4"
2"
2'
0" A
.F .F
7'
6"
9' - 6" 5' - 9"
7'
6" 2'
0"
A .F
.F
2"
EQ
2"
EQ
2"
EQ
2"
2" 2'
0"
2" 2'
0"
2" 1'
4"
2" 1'
4"
2"
2" 2'
0" 2" 2'
0"
2" 1'
4" 2"
1'
4" 2"
2"
EQ
2"
EQ
2"
H
HOLLOW METAL FRAME
3-BAY FIXED VISION GLAZING
2'
0" A
.F .F
5'
4"
2" 2'
0"
2" 1'
4"
2" 1'
4"
2"
11' - 6"
2"
EQ
2"
EQ
2"
EQ
2"
GL-2
GL-1
GL-1
GL-2
GL-1
GL-1
GL-2
GL-1
GL-1
GL-2
GL-1
GL-1
GL-2
GL-1
GL-1
GL-2
GL-1
GL-4
GL-3
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-2
GL-2
GL-1
GL-1
GL-5
D
45 MIN
ALUMINUM FRAME
(2) FIXED FIRE/SAFETY RATED OBSCURE GLAZING
OVER (2) FIXED FIRE/SAFETY RATED VISION GLAZING
E
ALUMINUM FRAME
(2) FIXED OBSCURE GLAZING
OVER (2) HOPPER VISION GLAZING
F
ALUMINUM FRAME
(2) FIXED OBSCURE GLAZING
OVER (2) HOPPER VISION GLAZING
G
ALUMINUM FRAME
(2) FIXED OBSCURE GLAZING
OVER (2) HOPPER VISION GLAZING
7'
6" 2'
0"
A .F
.F
2"
2" 2'
0" 2" 2'
0"
2" 1'
4" 2"
1'
4" 2"
GL-3
GL-4
9' - 6"
2"
EQ
2"
EQ
2"
EQ
2"
J
45 MIN
ALUMINUM FRAME
(2) FIXED FIRE/SAFETY RATED OBSCURE GLAZING
OVER (2) FIXED FIRE/SAFETY RATED VISION GLAZING
2"
2"
6'
0" 2'
0"
A .F
.F . 2'
0"
2" 2'
0" 2" 1'
4" 2"
2" 2" 2"
EQ. EQ. EQ.
9' - 6"
GL-4
GL-4
GL-4
GL-4
GL-4
GL-3
GL-3
GL-3
GL-3
GL-3
GL-5
GL-5 GL-5
GL-5
GL-5 GL-5
GL-5
GL-5
GL-3 GL-3 GL-3
GL-3GL-3
GL-4 GL-4
GL-4 GL-4
GL-4
6" 1"
2"
INSULATED METAL PANEL (R-16 MIN)
GLASS MAT GYPSUM SHEATHING,
5/8", WITH FACTORY OR FLUID
APPLIED VAPOR/AIR BARRIER WITH
ALL JOINTS TAPED/SEALED
ALUMINUM WINDOW
BACKER ROD AND SEALANT BOTH
SIDES, TYP
6" STEEL STUD INFILLED WITH
FIBERGLASS BATT INSULATION (R-19 MIN)
SELF-ADHERING AIR/VAPOR BARRIER
WRAPPING STEEL HEADER AT WINDOW
FRAME ONTO WALL SHEATHING 12" MIN.
METAL BASE FLASHING PER METAL PANEL
MANUFACTURER
INSULATED METAL WALL PANEL (R-16 MIN.)
GLASS MAT GYPSUM SHEATHING, 5/8", WITH
FACTORY OR FLUID APPLIED VAPOR/AIR BARRIER
WITH ALL JOINTS TAPED/SEALED
GYPSUM BOARD, TYPE-X, 5/8"
6" STEEL STUD INFILLED WITH
FIBERGLASS BATT INSULATION (R-13 MIN)
ALUMINUM WINDOW
BACKER ROD AND SEALANT BOTH SIDES, TYP
SELF-ADHERING AIR/VAPOR BARRIER WRAPPING
STEEL JAMB AT WINDOW FRAME ONTO WALL
SHEATHING 12" MIN.
6"
1"
SOLID SURFACE WINDOW SILL
SELF-ADHERING AIR/VAPOR BARRIER
WRAPPING STEEL SILL FRAMING AT WINDOW
FRAME ONTO WALL SHEATHING 12" MIN.
