Plans Amendment 0004.pdf
PDF 10 MB Posted
- Attached to
- MNA - Navlock Power & Controls Upgrade Federal contract opportunity
- Solicitation number
- W912EF23B0011
About this file
This document provides details for a construction contract solicitation to upgrade the electrical power and control systems at McNary Navigation Lock and Dam. The solicitation number is W912EF23B0011 and seeks a firm-fixed-price construction contract between $10-25 million to replace feeders, transformers, switchgear, motor control centers, and control systems for the navigation lock miter gates, drainage and fill valves, and bascule bridge. The project also involves installing new CCTV systems, fiber optic networks, shelters, and other infrastructure with a required completion date of June 18, 2025. A 20% bid bond or $3 million bond is required along with 100% performance and payment bonds, and the North American Industry Classification System code is 238210 with a small business size standard of $16.5 million. The solicitation is expected to be posted on beta.sam.gov in mid-late April 2023 and administered by the Department of the Army Corps of Engineers Walla Walla District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Tech Specs Amendment 0004.pdf | ||
| W912EF23B0011 A0004.pdf | ||
| TECHSPECS 23B0011 Amendment 0003.pdf | ||
| W912EF23B0011 A0003.pdf | ||
| TECHSPECS Amendment 0002.pdf | ||
| B.08.03 W912EF23B0011 A0002.pdf | ||
| Plans Amendment 002.pdf | ||
| W912EF23B0011 A00001.pdf | ||
| 23B0011_Plans 1-80.pdf | ||
| 23B0011_Plans 81-173.pdf | ||
| Resource Plans Pages 201-220.pdf | ||
| Resource Plans Pages 74-99.pdf | ||
| Resource Plans Pages 26-47.pdf | ||
| Plans Pages 11-21.pdf | ||
| Resource Plans Pages 231-45.pdf | ||
| Plans PAges 1-10.pdf | ||
| Resource Plans Pages 221-230.pdf | ||
| Resource Plans Pages 131-160.pdf | ||
| Resource Plans Pages 1-25.pdf | ||
| Plans Pages 34-45.pdf | ||
| Plans Pages 22-33.pdf | ||
| TECHSPEC McN Power Controls.pdf | ||
| Resource Plans Pages 100-30.pdf | ||
| Resource Plans Pages 48-73.pdf | ||
| B.08.03 W912EF23B0011.pdf | ||
| Resource Plans Pages 161-200.pdf |
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Text version
EL. 339.00EL. 338.43
EL. 336.40
EL. 338.67
EL. 290.83
EL. 298.42
EL. 328.00
EL. 306.00
EL. 338.43
EL. 339.00
EL. 340.00
EL. 309.50
EL. 329.00
TAINTER VALVE SHAFT
VALVE MACHINERY ROOM
MACHINERY PIT
CABLE FENDER
EL. 334.67
MDN-2-6-4L6/3 DETAIL E24, F24
SEE RESOURCE DRAWINGS:
TO G2, V2.
TO G2, V2 AND POWER PANEL CH
REMOVED ARE: LOCK STAND S1
CONTINUATION. CABLES TO BE
SEE SHEET ED123 FOR
TO D/S CROSSOVER GALLERY
CABLES FROM CONDUIT SHAFT
REMOVE ALL 480V AND CONTROL
A1
ELECTRICAL DEMOLITION: MONOLITHS 38,36,34
SCALE: 3/16" = 1'
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S U
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E R
AND REMAINGS
EXISTING CABLE TRAY IS NEW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
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B Y
C H
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D B
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D R
A W
N B
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D E
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D B
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®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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R S
8'0 4' 16'
LEGEND
GENERAL NOTES
ED101
REF
NORTH
PLAN
CABLE TRAY IN MONOLITH 38, 36, 34 IS NEW AND REMAINS.4.
CONDUITS RELATED TO G2 AND V2 SCOPE OF WORK.
EMEBEDDED CONDUITS IN PLACE, AND REPLACE ALL SURFACE MOUNTED
REMOVE ALL CABLING IN EMBEDDED CONDUITS AS REQUIRED, ABANDON 3.
ADDITIONAL INFORMATION ON EXISTING CABLE, CONDUITS, AND EQUIPMENT.
6-4L6/3, MDN-2-6-4L6/5, MDN-2-6-4L6/6, MDN-2-6-5L3/1, AND MDN-2-6-7L16/6 FOR
REFERENCE DRAWINGS MDN-2-6-0L6/1, MDN-2-6-0L6/2, MDN-2-6-0L6/3, MDN-2-
REMOVE ALL POWER AND CONTROL CABLING RELATED TO G2 AND V2, SEE 2.
PROCEDURES. SEE SPECIFICATIONS FOR MORE INFORMATION.
REMOVE CABLE TRAY SECTIONS USING PROPER ASBESTOS ABATEMENT 1.
CH-q1-T4
CH-q1-T2
CH-q6.4
S1-c1-V2
CH-q1-v2
CH-q6.3
MOTOR
TAINTER VALVE #2
480 V RECEPTACLE
IN VALVE MACHINERY ROOM
CONDUITS STUB UP
CH-q1-G2
480 V RECEPTACLE
TRAY
EXISTING CABLE
SLOT ON CEILING
LADDER TRAY THROUGH
EL. 338.43' ON EXISTING
ROUTE CABLES UP TO
EMBEDDED IN CONCRETE
ELECTRICAL EQUIPMENT TO BE DEMOLISHED
EXISTING ELECTRICAL EQUIPMENT TO REMAIN
EL. 339.00
EL. 336.00
EL. 329.00 TAINTER VALVE SHAFT
CONDUIT
EL. 336.00
.0
343.20
348.00
EL. 336.00
ELEVATOR
EL. 336.00
EL. 337.00
A1
SCALE: 1/8" = 1'
MCNARY NAVIGATION LOCK CONTROL HOUSE BASEMENT PLAN VIEW
SJ3.1-j1-TQ1 SJ9.1-j1-TQ2
SEE GENERAL NOTE 4
TO LOCK STAND 2
CR9
LSQ1-q1-LCQ4
J-BOX FOR LCQ3-q1
LCQ3-q1-ZQ16
LCQ3-q1-ZQ17
480V RECEPTACLE
T9
T5 CR8
CR7 T7
(EXISTING)
TAINTER VALVE PUMP MOTOR 3
V3 (RIO3)
U/S TAINTER VALVE #3,
PLC CONTROL PANEL
DRIVE MOTOR
EXISTING 480V RECEPTACLE
LCQ3.1-q5 TO FENCE LIGHTS
LCQ3-q1 TO CONEX
LCQ3.1-q6 TO POLE LIGHTS LCQ3.1-q4 TO GATE
CABLES
120/240 V
EXISTING
7 8
5 6
TO GND LOOP (TYP.)
TO XFMR (TYP.)
SHAFT
ELEVATOR
SIDEWALK
ABANDONED
TQ1-LSQ1 FEEDER TQ2-LSQ1 FEEDER
LCQ3-q1-LCQ4
LCQ3-q1-G3
LSQ1-q1-LCQ5
LCQ3-q1-V3
T11
TQ22
LSQ1-q1-LCQ5
CABLE TRENCH ON DECK
ENLARGE EXISTING
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S U
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GATE 3, G3 (RIO7)
PLC CONTROL PANEL
SJ9.1-j2-TQ2SJ3.1-j1-TQ1
NORTH
DEMOLISH
EXISTING VAVLE PANEL
SEE NOTE 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
R S
0 8'4' 16'E-101
REF
LQ1
INSTALLATION PLAN.