SHIM AS REQ'D
BACKER ROD AND SEALANT
BOTH SIDES, TYP
ALUMINUM WINDOW
6" STEEL STUD FRAMING INFILLED WITH 3-1/2"
FIBERGLASS BATT INSULATION (R-13 MIN)
5/8" EXTERIOR GYPSUM SHEATHING
WITH FACTORY OR FLUID APPLIED
AIR/VAPOR BARRIER WITH ALL JOINTS
TAPED/SEALED
INSULATED METAL WALL PANEL (R-16 MIN)
1" 6"
M
IN
1/
4"
SILL TRIM
CONTINUOUS SEALANT, BOTH SIDES
STEEL STUD FRAMING @ 16" O.C.
PROVIDE PROPER ATTACHMENT PER
MANUFACTURER'S REQUIREMENTS
GYPSUM BOARD, TYPE-X, 5/8"
FIXED ALUMINUM WINDOW
2"
5 7/8"INSULATED METAL WALL PANEL
(R-16 MIN) (X1)
5/8" GLASS MAT GYPSUM
SHEATHING WITH FACTORY OR
FLUID APPLIED VAPOR/AIR BARRIER
WITH ALL JOINTS TAPED/SEALED
6" STEEL STUD INFILLED WITH
FIBERGLASS BATT INSULATION (R-19
MIN)
EXTRUDED ANODIZED ALUMINUM
SUNSHADE WITH AIRFOIL BLADES
(X4)
5/8" GLASS MAT GYPSUM
SHEATHING WITH FACTORY OR
FLUID APPLIED VAPOR/AIR BARRIER
WITH ALL JOINTS TAPED/SEALED
6" STEEL STUD INFILLED WITH
FIBERGLASS BATT INSULATION (R-19
MIN)
66W323-LC
66W323-LC
FIXED WINDOW WITH OBSCURE INSULATED GLAZING UNIT
HOPPER WINDOW WITH INSULATED GLAZING UNIT
INSULATED METAL WALL PANEL
(R-16 MIN) (X1)
SELF-ADHERING AIR/VAPOR BARRIER
WRAPPING STEEL SILL FRAMING AT WINDOW
FRAME ONTO WALL SHEATHING 12" MIN.
SHIM AS REQ'D
BACKER ROD AND SEALANT
BOTH SIDES, TYP
ALUMINUM WINDOW
6" STEEL STUD FRAMING INFILLED WITH 3-1/2"
FIBERGLASS BATT INSULATION (R-13 MIN)
5/8" EXTERIOR GYPSUM SHEATHING WITH
FACTORY OR FLUID APPLIED AIR/VAPOR
BARRIER WITH ALL JOINTS TAPED/SEALED
INSULATED METAL WALL PANEL (R-16 MIN)
1" 6"
M
IN
1/
4"
SILL TRIM
6"
1"
2"
INSULATED METAL PANEL (R-16 MIN)
GLASS MAT GYPSUM SHEATHING, 5/8", WITH
FACTORY OR FLUID APPLIED VAPOR/AIR
BARRIER WITH ALL JOINTS TAPED/SEALED
ALUMINUM WINDOW
PRESSURE TREATED WOOD BLOCKING
BACKER ROD AND SEALANT BOTH
SIDES, TYP
6" STEEL STUD INFILLED WITH 3-1/2"
FIBERGLASS BATT INSULATION (R-13 MIN)
SELF-ADHERING AIR/VAPOR BARRIER
WRAPPING STEEL HEADER AT WINDOW
FRAME ONTO WALL 12" MIN.
METAL BASE FLASHING PER METAL
PANEL MANUFACTURER
INSULATED METAL WALL PANEL
(R-16 MIN.)
GLASS MAT GYPSUM SHEATHING, 5/8", WITH
FACTORY OR FLUID APPLIED VAPOR/AIR
BARRIER WITH ALL JOINTS TAPED/SEALED
GYPSUM BOARD, TYPE-X, 5/8"
6" STEEL STUD INFILLED WITH
FIBERGLASS BATT INSULATION (R-13 MIN)
ALUMINUM WINDOW
BACKER ROD AND SEALANT BOTH
SIDES, TYP
SELF-ADHERING AIR/VAPOR BARRIER
WRAPPING STEEL JAMB AT WINDOW
FRAME ONTO WALL 12" MIN.
6"
1"
2-1/2" STEEL STUD FRAMING
PARTITION AS SCHEDULED
SOLID SURFACE WINDOW SILL
REV.
NO.
DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD
PROJECT
ID
AS CONST
REV
CD
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SUBMITTED BY:
APPROVED BY:
CHIEF, CIVIL DESIGN BRANCH
CHIEF, ENGINEERING CONSTRUCTION DIVISION
SCALE: EXCEPT AS NOTED
REVIEWED BY: APPROVED BY: ISSUED BY:
FOSSIL AND HYDRO ENGINEERING
CHICKAMAUGA PROJECT
TENNESSEE VALLEY AUTHORITY
JAMES R. WADDLE P.E.
VANESSA C. BATEMAN P.G., P.E
1 2 3 4 5 6 7 8
2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
US Army Corps of Engineers
Nashville District
REVIT 2015
LOCK REPLACEMENT
DATE
US Army Corps of Engineers
Louisville District
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
TASK COMPLETED BY: REV. NO.
CELRL
INITIAL ISSUE
R 0
R 0
F il e
N a m e
P lo t D a te
T im e
SCALE SHOWN TO ENSURE REPRODUCTION ACCURACY
0 1" 2"1/2"1"
As indicated
C U s e rs H E D D J E H D o c u m e n ts v A O P S H E D D J E H .r v t
P M
ARCHITECTURAL WINDOW SCHEDULE
ELEVATIONS & DETAILS
66W323-LC
J. HENRY
V. RAPP
C. MUDD
JUN/17
66W323-LC
A
A
OPERATIONS BUILDING
WINDOW SCHEDULE
MAR
K R.O.
TYPE
FIRE
RATING
FRAME GLAZING DETAILS SILL
HEIGHT COMMENTS:WIDTH HEIGHT MATERIAL FINISH TYPE THICKNESS HEAD JAMB SILL
A 9' - 6" 6' - 0" (2) FIXED OBSCURE GLAZING OVER (2) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 2 3 4 2' - 0" B 7' - 6" 6' - 0" (1) FIXED OBSCURE GLAZING OVER (2) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 2 3 4 2' - 0" C 3' - 4" 4' - 0" (1) FIXED OBSCURE GLAZING OVER (1) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 5 6 7 4' - 0" D 11' - 6" 7' - 6" (2) FIXED FIRE/SAFETY RATED OBSCURE GLAZING OVER (2) HOPPER FIRE/SAFETY RATED VISION GLAZING 45 MIN ALUM ANOD GL-3/GL-4 1" 2 3 4 2' - 0" E 7' - 6" 7' - 6" (2) FIXED OBSCURE GLAZING OVER (2) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 2 3 4 2' - 0" F 9' - 6" 7' - 6" (2) FIXED OBSCURE GLAZING OVER (2) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 2 3 4 2' - 0" G 5' - 9" 7' - 6" (2) FIXED OBSCURE GLAZING OVER (2) HOPPER VISION GLAZING ALUM ANOD GL-1/GL-2 1" 2 3 4 2' - 0"
H 11' - 6" 5' - 4" 3-BAY FIXED VISION GLAZING HM PNT GL-5 1/4" 8 8 8 3' - 8"
J 9' - 6" 7' - 6" (2) FIXED FIRE/SAFETY RATED OBSCURE GLAZING OVER (2) HOPPER FIRE/SAFETY RATED VISION GLAZING 45 MIN ALUM ANOD GL-3/GL-4 1" 2 3 4 2' - 0"
GENERAL NOTES - WINDOWS
1 REFER TO PLAN SHEETS FOR WINDOW LOCATIONS.
2 REFER TO ELEVATIONS FOR EXTERIOR FINISH SCHEDULE.
3 SEE SPEC SECTION 08 81 00 FOR GLAZING.
4 REFER TO STRUCTURAL DRAWINGS AND SPEC SECTION 08 51 14
FOR ATFP WINDOW ANCHORAGE REQUIREMENTS.
5 REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION
REGARDING LOUVERS.
1/4" = 1'-0"
WINDOW TYPES
1 1/2" = 1'-0"2 HEAD DETAIL
1 1/2" = 1'-0"3 JAMB DETAIL
1 1/2" = 1'-0"4 SILL DETAIL
1 1/2" = 1'-0"8 HEAD/JAMB/SILL DETAIL
1" = 1'-0"66W310-LC
1-5 WINDOW - SUNSHADE DETAIL
1 1/2" = 1'-0"7 SILL DETAIL
1 1/2" = 1'-0"5 HEAD DETAIL
1 1/2" = 1'-0"6 JAMB DETAIL
GLAZING TYPES
GL-1 INSULATED GLAZING UNIT (NON-FIRE RATED, VISION PANELS) WITH
1/2” ARGON FILLED AIRSPACE AND GLAZING AS FOLLOWS:
SILL HEIGHT ABOVE 30”: INNER LIGHT SHALL BE LAMINATED GLASS.