(3) EXISTING CABLES THAT MAY STILL BE IN USE AS PART OF PHASED
IN VERTICAL STACK OF TRAYS. (SEE E-302, E-303)
(2) TRAY CONNECTIONS, SOME TRAYS MAY NOT BE UTILIZABLE DUE TO POSITION
(1) EXISTING CABLES NOT PART OF THIS PROJECT SCOPE.
303. THIS TABLE DOES NOT CONSIDER:
ROUTING. THE PROPOSED CABLE TRAY ARRANGEMENT IS SHOWN ON E-302, E-
THIS TABLE ESTIMATES THE MINIMUM CABLE TRAY SPACE REQUIRED FOR CABLE
WEIGHT AND DIAMETER BASED ON HW222 EPR INSULATION.
WEIGHT AND DIAMETER BASED ON HW172 XLP XHHW-2. MEDIUM VOLTAGE
GROUND ARRANGED IN SINGLE LAYER PER NFPA 70, 392.22(A). CABLE
FEEDER CABLE TRAY LOADING IS BASED ON MULTICONDUCTOR CABLE WITH 8.
SEISMIC RESTRAINT OF MECHANICAL AND ELECTRICAL EQUIPMENT.
ON WHICH IT IS MOUNTED PER NEC 110.13(A). REFER TO 13 48 00.00 28 FOR
ALL ELECTRICAL EQUIPMENT SHALL BE FIRMLY SECURED TO THE SURFACE 7.
MDN-2-6-7L6, MDN-2-6-7L7/1, MDN-2-6-7L7/2.
AT GATE 3, VALVE 3 AND OPERATOR CONTROL BUILDING. SEE RE DRAWINGS
MINIMUM 3 LOCATIONS ON EXISTING 500 KCMIL CONTINUOUS GROUND CABLE
MONOLITH 6 SHOWN ON MDN-2-6-7L6. CONNECT NEW GROUND CABLE AT
GROUND INSTALL 500 KCMIL GROUND CABLE TO EL. 266.33 GROUND STUB IN
REFER TO E-612 FOR CONNECTION TO EXISTING GROUND GRID. FOR HRG 6.
INGRESS POINTS INTO GATE MACHINERY ROOM.
SLOT EXISTING DOOR FRAME AS NECESSARY TO PROVIDE CONDUIT 5.
CONDUCTOR ON GALLERY WALL TO EXOTHERMIC WELD.
05 36.00 26. BOND CABLE TRAY TO EXISTING 500 KCMIL MAIN GROUNDING
CABLE TRAYS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 26 4.
INDICATED IN RESPECTIVE SCHEDULES ON SHEET E-610.
FEEDER CABLES. REPLACE CONDUIT TAG WITH ASSOCIATED NAME
REUSE EXISTING CONDUIT EMBEDDED IN CONCRETE FOR LCQ5 MAIN AND TIE 3.
EXPANSION/DEFLECTION COUPLINGS AS NEEDED.
STRUCTURES, EQUIPMENT, AND SUPPORTS. INSTALL
CONTRACTOR SHALL FIELD VERIFY ROUTING OF CONDUIT AROUND EXISTING 2.
BUT NOT TO EXCEED 300 FEET IN DISTANCE AND 270 DEGREES IN BENDS.
FURNISH AND INSTALL PULL BOXES AS PER NFPA 70 (NEC) REQUIREMENTS 1.
GENERAL NOTES
SEE SHEET E-112
S E
E S
H E
E T
E -1
S E
E S
H E
E T
E -1
LCQ3
DOWN
SHAFT
CABLE
DN
UP
UP
MACHINE ROOM
TAINTER VALVE 3
MACHINE ROOM
MITER GATE 3
HVAC EQUIPMENT NOT SHOWN
UPSTREAM GATE
(E2) SECTION (E3) SECTION (E5) SECTION (E6) SECTION (E1) SECTION
2 TRAYS TOTAL
MIN TOTAL LOAD LBS/FT: 18
MIN WIDTH RQD. 16"
1 TRAY
LSQ1-q1-LCQ3
CABLE LOAD: 7 LB/FT
1 TRAY
LCQ3-q1-LCQ4
LCQ3-q1-ZQ17
LCQ3-q1-ZQ16
LCQ3-q1-LQ1
LCQ3-q1-V3
LCQ3-q1-G3
LCQ3-q1
LCQ3.1-q1-ZQ15
LCQ3.1-q1-TQ22
LCQ3.1-q1-T9
LCQ3.1-q1-T11
LCQ3.1-q6
LCQ3.1-q5
LCQ3.1-q4
LCQ3.1-q3
LCQ3.1-q1
LCQ3.1-q1-T7
LCQ3.1-q1-T5
2 TRAY TOTAL
CABLE LOAD: 3 LB/FT
1 TRAY
LSQ1-q1-LCQ5
LCQ3-q1-G3
LCQ3.1-q1-TQ22
LCQ3.1-q1-ZQ15
LCQ3.1-q1
CABLE LOAD: 5 LB/FT
1 TRAY
CONTROLS, COMMS
4 TRAYS TOTAL
MIN TOTAL LOAD LBS/FT: 80
MIN WIDTH RQD. 28"
3 TRAYS
LSQ1-q1-LCQ1
LSQ1-q1-LCQ2
CABLE LOAD: 5 LB/FT
1 TRAY (EXISTING TB3)
CONTROLS, COMMS
5 TRAYS TOTAL
MIN TOTAL LOAD LBS/FT: 31
MIN WIDTH RQD. 14"
1 TRAY
LSQ1-q1-LCQ6
LSQ1-q1-LCQ5
LSQ1-q1-LCQ3
LSQ1-q1-LCQ2
MIN TOTAL LOAD LBS/FT: 86
MIN WIDTH RQD. 32"
2 TRAYS
LSQ1-q1-LCQ1
LSQ1-q1-LCQ4
CABLE LOAD: 2 LB/FT
1 TRAY
LCQ3-q1
LCQ3.1-q6
LCQ3.1-q5
LCQ3.1-q4
CABLE LOAD: 5 LB/FT
1 TRAY
CONTROLS, COMMS
4 TRAYS TOTAL
MIN TOTAL LOAD LBS/FT: 38
MIN WIDTH RQD. 17"
2 TRAYS
LSQ1-q1-LCQ3
LSQ1-q1-LCQ4
LSQ1-q1-LCQ5
CABLE LOAD: 3 LB/FT
1 TRAY
LCQ3-q1-V3
LCQ3-q1
LCQ3.1-q1-T9
LCQ3.1-q6
LCQ3.1-q5
LCQ3.1-q4
LCQ3.1-q1-T7
LCQ3.1-q1-T5
CABLE LOAD: 5 LB/FT
1 TRAY
CONTROLS, COMMS
16. CCTV EQUIPMENT RACK LOCK VIDEO MONITORING.
INSTALLATION OF NEW CABLE TRAY.
15. RELOCATE TWO EXISTING ELECTRICAL BOXES UP 24" ON WALL TO ALLOW
14. REPLACE T7 WITH A 37.5 KVA 480/240/120 SINGLE PHASE TRANSFORMER
DESIGN REFERENCE RESOURCE DRAWING MDN-2-6-7L16/2.
13. CONTRACTOR TO PROVIDE EXPANSION COUPLING SIMILAR TO ORIGINAL
SEE RESOURCE DRAWING MDN-9-7-9/1 FOR EXISTING 8" CONDUITS.
CONSOLE VIA A NEW 8-INCH PVC CONDUIT. SEE A-406 FOR TRENCHING DETAILS.
BRIDGE POWER AND CONTROL CABLES TO BE ROUTED TO THE CONTROL
THREE (3) 8-INCH PVC CONDUITS FROM GALLERY TO LOCKSTAND. BASCULE
ADDITIONAL 8-INCH AND ENLARGE EXISTING CABLE TRENCH IN DECK FOR
CORE DRILL NEXT TO THE EXISTING 8-INCH PVC CONDUITS TO ADD ONE (1) 12.
(U-BENDS). PROVIDED WORKING SPACE PER NFPA 70.
RELOCATE THREE WATER PIPES DIRECTLY ABOVE LCQ3 MCC FOOTPRINT ADD 11.
MINIMUM ELECTRICAL WORKING SPACE9.
IN BASEMENT AND CAP CONDUIT.
TO SWITCHGEAR SJ9.1 LOCATED IN POWER HOUSE. SPARE UG CONDUIT ENDS
FURNISH AND INSTALL CABLE FEEDER SJ9.1-j2-TQ2 IN 4"C. ROUTE CABLE BACK 8.
IN BASEMENT AND CAP CONDUIT.
TO SWITCHGEAR SJ3.1 LOCATED IN POWER HOUSE. SPARE UG CONDUIT ENDS
FURNISH AND INSTALL CABLE FEEDER SJ3.1-j1-TQ1 IN 4"C. ROUTE CABLE BACK 7.
MANUFACTURERS RECOMMENDATION.
CONNECT TQ2 SECONDARY NEUTRAL TO HRG AND SIZE BASED ON
HIGH RESISTANCE GROUNDING (HRG) SYSTEM - LOW VOLTAGE (480V).
MONITORING IN ACCORDANCE WITH SPECIFICATION SECTION 26 26 15.00 28
FURNISH AND INSTALL HIGH RESISTANCE GROUNDING WITH GROUND 6.
MANUFACTURERS RECOMMENDATION.
CONNECT TQ1 SECONDARY NEUTRAL TO HRG AND SIZE BASED ON
HIGH RESISTANCE GROUNDING (HRG) SYSTEM - LOW VOLTAGE (480V).
MONITORING IN ACCORDANCE WITH SPECIFICATION SECTION 26 23 15.00 28
FURNISH AND INSTALL HIGH RESISTANCE GROUNDING WITH GROUND 5.
SHEET E-603, E-211, AND SPECIFICATIONS FOR ADDITIONAL DETAILS.
APPROXIMATE LOCATION FOR LCQ3 TYPE II, TYPE B-T WIRING MCC. REFER TO 4.
EQUIPMENT.
CONDUIT ROUTING IN THE FIELD TO PREVENT INTERFERENCE WITH OTHER
CONTINUE TO BE INSTALLED SWITCHBOARD. CAREFULLY COORDINATE
SPARE. CONDUITS TURN UPWARD, PENETRATE THROUGH CH BUILDING FLOOR
FURNISH AND INSTALL CABLE FEEDER TQ2-q2-LSQ1 EACH IN 2-6"C + (1) 6"C 3.
EQUIPMENT.
CONDUIT ROUTING IN THE FIELD TO PREVENT INTERFERENCE WITH OTHER
CONTINUE TO BE INSTALLED SWITCHBOARD. CAREFULLY COORDINATE
SPARE. CONDUITS TURN UPWARD, PENETRATE THROUGH CH BUILDING FLOOR
FURNISH AND INSTALL CABLE FEEDER TQ1-q1-LSQ1 EACH IN 2-6"C + (1) 6"C 2.
SWITCHBOARDS. REFER TO E-301 FOR DUCT BANK DETAILS.
GRADE TO CONTINUE ROUTING OF TRANSFORMER 480V SECONDARY TO NEW
CORE DRILL TO PROVIDE PENETRATION APPROXIMATELY 30" BELOW FINISH 1.
FEEDER WEIGHT AND TRAY WIDTH CALCULATION
E-211
A1
NEW
EXISTING
IMBEDDED CONDUITS
EXISTING 3 OR MORE
2 TRAYS TOTAL
MIN TOTAL LOAD LBS/FT: 90
MIN WIDTH RQD. 6"
1 TRAYS
LSQ1-q1-LCQ3
CABLE LOAD: 7 LB/FT
1 TRAY
LCQ3-q1-LCQ4
LCQ3-q1-ZQ17
LCQ3-q1-ZQ16
LCQ3-q1-LQ1
LCQ3-q1-V3
LCQ3-q1-G3
LCQ3-q1
LCQ3.1-q1-ZQ15
LCQ3.1-q1-TQ22
LCQ3.1-q1-T9
LCQ3.1-q1-T11
LCQ3.1-q6
LCQ3.1-q5
LCQ3.1-q4
LCQ3.1-q3
LCQ3.1-q1
LCQ3.1-q1-T7
LCQ3.1-q1-T5
(E4) SECTION
MONOLITH 13
MONOLITH 11
MONOLITH 9
MONOLITH 7
E-113
E2
E-113
E3
E-113
E6
E-113
E1
E-302
A1
E-113
E5
E-113
E4
HRG HRG
SHEET KEYNOTES
LEGEND
MINIMUM REQUIRED CABLE TRAY SPACE NOTES ABOUT THIS TABLE
ELECTRICAL ROOM
EL. 334.00
EL. 328.00
EL. 334.67
EL. 328.00
EL. 301.33
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S U
M M
E
NORTH
MDD-2-6-3D1/1 DAM SERVICE GALLERY
STATON 72 58.88 MATCH RESOURCE DRAWINGS
(EL. 342')
EXISTING PULL BOX
(EL. 342 PLATFORM)
LCQ6-q1-TLC
E-212, E-604.
FOR LCQ6 MCC.
APPROXIMATE LOCATION
LEAF MOTOR C
BRAKE C
MOTOR
BRAKE D
MOTOR
LEAF MOTOR D
BBS(RIO10)
BASCULE BRIDGE SOUTH,
PLC CONTROL PANEL
TAIL LIFT C MOTOR
SHAFT BRAKE C
LCQ6-q1.2-BRKC
LCQ6-q1.1-BRKC
LCQ6-q1-LMC
LCQ6-q1.2-BRKD
LCQ6-q1.1-BRKD
LCQ6-q1-LMD
SHAFT BRAKE D
LIMIT SWITCH
MDN-2-6-7L16/14
RESOURCE DRG.