OUTER LIGHT SHALL ANNEALED GLASS WITH LOW-E COATING ON
INTERIOR SURFACE OF EXTERIOR PANE.
SILL HEIGHT BELOW 30”: INNER LIGHT SHALL BE LAMINATED GLASS.
OUTER LIGHT SHALL BE TEMPERED GLASS WITH LOW-E COATING ON
INTERIOR SURFACE OF EXTERIOR PANE.
GL-2 INSULATED GLAZING UNIT (NON-FIRE RATED, OBSCURE PANELS)
WITH 1/2” ARGON FILLED AIRSPACE AND GLAZING AS FOLLOWS:
SILL HEIGHT ABOVE 30”: INNER LIGHT SHALL BE LAMINATED GLASS
WITH MATTE FINISH ACID ETCH ON THE OUTSIDE SURFACE OF
INTERIOR PANE. OUTER LIGHT SHALL ANNEALED GLASS WITH
LOW-E COATING ON INTERIOR SURFACE OF EXTERIOR PANE.
SILL HEIGHT BELOW 30”: INNER LIGHT SHALL BE LAMINATED GLASS
WITH MATTE FINISH ACID ETCH ON OUTSIDE SURFACE OF INTERIOR
PANE. OUTER LIGHT SHALL BE TEMPERED WITH LOW-E COATING ON
INTERIOR SURFACE OF PANE.
GL-3 INSULATED GLAZING UNIT (45 MIN FIRE RATED, VISION PANELS)
WITH 1/2” ARGON FILLED AIRSPACE AND GLAZING AS FOLLOWS:
INNER LIGHT SHALL BE LAMINATED GLASS. OUTER LIGHT SHALL BE
FIRE/SAFETY GLASS WITH LOW-E COATING ON INTERIOR SURFACE
OF EXTERIOR PANE.
GL-4 INSULATED GLAZING UNIT (45 MIN FIRE RATED, OBSCURE PANELS)
WITH 1/2” ARGON FILLED AIRSPACE AND GLAZING AS FOLLOWS:
INNER LIGHT SHALL BE LAMINATED GLASS WITH MATTE FINISH ACID
ETCH ON THE OUTSIDE SURFACE OF INTERIOR PANE. OUTER LIGHT
SHALL BE FIRE/SAFETY GLASS WITH LOW-E COATING ON INTERIOR
SURFACE OF EXTERIOR PANE.
GL-5 ¼" CLEAR GLASS
| 02-L471-29^1.12 |
| 02-L471-29^3.9 |
| 02-L471-29^23.9 |
| 02-L471-29^24.4 |
| 15N206 R3 |
| 15N207 R3 |
| 61W20-2-LC |
| 61W20-3-LC |
| 61W510-73-LC |
| 61W510-74-LC |
| 61W510-75-LC |
| 61W510-78-LC |
| 61W510-79-LC |
| 61W510-82-LC |
| 61W510-104-LC |
| 61W510-108-LC |
| 61W510-121-LC |
| 61W510-261-LC |
| 61W510-278-LC |
| 61W510-292-LC |
| 61W520-71A-LC |
| 64W516-LC |
| 65W240-LC |
| 65W420-LC |
| 65W538-LC |
| 65W545B-LC |
| 65W553-LC |
| 65W554-LC |
| 65W555-LC |
| 65W557-LC |
| 65W765-1 R3 |
| 65W810-LC |
| 65W811-LC |
| 65W812-LC |
| 65W823C-LC |
| 65W823D-LC |
| 65W864-LC |
| 66W323-LC |
| Sheets |
| 66W323-LC - ARCHITECTURAL WINDOW SCHEDULE ELEVATIONS & DETAILS |
| 68W505-9-LC |
| 68W505-10-LC |
| 68W505-11-LC |
| 68W505-12-LC |
| 68W505-13-LC |
| 68W505-14-LC |
| 68W505-15-LC |
| 68W505-16-LC |
| 68W505-20-LC |
File details come from the government source that posted it. Updated .