SEE SHEET E-123
EL 321.33'
CONDUIT GALLERY
STUBBED OUT IN
LCQ6-q1-TLD
)ROMERLY BB-q5-B2 / CH-r2-B2SPARE (F
)BB-q4-B2 / CH-q7-B2SPARE (FORMERLY
ORMERLY BB-q2-B2 / CH-r1-B2)LCQ5-q1LCQ6 ( F
)BB-q1-B2 / CH-c8-B2LSQ1-q1-LCQ6 (FORMERLY
LIMIT SWITCH
FOR TAIL LOCK MOTOR D
RECEPTACLE
FOR TAIL LIFT MOTOR C
RECEPTACLE
RECEPTACLES
LEAF D
TAIL LIFT C MOTOR BRAKE
TAIL LIFT MOTOR D BRAKE
TAIL LIFT MOTOR D
LEAF C RECEPTACLES
SPACE (TYPICAL)
MINIMUM WORKING
CABLE TRAY)
(NON OVERFLOW GALLERY
LCQ6-q1-SGB
SJ3.9-j1-TQ2
SJ3.1-j1-TQ1
NEW FEEDERS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 4' 8'2'
LEGEND
ELECRRICAL EQUIPMENT.
REFER TO 13 48 00.00 28 FOR SEISMIC RESTRAIN FOR MECHANICAL AND
SECURED TO THE SURFACE ON WHICH IT IS MOUNTED PER NEC 110.13(A).
MOUNTING PROVISIONS FOR ALL ELECTICAL EQUIPMENT SHALL BE FIRMLY 3.
MOVE EQUIPMENT IN AND OUT OF BRIDGE PIT.
CONTRACTOR SHALL USE HATCH DIRECTLYABOVE TAIL LIFT PLATFORM "D" TO 2.
LCQ6 SCHEDULE ON SHEET E-111.
WALLS. REPLACE CONDUIT TAGS WITH ASSOCIATED NAME INDICATED IN
REUSE EXISTING CONDUIT EMBEDDED IN CONCRETE AND MOUNTED ON 1.
GENERAL NOTES
A1
1/4"=1'-0"SCALE:
PLAN: BASCULE BRIDGE ELECTRICAL INSTALLATION (SOUTH LEAF)
IN CONCRETE
EMBEDDEDNEW ITEMS
EXISTING ITEMS
E-101
REF
E-212
A11
EL. 338.40
EL. 339.43
EL. 339.23
EL. 334.00
EL. 334.67
EL. 328.00
EL. 301.33
EL. 292.00
LCQ4-q1.3
LCQ4-c1-G4
LCQ4-q1-G4
LCQ4-q1-D2 (SEE NOTE 5)
G4(RIO8)
U/S MITER GATE 4,
PLC CONTROL PANEL
CORE DRILL
MINIMUM WORKING SPACE
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/1 /2
M N a
\M
N a E
-1 X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
Q
C A
B L
E R
O U
T
IN
G M
O N
O L
IT
H
S
P L
A N
E
L
E-119
M
F L
A N
A G
A N
S
S C
H E
IF
F
/2
R R
E C
T E
D C
A B
L E
I D
E N
T
IF
IE
D
N -1
-6 -1
S U
M M
E
SEE E-116 FOR NEW FEEDER
UNTIL CRANE IS REPLACED.
LSQ4-q1-D2, USE EXISTING FEEDER
EXISTING POWER TO DERRICK CRANE
NORTH
LCQ4-q1-G4
RECEPTACLE
EXISTING 480 V
LCQ4-c1-G4
LCQ4-q1.3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 4' 8'2'
LEGEND
EXISTING CONDUCTORS AS REQUIRED.
BETWEEN DISCONNECT AND CRANE, SEE E-116. PROVIDE POWER USING
DERRICK CRANE TO BE REPLACED. FEEDER TO BE REPLACED BY OTHERS 5.
ELECTRICAL EQUIPMENT.
REFER TO 13 48 00.00 28 FOR SEISMIC RESTRAIN FOR MECHANICAL AND
SECURED TO THE SURFACE ON WHICH IT IS MOUNTED PER NEC 110.13(A).
MOUNTING PROVISIONS FOR ALL ELECTRICAL EQUIPMENT SHALL BE FIRMLY 4.
INGRESS POINTS INTO DERRICK CRANE PIT.
SLOT EXISTING DOOR FRAME AS NECESSARY TO PROVIDE CONDUIT 3.
REPLACEMENT.
VERIFY DERRICK CRANE DETAILS WITH AS-BUILTS FROM DERRICK CRANE 2.
CORE DRILL THROUGH CONCRETE WALLS IN LOCATIONS INDICATED.1.
GENERAL NOTES
A1
SCALE: 1/4" = 1'
ELECTRICAL INSTALL: MONOLITHS 4,6,8
E-101
REF
EMBEDDED IN CONCRETE
NEW ELECTRICAL EQUIPMENT
EXISTING ELECTRICAL EQUIPMENT
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/1 /2
M N a
\M
N a E
-1
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
O S
S O
V E
R G
A L
L E
R
IE
S
C A
B L
E T
R A
Y S
I N
S T
A L
L
E-123
M
F L
A N
A G
A N
S
S C
H E
IF
F
/2
M O
V E
D L
E A
D E
R N
O
D
N -1
-6 -1
S U
M M
E
TRAY REPLAEMENT
NOTE 4
TRAY REPLACEMENT
NOTE 4
TRAY REPLACEMENT
NOTE 4
TRAY REPLAEMENT
NOTE 5
NORTH
A1
SCALE: 3/32"=1'-0"
UPSTREAM CROSSOVER GALLERY CABLE TRAY INSTALL
8' 0" 16' 0" 32' 0"0
NORTH
A13
SCALE: 3/32"=1'-0"
DOWNSTREAM CROSSOVER GALLERY CABLE TRAY INSTALL
8' 0" 16' 0" 32' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
D R
A
IN
A G
E A
N D G
R O
U T
IN
G G
A L L E
R Y
E L E
V .2
.0
PUMP ROOM ELEV.241.00
DRAINAGE AND GROUTING GALLERY
ELEV. 263.00
S E
R V
IC
E
G A
L L
E R
Y
E L
E V
.0
SERVICE GALLERY
ELEV. 261.33
DRAINAGE AND ROUTING GALLERY
ELEV. 261.33
ELEV.265.66
ELEVATOR
CONDUIT SHAFT
RECEPTACLE
U/S SUMP BACKUP
ZQ-17
RECEPTACLE
U/S SUMP BACKUP
ZQ-16
RECEPTACLE
U/S SUMP BACKUP
ZQ-16.1
FED FROM ZQ-16.1
TQ-16
LCQ5-LCQ6 TIE FEEDERS
LCQ3-LCQ4 TIE FEEDERS
LCQ4 MAIN FEEDERS
CONDUIT GALLERY
EL. 321.33'
CONDUIT SHAFT
ELEVATOR
LCQ5-LCQ6 TIE FEEDERS
LCQ3-LCQ4 TIE FEEDERS
LCQ4 MAIN FEEDERS
SEE SHEET E-118
TO LCQ6 IN SOUTH BRIDGE PIT
CONT'D FROM DETAIL A1
CROSS TUNNEL UNDER LOCK AT EL. 216.00
CONDUIT SHAFT
E-101
REF
E-101
REF
SECTIONS TD1, TD2 ARE NOTE SHOWN ON THIS DRAWING.
DEMOLISH AND REPLACE EXISTING ASBESTOS TRAYS TE1, TE2, TD1, TD2.
REFERENCE RESOURCE DRAWING MDN-2-6-7L16/5 CONTRACTOR TO 6.
DRAWING MDN-2-6-7L16/14.
NEW TRAY IN POSITIONS TF2, TF3 AND TG2. TG3 AS SHOWN ON RESOURCE
CONTRATOR TO DEMOLISH EXISTING ASBESTOS TRAYS AND REPLACE WITH
NEW 6"X18" ALUMINUM TRAY WHICH DOES NOT REQUIRE REPLACEMENT.
REFERENCE RESOURCE DRAWING MDN-2-6-7L16/14. TOP TRAY TF1, TG1 ARE 5.
DRAINAGE/CULVERT PUMP REPLACEMENT AS-BUILTS.
VERIFY UPSTREAM AND DOWNSTREAM PUMP ROOM DETAILS WITH 4.
THIS CONNECTION USING AN EXOTHERMIC WELDING PROCESS.
REMOVE BOLTED CONNECTIONS ON GROUNDING GRID CONNECTION. REPAIR 3.
05 36.00 26.
CABLE TRAYS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 26 2.
ALSO PROPOSE MODIFICATIONS TO EXISITNG SUPPORT ARMS.
PROVIDE NEW SUPPORT ARMS FOR 24" TRAY WIDTH. CONTRACTOR MAY
INSTALL NEW 6" X24" CABLE TRAYS ALL LOCATOINS. CONTRACTOR SHALL 1.
GENERAL NOTES
SEE NOTE 2
LCQ3-q1-ZQ17
LCQ3-q1-ZQ16
500 MCM MAIN GROUNDING CABLE USING EXOTHERMIC WELDING.
CONNECT CABLE TRAY TO NEAREST AVAILABLE LOCATION ON
SEE SHEET E-113 FOR CONTINUATION
TO CONTROL BUILDING BASEMENT
LCQ4-q6-P2
LCQ4-q5-P2
LCQ4-q4-P2
LCQ4-q3-P2
LCQ4-q2-P2
LCQ4-q1-P2
USING EXOTHERMIC WELDING.
LOCATION ON 500 MCM MAIN GROUNDING CABLE
CONNECT CABLE TRAY TO NEAREST AVAILABLE
E-116 FOR DETAILS
BUILDING. SEE SHEET
ON EL. 348' IN STAIRWAY
CABLES RUN TO LCQ4
FOR CONTINUATION
SEE SHEET E-114
TO L/S GALLERY
EXOTHERMIC WELDING.
GROUNDING CABLE USING
AVAILABLE LOCATION ON 500 MCM MAIN
CONNECT CABLE TRAY TO NEAREST
(SEE NOTE 3 REGARDING D/S PUMP RM)
TO D/S PUMP RM AND STAIRWAY BUILDING
CONDUITS RUN UP CABLE SHAFT
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/1 /2
M N a
\M
N a E
-1
X
X X
.d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/1 /2
M N a
\M
N a E
-1
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
A N
D A
N C
IL
L
A R
Y
S
Y S
T E
M S
L O
C K
S T
A N
D E
L E
C T
R
IC
A L
IN
S
T A
L L
A T
IO
N
E-126
M F
L A
N A
G A
N
S
S C
H E
IF
F
/2
C U
IR
T
Y P
A N
E L
S
S
C C
T V
E T
H E
R N
E T
S W
IT
H
D
N -1
-6 -1
/4
S U
M M
E
DOWNSTREAM CONTROL STAND (S1)
SCALE: NTS
G1
UPSTREAM LOCK STAND (S2) FIRST FLOOR
G8
UPSTREAM LOCK STAND (S2) SECOND FLOOR
A8
3 3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EXISTING ITEMS
NEW ITEMS
SHEET KEYNOTES
COMPATIBLE WITH DOOR STRIKE.
INTEGRATED REQUEST TO EXIT, HINGE WIRING, REMOVABLE MULLION
DOOR HARDWARE MUST INCLUDE PUSH BAR OR DOOR HANDLE WITH 6.
CONTROL PANEL POWER.
DEDICATED CIRCUITS FOR LIGHTING, WALL OUTLETS, 240V HEAT PUMP, AND
SPACES. PROVIDE NEMA 1 ENCLOSURE. CONTRACTOR TO PROVIDE
POLE SUB PANEL CRS2.1 WITH MINIMUM OF 10 SINGLE POLE BREAKER
SINGLE POLE CIRCUIT BREAKER SPACES. FOR LOCKSTAND S2 PROVIDE 10
POWER DISTRIBUTION PANEL CRS1 AND CRS2 125A MAIN LUGS, MIN 30 5.
SHALL BE PROVIDED TO CONTRACTOR AFTER AWARD.
MODULE, PWK51IN 16 ALARM INPUT MODULE. ADDITIONAL INFORMATION
TYPICAL EQUIPMENT INCLUDES HONEYWELL PWK5RL2 INTELLIGENT
DOOR CONTROLLER BE COMPATIBLE WITH EXISTING SITE SECURITY SYSTEM.
BATTERY BACKUP. MOUNT CCTV ETHERNET SWITCH IN SECURITY PANEL.
CONTROLLER, PANEL WITH DOOR TAMPER SWITCH, POWER SUPPLY AND
FOR LOCKSTANDS (S1,S2) PROVIDE SECURITY PANEL WITH DOOR 4.
INSTALL BALANCED MAGNETIC SWITCH (BMS) USE EXISTING CABLES.3.
CABLES.
INSTALL GLASS BREAK SENSOR ACOUSTIC CEILING MOUNT, USE EXISTING 2.
INSTALL CARD READER, USE EXISTING CABLES.1.
CONTROL STAND SECURITY SYSTEM HARDWARE
GENERAL NOTES
UTILIZED.
INTERIOR POWER CONNECTIONS SHALL BE RUN IN CONDUIT. EMT MAY BE 6.
COORDINATE SECURITY SYSTEMS WITH OPERATIONS. 5.
LIGHT SWITCH TO BE OCCUPANCY SENSING 30 MINUTE TIME DELAY OFF.4.
RECONNECTION OF SMALL BOAT INTERCOM AND SIGNALING.
STAND THE CONTRACTOR SHALL ALSO PROVIDE TEMPORARY
IF THE CONTRACTOR EXECUTION PLANS UTILIZES A TEMPORARY LOCK 3.
THIS DIAGRAM PROVIDED AS A REFERENCE)
SIGNALING AND INTERCOM SYSTEM. (INTERCOM AND SIGNALING DRAWING
CONTRACTOR IS TO DISCONNECT AND RECONNECT THE SMALL BOAT 2.
MONITORING, RADIO AND INTERCOM IN CONTROL STAND.
REINSTALL SPECIAL SYSTEMS INCLUDING ETHERNET, PHONE, CCTV, SCADA 1.
LEGEND
REINSTALL EXISTING DATA CONNECTIONS
LED CEILING LIGHTS
DUPLEX GFCI RECEPTACLES 120V
240V OUTLET
S TIME DELAY MOTION DETECTING SWITCH
(SEE SECURITY SPECIFICATION SECTION 28 10 05)
BALANCED MAGNETIC SWITCH (BMS)
(SEE SECURITY SPECIFICATION SECTION 28 10 05)
GLASS BREAK SENSOR ACOUSTIC TYPE
M
M
T
(SEE SECURITY SPECIFICATION SECTION 28 10 05)
CARD READER
(SEE SECURITY SPECIFICATION SECTION 28 10 05)
ELECTRONIC LOCK
P
(SEE SECURITY SPECIFICATION SECTION 28 10 05)
DURESS SWITCH
0 2' 4'1' 0 2' 4'1'
0 2' 4'1'
P
CRS2
M
T
M
S
SP
CRS2.1
S M
T
M
P
S
M
M
T
P
SUBPANEL
CRS1
SP
D
D
D
D
D
G1
SCALE: 1/4=1'
PLAN CABLE TRAY BASEMENT OPERATION BUILDING L/S UPSTREAM
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/1 /2
M N a
\M
N a E
-3
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
B A
S E
M E
N T
O P
E R
A T
IO
N
S B
U
IL
D
IN
G
C A
B L
E D
E T
A
IL
S
N A
V
IG
A T
IO
N
L O
C K
E-303
M F
L A
N A
G A
N
S
S C
H E
IF
F
/2
M O
V E
D K
E Y
N O
D
N -1
-6 -1
/4
S U
M M
E
TA1
TA2
TA3
TA4
TA6
LSQ3
BUILDING
OPERATIONS
1ST FLOOR
OVERHEAD
LSQ1
TA7 END
TA5 END
TA6 / TB1 - 24" - ADJUST HEIGHT TO ADJOIN WITH TA2
TA7 / TB2 - 24" - ADJUST HEIGHT TO ADJOIN WITH TA3
TB0 -24"
TB1- 24"
TB2 -24"
TB3 -18" EXISTING
TA6
TA7
TB1
TB2
TA1
TA2
TA3
TA4
TA6
TA1
TA2
TA3
TA4
TA5
TA6
TA7ENDS AT SHAFT
TA1
TA2
TA3
TA4
TA5
TA6
TA7
TA6
TA7
TB1
TA7 / TB2
TB0
TB1
TB2
TB3
TB2
US L/S MITER G3
LCQ6 BB PIT 2
TRAY LOADING
SCALE: NTS
A4 TRAY LOADING
SCALE: NTS
A7
TRAY LOADING
SCALE: NTS
A10
TRAY LOADING
SCALE: NTS
A13
TRAY LOADING
SCALE: NTS
A16
TRAY LOADING
SCALE: NTS
D4 TRAY LOADING
SCALE: NTS
D7
TRAY LOADING
SCALE: NTS
D10
TRAY LOADING
SCALE: NTS
D13
FIBER OPTIC / COMM
NEW
TA1 ENDS
TA5 LCQ4
TA7
SHAFT
S1-S1 CONTROL
POWER CABLES
CONTINUATION OF LSQ1, LSQ4
PARTITION TRAY 12" FOR
LCQ1, LCQ2 POWER CABLE
LCQ2
LCQ3 LOADS & OTHER
MONOLITH 13
TB0 TRAY ENDS AT V3
CONTROL / COMM
TA6 / TB1LCQ3 US LOADS LCQ3 FEEDER / LOADSLCQ3 DS LOADS
S1-S1 CONTROL
LCQ5 LCQ5 BB PIT 1
LCQ6 BB PIT 2
LCQ4
LCQ5
LCQ6 BB PIT 2
LCQ4
TA1
TA2
TA3
TA4
TA5
TA6
TA7 LCQ5
LCQ6 BB PIT 2
LCQ4
TA7 / TB2
TA6 / TB1 LCQ3 FEEDER / LOADS
ACCESS TO GALLERY
TRAYS ELEVATED FOR
OTHER TRAYS
20 FEET BEFORE ALL
ENDS AT AIR LINE
0 4' 8'2'
T R
U E N
NORTH
PLAN
TA1 - 24"
TA2 - 24"
TA3 - 24"
TA6 - 24"
TA7 - 24"
TA4 - 24"
TA5 - 24"
TO
LCQ4
LCQ6
TO
LCQ5
LCQ3 FEEDER / LOADS
LSQ1 TIE BUS1-2 TIE
TB1
TB2 LCQ1, LCQ2 POWER CABLE
LCQ2
TA1 - 24
TA2 - 24
TA3 - 24
TA4 - 24
TA5 - 24
TB0 - 24"
TB1 - 24"
TB2 - 24"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
THE BASIS FOR DESIGN.
THE CONTRACTOR SHALL USE CABLE TRAY SIZE GIVEN ON THIS DRAWING AS 8.
MDN-2-6-7l16/15, MDN-2-6-OL6/4, MDN-2-6-OL6/4.
CABLE TRAYS TA1,TA2,TA3,TA4,TA5 ARE SHOWN IN RESOURCE DRAWING 7.
PROVIDE ACCESS TO THE GALLERY BEHIND THE TRAYS.
THE ELEVATED SECTION OF TRAY INDICATED ON DETAIL G1 MUST REMAIN TO 6.
EXISTING TRAYS ARE 70% TO 100% LOADED UNLESS OTHERWISE NOTED.5,
ALUMINUM LADDER TRAY. THIS TRAY HAS EXCESS CAPACITY.
TRAY TB3 REMAINS, THIS TRAY EXTENDS TO MONOLITH 39. TB3 IS 12" 4.
DURING CONSTRUCTION. THEREFORE, TRAY LOCATIONS ARE NOT CHANGED.
PROPOSED PLAN ASSUMES EXISTING CABLES WILL BE USED TEMPORARILY
THE PROPOSED TRAY LAYOUT EXPANDS ON THE EXITING LAYOUT. THIS 3.
EXCEEDS 30 LBS/FT CONTRACTOR SHALL ADD INTERMEDIATE SUPPORTS.
CONTRACTOR MAY REUSE EXISTING TRAY SUPPORTS. WHERE TRAY LOAD
FOR ADDITIONAL INFORMATION. SEE RESOURCE DRAWING MDN-2-6-7L16/1. 2.
NEW FEEDERS TO OPERATE.
CONTRACTOR CONSTRUCTION PLAN WHICH MAY REQUIRE EXISTING AND
PLAN DEVELOPED BY THE CONTRACTOR SHALL CONSIDER THE
THE CONTRACTOR SHALL DEVELOP AND SUBMIT A CABLE TRAY PLAN. THE 1.
GENERAL NOTES
LEGEND
TA1, TA2, TA3, TA4 TA5 - 24" TRAY SELECTED FOR STANDARDIZATION. 1.
EXISTING
NEW TRAY
D4
A4
A7
A13
D7 --
D10
A16
D13
E-302
A1
SHEET KEYNOTES
NEW 500 KCMIL GROUND CABLE EXISTING 500 MCM MAIN GROUNDING CABLE
EL. 267'
OUT IN GROUTING GALLERY AT
EXISTING CABLES STUBBED
OUT IN GALLERY EL. 266.33'
GROUND CABLE STUBBED
LCQ3 GROUND BUS
LSQ1 GROUND BUS
LCQ1 GROUND BUS
LCQ2 GROUND BUS
LCQ4 GROUND BUS
LCQ6 GROUND BUS
LCQ5 GROUND BUS
IN MAIN FEEDERS
CONDUCTORS
EQUIPMENT GROUNDING
NAV LOCK GROUND MAT
A1
GROUNDING SYSTEM CONNECTION DIAGRAM
SCALE: NTS
:1
:2
P
M
/1 /2
M N a
\M
N a E
-6
X
X X
.d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/1 /2
M N a
\M
N a E
-6
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
N N
E C
T
IO
N D
E T
A
IL
S
G R
O U
N D
IN
G
S Y
S T
E M
E-612
M
F L
A N
A G
A N
S
S C
H E
IF
F
/2
U P
D A
T E
D D
R A
W
IN
G R
E F
E R
E N
D
N -1
-6 -1
/6
S U
M M
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
LOCK CENTERLINE
LANDSIDE
LSQ1
HRG HRG
LCQ2
LCQ1
LCQ4
TRAYS
CABLE
L/S GALLERY
LCQ3
TRAYS
GALLERY CABLE
D/S CROSSOVER
LCQ6
LCQ5
TRAYS
GALLERY CABLE
U/S CROSSOVER
CABLE TRAYS
R/S D/S GALLERY
CABLE TRAYS
R/S U/S GALLERY
PIT 1
CRANE
DERRICK
MACHINERY ROOM
NW TAINTER VALVE
MACHINERY ROOM
NW MITER GATE
MACHINERY ROOM
SW MITER GATE
MACHINERY ROOM
SW TAINTER VALVE
PUMP ROOM
D/S SUMP
MACHINERY ROOM
SE MITER GATE
MACHINERY ROOM
SE TAINTER VALVE
PUMP ROOM
U/S SUMP
MACHINERY ROOM
NE TAINTER VALVE
MACHINERY ROOM
NE MITER GATE
BRIDGE PIT 1
BASCULE
BRIDGE PIT 2
BASCULE
LCQ1
CR1
PIT 2
CRANE
DERRICK
CR3
CR2
CR4
CR5
CR7
CR11
CR9
CR6
CR8
MDN-2-6-7L6, MDN-2-6-7L7/1, MDN-2-6-7L7/2.
GATE 3, VALVE 3 AND OPERATOR CONTROL BUILDING. SEE RESOURCE DRAWING
MINIMUM 3 LOCATIONS ON EXISTING 500 KCMIL CONTINUOS GROUND CABLE AT
MONOLITH 6 SHOWN ON MDN-2-6-7L6. CONNECT NEW GROUND CABLE AT
INSTALL NEW HRG 500 KCMIL GROUND CABLE FROM EL. 266.33 GROUND STUB IN 5.
NEW CABLES.
DIAGRAM SHALL BE REPLACED BY EQUIPMENT GROUNDING CONDUCTORS IN
EXISTING CORRODED GROUNDING CONNECTIONS IN LOCATIONS LISTED IN THIS 4.
EQUIPMENT GROUNDING CONDUCTORS IN EACH BRANCH CIRCUIT CABLE.
REFER TO SCHEDULE SHEETS (E-608, E-609, E-610, E-611) FOR SIZES OF 3.
EXOTHERMIC WELDING. NO BOLTED CONNECTIONS WILL BE ACCEPTED.
ALL CONNECTIONS MADE TO THE GROUNDING SYSTEM SHALL BE THROUGH 2.
LOCATION ON MAIN GROUNDING CONDUCTOR.
CONNECT GROUNDING BARS TO GROUNDING SYSTEM AT NEAREST AVAILABLE
INSTALL GROUNDING BARS IN ALL LIGHTING PANELS OF NAVIGATION LOCK. 1.
GENERAL NOTES
NORTH
PLAN
TO TQ1 TO TQ2
TO GROUND CABLE IN POWERHOUSE
GROUNDING CONDUCTOR TERMINATION
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/1 /2
M N a
\M
N a E
I6
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
S H
E E
T
O F
C O
N D
U
IT
A N
D C
A B
L E
S C
H E
D U
L E
C O
N T
R O
L S
EI601
S
G R
IF
F
IN
S
S U
M M
E R
S
/2
V
IS
E D
F
IB
E R
O P
T
IC
C A
B L
E S
C H
E D
U
D
N -1
-6 -1
/6
G
R
IF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CABLE TRAY FOR ROUTING CONTROL CIRCUITS.
CONDUITS IN COMBINATION WITH NEW SURFACE MOUNTED CONDUIT AND
SCHEDULE INDICATE THAT CONTRACTOR TO USE EXISTING EMBEDDED
ROUTES DESIGNATED AS "SURFACE/EMBED" IN THE CONDUIT/CABLE 3.
STEEL CONDUIT AND CABLE TRAY FOR ROUTING CONTROL CABLES.
SCHEDULE INDICATE THAT CONTRACTOR TO USE A COMBINATION OF RIGID
CONDUIT TYPES DESIGNATED AS "RGS/TR" IN THE CONDUIT/CABLE 2.
CONDUITS AND CABLE TRAY.
EXISTING EMBEDDED CONDUITS WHERE APPLICABLE ALONG WITH NEW
CONTRACTOR TO DETERMINE ROUTING OF ALL CONTROL CABLES. UTILIZE 1.
NOTES
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/1 /2
M N a
\M
N a E
I6
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
M E
R A
N E
T W
O R
K D
IA
G
R A
M
EI667
S G
R
IF
F
IN
S
S U
M M
E R
S
/2
V
IS
E D
L A
Y O
U T
A N
D A
D D
E D
S C
H E
D U
L E
A N
D N
O T
D
N -1
-6 -1
/1
S G
R
IF
H1
CABLE SCHEDULE: NAV LOCK CCTV
A1
SCALE: NTS
NAV LOCK CCTV BLOCK DIAGRAM
CAMERAS
BASCULE BRIDGE
LOCKSTAND
UPSTREAM
(CAT 6A PoE TYPE 4)
ETHERNET
(CAT 6A PoE TYPE 4)
ETHERNET
GIGABIT PORTS
SWITCH W/ SFP
FIBER/ETHERNET
CAMERAS LS
UPSTREAM GATE
CAMERAS RS
UPSTREAM GATE
CAMERAS RS
BASCULE BRIDGE
CAMERAS RS
DOWNSTREAM GATE
LOCK CENTER
NETWORK VID
RECORDER
NVR
IN CABLE TRAY
EL. 216
CROSS OVER GALLERY
ROUTE THROUGH
EL.250
CROSS OVER GALLERY
ROUTE THROUGH
PTZ JOYSTICK
CONTROLLER
12 CAMERA
PTZ JOYSTICK
CONTROLLER
12 CAMERA
MONO 38
EL 348 DECK
MONO 38
EL 328 DECK
MONO 38
EL 348 DECK
MONO 38
EL 328 DECK
LS2 2ND FLOOR
EXTERIOR
EL. 348 DECK
EL. 348 DECK
POLE MOUNTS
EL. 348 DECK
LOCKSTAND
DOWNSTREAM
CAMERAS LS
DOWNSTREAM GATE
EL. 348 DECK
REFERENCE
MDN-1-6-5L15/7 - CR5 LIGHTING CIRCUIT
MONO 6 EL. 343, GATE MACH ROOM
NOTE 2
REFERENCE
MDN-1-6-5L15/7 - CR5 LIGHTING CIRCUIT
MONO 7 EL. 343, GATE MACH ROOM
REFERENCE
MDN-1-6-5L15/8 - CR7 LIGHTING CIRCUIT
MONO 37 EL. 343, GATE MACH ROOM
REFERENCE
MDN-1-6-5L15/8 - CR4 LIGHTING CIRCUIT
MONO 36 EL. 343, GATE MACH ROOM
NOTE 2
8-CAT6A
4-CAT6A POE TYPE 4
5-CAT6A
CNL1A
CNL1B
CNL2A
CNL2B
CNL3A
CNL3B
CNL4A
CNL4B
CNL5A
CNL5B
CNL6A
CNL6B
S1 S2
G4CAM G2CAM
(S1SWCCTV) (S2SWCCTV)
(G4SWCCTV)(G2SWCCTV)
OPERATONS BUILDING
OPCNVR
EL. 348 DECK
EL. 348 DECK
POLE MOUNTS
EL. 348 DECK
LAND SIDE (LS)
RIVER SIDE (RS)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CNL6B, MOUNT ON FREE STANDING POLE PROVIDED BY CONTRACTOR
CNL6A, MOUNT ON GUARD HOUSE NEXT TO EXISTING SECURITY CAMERA
CNL5B, MOUNT ON FREE STANDING POLE PROVIDED BY CONTRACTOR
CNL5A, MOUNT ON PARAPET WALL NEXT TO EXISTING SECURITY CAMERA
CNL4B, MOUNT ON GUARD RAIL
CNL4A, MOUNT ON GUARD RAIL
CNL3B MOUNT ON GUARD RAIL
CNL3A MOUNT ON LOCK STAND EXERIOR WALL,
CNL2B, MOUNT ON GUARD RAIL
CNL2A, MOUNT ON WALL LANDING EL. 328
CNL1B, MOUNT ON GUARD RAIL
CNL1A, MOUNT ON WALL LANDING EL. 328
CAMERA MOUNTINGS.6.
AND 2 SEE E-126.
MOUNT CCTV ETHERNET SWITCHES IN SECURITY PANELS LOCKSTANDS 1 5.
OPERATIONS BUILDING BASEMENT SEE E-113.
PROVIDE COMMUNICATION IDF RACK SIZED FOR CCTV HARDWARE MOUNT IN 4.
THE NEED FOR LAPTOP COMPUTER AFTER INITIAL SETUP.
PROVIDE CAMERA CONTROLLER FOR OPERATION OF CAMERA'S WITHOUT 3.
CONDUIT ALONG GUARD RAIL BASE. MOUNT CAMERAS ON GUARD RAIL.
CAMERAS OUT OF GATE MACHINE ROOM WINDOW, TO EL. 348 DECK, ROUTE
TAP PRIOR TO WALL SWITCH. ROUTE CONDUIT FOR CAT6 CABLE TO
SUPPLY 120V POWER FROM EXISTING MACHINE ROOM LIGHTING CIRCUIT. 2.
CCTV MONITORS SHALL BE MOUNTED DIRECTLY ABOVE HMI SCREENS.1.
GENERAL SHEET NOTES
CABLE TRAY
FIBER OPTIC , ROUTE IN
24V
PS
24V
PS
24V PS 24V PS
120V
CRS1
PNL
120V
CRS2
PNL
NAVIGATION LOCK CENTERLINE
38 36
34 32 30 28
26 24 22 20 18 16 14
12 10 8
353739
7 5 3 1
15171921232527293133
C B
L
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/1 /2
M N a
\M
N a E
I6
X
X X
.d g n
A N
S I
D
F
IN
A L
P O
W E
R A
N D
C O
N T
R O
L S
U P
G R
A D
E
N A
V
IG
A T
IO
N
L O
C K
C O
L U
M B
IA
R
IV
E
R W
A S
H
IN
G T
O N
A N
D O
R E
G O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F B
J U
N E
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
T V
P L
A N
V
IE
W
EI668
S
G R
IF
F
IN
S
S U
M M
E R
S
/2
V
IS
E D
L A
Y O
U T
A N
D A
D D
E D
K E
Y N
O T
D
N -1
-6 -1
/1
S G
R
IF
A1
SCALE: 1:600
CCTV INSTALLATION PLAN VIEW
NOTE: THIS VIEW IS ROTATED @ 8-DEGREES
CABLE FENDER
MACHINERY PIT
EL. 298.42
EL. 328.00
EL. 334.67
EL. 338.43
EL. 336.40
EL. 338.43
EL. 339.00
EL. 339.00
VALVE MACHINERY ROOM
EL. 329.00
TAINTER VALVE SHAFT
EL. 329.00
EL. 339.00
EL. 336.00
EL. 329.00
.0
.8
EL. 339.00
EL. 339.00
VALVE MACHINERY ROOM
EL. 339.00
EL. 340.00
TAINTER VALVE SHAFT
EL. 309.50
EL. 340.00
VALVE MACHINERY ROOM
TAINTER VALVE SHAFT
EL. 334.00
STOPLOG STORAGE PIT
EL. 334.67
EL. 328.00
EL. 333.00
EL. 339.23
STOPLOG STORAGE PIT
EL. 323.00
EL. 328.00
EL. 337.00
EL. 348.00 EL. 342.75
EL. 301.33
EL. 328.00
EL. 334.00
EL. 292.00
EL. 309.50
TAINTER VALVE SHAFT
CONDUIT
EL. 318.00
EL. 336.00
EL. 336.00
EL. 336.00
EL. 336.00
EL. 335.00
EL. 329.00
EL. 336.00
EL. 336.00
EL. 336.00
.0
343.20
348.00
EL. 336.00 EL. 336.00
EL. 336.00
ELEVATOR
EL. 339.43
EL. 335.00
EL. 336.40
EL. 290.83
EL. 338.43
EL. 336.00
EL. 337.00
EL. 290.83
EL. 329.17
EL. 338.40
EL. 306.00
EL. 306.00
EL. 298.42
EL. 328.00
EL. 328.00
EL. 328.00
CABLE FENDER
MACHINERY PIT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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®of Engineers
US Army Corps
U .S
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50' 100'0
NORTH
PLAN
SHEET KEYNOTES
ELEVATION.
MOUNT CAMERA AT 7' ABOVE GRADE AT BRIDGE ROAD
POST WITH BASE. GALVANIZED FOOTING WITH ANCHORS.
9. PROVIDE NOMINAL 10' X 2 3/8 GALVANIZED MOUNTING
ABUTMENT UNDER BASCULE BRIDGE.
8. SURFACE MOUNT RMC CONDUIT TO CONCRETE WALL AND
STREAM LOCKSTAND
ELEVATION 216.00 TO ROUTE FIBER OPTIC CABLE TO DOWN
7. UTILIZE EXISTING CABLE TRAYS IN CROSS TUNNEL AT
UPSTREAM LOCKSTAND
ELEVATION 250.00 TO ROUTE FIBER OPTIC CABLE TO
6. UTILIZE EXISTING CABLE TRAYS IN SERVICE GALLERY AT
CAMERA. ACCESSIBLE FROM EXISTING PLATFORM OR ROOF.
CONNECTION TO WALL. ADJACENT TO EXISTING ESS
5. SURFACE MOUNT RMC CONDUIT AND POE CAMERA
4. SURFACE MOUNT CONDUIT AT BASE OF HAND RAIL.
TO BRIDGE GUARD HOUSE.
3. UTILIZE EXISTING EMBEDDED CONDUIT TO ROUTE CAT6A
AND CAT6A CABLE TO LOCKSTAND
2. UTILIZE EXISTING EMBEDDED CONDUIT TO ROUTE FIBER
ENCLOSURE AND POWER SUPPLY.
1. INSTALL AND PROVIDE POE ETHERNET SWITCH WITH
NAVIGATION LOCK CENTERLINE
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| MN467365aEI601XXX |
| MN467365aEI667XXX |
| MN467365aEI668XXX |
File details come from the government source that posted it. Updated .