Enclosure 3 - CPCS Plans.pdf
PDF 3 MB Posted
- Attached to
- Catfish Point Control Structure Federal contract opportunity
- Solicitation number
- W912P823R0053
About this file
This solicitation is for installation of supporting systems for Gate Bay 1 at the Catfish Point Control Structure in Cameron Parish, Louisiana. The solicitation number is W912P823R0053 and was issued by the US Army Corps of Engineers New Orleans District.
The scope of work includes installation of a cathodic protection system and electrical upgrades. For cathodic protection, the contractor must furnish, install, and commission an impressed current cathodic protection system for the submerged metallic surfaces of Gate #1. Electrical work includes upgrading the power system, installing a new electrical control panel and wiring, upgrading gate control wiring, and related work.
The solicitation includes drawings showing details of the cathodic protection system layout and components, conduit routing, structural details for an elevated electrical platform, and control and wiring diagrams. The contractor will be responsible for design and installation of anchor bolts for the platform.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P823R0053 AM0003.pdf | ||
| W912P823R00530003 FINAL SF30 Catfish Point.pdf | ||
| W912P823R00530002 FINAL SF30 8-28.pdf | ||
| W912P823R00530001 FINAL SPS Catfish Point CS.pdf | ||
| Enclosure 4 - CPCS Gantt Chart (Rev 2023-05-24).pdf | ||
| Enclosure 5 - CPCS Machinery Pit and Anchorage Details.pdf | ||
| Enclosure 1 - CPCS SS Ref Docs for GFE (Hagglunds-Instructions).pdf | ||
| Enclosure 1 - CPCS SS Ref Docs for GFE (Hagglunds-Manual).pdf | ||
| Enclosure 2 - CPCS Technical Specifications.pdf | ||
| Enclosure 1 - CPCS SS Ref Docs for GF Sector Gates.pdf | ||
| W912P823R0053 FINAL SPS Solicitation CPCS 7-31.pdf |
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®of Engineers
US Army Corps of Engineers
US Army Corps
New Orleans District
MERMENTAU RIVER AND TRIBUTARIES
CATFISH POINT CONTROL STRUCTURE
FOR GATE BAY 1
ED-22-037
Contract: XXXXX-XX-X-XXXX
INSTALLATION OF SUPPORTING SYSTEMS
Solicitation: XXXXX-XX-X-XXXX
OCTOBER 2022
CAMERON PARISH, LOUISIANA
NEW ORLEANS DISTRICT
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APPROVED BY:
CHIEF ENGINEERING DIVISION
APPROVAL RECOMMENDED BY:
BRANCHSTRUCTURAL
TECHNICAL LEAD STRUCTURAL
IN THIS SET.
OFFICIAL RECOMMENDATION OF ALL DRAWINGS
REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS
District Commander
Colonel, US Army
CULLEN A. JONES, P.E., PMP
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COVER SHEET
45'
N
NATIONAL WILDLIFE REFUGE
CAMERON PRAIRIE
SABINE MIGRATORY
WATERFOWL REFUGE
GRAND CHENIER
HACKBERRY BEACH
NORTH ISLAND
CONTROL STRUCTURE
CATFISH POINT
SUPERIOR CANAL
LAKE
LOWER MUD
LAKE
UPPER MUD
LAKE MISERE
LAKE
LOCATION MAP
SCALE IN MILES
6 4 2 0 5 10 15
DWG. DESCRIPTION
INDEX TO DRAWINGS
DWG. DESCRIPTION
INDEX TO DRAWINGS
LOCATION & VICINITY MAPS AND INDEX OF DRAWINGS
COE BOAT DOCK
LON: -92 50' 55"N
LAT: 29 51' 47"W
LOCATION OF WORK
G-001
G-002
CP001 DRAWING INDEX, WORK DESCRIPTION & NOTES
CP101 GATE #1 ANODE ASSEMBLY LAYOUTS
CP102 GATE #1 SKIN ANODE AND CABLING PROTECTION LAYOUTS
CP202 GATE #1 CONDUIT SUPPORT CHANNEL LAYOUT
CP203
CP205
CP206
S-101
S-102
E-001
CATFISH POINT GATE REPLACEMENT ELECTRICAL SYSTEM
E-02A
ELEVATED PLATFORM PLAN AND ELEVATION
ELEVATED STRUCTRAL PLATFORM DETAILS
GATE #1 CABLE CROSS-OVER DETAILS & SECTION
ELECTRICAL SITE PLAN
GATE #1 CONDUIT SUPPORT CHANNEL DETAILS
GATE #1 CONDUIT SUPPORT CHANNEL DETAILSCP204
GATE #1 CONDUIT SUPPORT CHANNEL DETAILS
CP201 GATE #1 WIRING & CONDUIT OVERALL LAYOUT
CP502
CP501 BRACKETS AND MOUNTING ASSEMBLY DETAILS
CHANNEL & BRACKET MOUNTING ASSEMBLY & DETAILS
CP503 SKIN ANODE AND REFERENCE CELL CABLING PROTECTION DETAILS
GENERAL CROSS-REFERENCING SYMBOLS
SECTION/DETAIL)
(CENTERED UNDER
ON SAME DRAWING
SECTION/DETAIL TITLE
SECTION/DETAIL)
(CENTERED UNDER
ON ANOTHER DRAWING
SECTION/DETAIL TITLE
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
DETAIL/SECTION
SCALE:
TOP FRONT SIDE
ELEVATION SECTION
A
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
99/999
A
X#
X-###
GENERAL NOTES:
3. ELEVATIONS ARE FEET ABOVE NGVD29.
CUSTOMARY UNITS.
2. ALL DIMENSIONS AND TOLERANCES ARE SHOWN IN U.S.
ACCURACY OF ALL DIMENSIONS.
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE
DRAWINGS SHALL INDICATE FIELD VERFIED DIMENSIONS. THE
FABRICATION. SHOP AND CONSTRUCTION
FABRICATION OR CONSTRUCTION AND SUBMIT TO COR PRIOR TO
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AFFECTING
DRAWINGS. PRIOR TO SHOP DRAWING SUBMITTAL THE
ON THESE PLANS HAVE BEEN OBTAINED FROM RECORD
1. THE EXISTING DETAILS, DIMENSIONS, AND ELEVATIONS SHOWN
V I C I N I T Y M A P
A T
C H
A F A
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IV
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SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROEO
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VICKSBURG
NATCHEZ
ALEXANDRIA
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LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
N EW
O R LE A N S
M
IS
S
IS
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IP
P I
VICINITY OF WORK
E-103 EAST GATE CONTROL WIRING DIAGRAMS
E-104 WEST GATE CONTROL WIRING DIAGRAM
E-101 CONTROL HOUSE ELECTRICAL EQUIPMENT ELEVATIONS
E-102 SECTOR GATE CONTROL WIRING DIAGRAMS
ABBREVIATIONS, LEGENDS & GENERAL NOTES
E-003 ELECTRICAL RISER DIAGRAM
E-004 PANELBOARD AND FIXTURES & SCHEDULES
PROTECTION SYSTEM FOR CATHODIC PROTECTION OF THE SUBMERGED METALLIC SURFACES OF CATFISH POINT SECTOR GATE #1.
WILL INCLUDE PURCHASING AND ASSEMBLING OF THE SYSTEM COMPONENTS, INSTALLING, ADJUSTING, AND TESTING OF AN IMPRESSED CURRENT CATHODIC
CONSTRUCTION AND CORROSION INDUSTRY PRACTICES TO CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE SERVICES REQUIRED
RECOMMENDATIONS OF THE VARIOUS PRODUCT AND/OR SYSTEM COMPONENT/DEVICE MANUFACTURERS, AND IN ACCORDANCE WITH STANDARD
NFPA 70, IN COMPLIANCE WITH THE CONTRACT DRAWINGS, IN ACCORDANCE WITH THE GUIDANCE PROVIDED IN NACE SP0169, IN ACCORDANCE WITH THE
FURNISHING, INSTALLING, AND COMMISSIONING OF A COMPLETE, OPERATING, IMPRESSED CURRENT CATHODIC PROTECTION SYSTEM IN COMPLIANCE WITH
FOR CATFISH POINT SECTOR GATE #1 (TWO LEAFS, NORTH AND SOUTH), THE WORK SHALL INCLUDE THE FABRICATION (AS DETAILED AND DESCRIBED), :GENERAL DESCRIPTION OF WORK
COMPONENTS THAT WOULD REQUIRE WELDING HAVE ALREADY BEEN INSTALLED.
BOTH LEAFS OF GATE #1 HAVE BEEN NEWLY FABRICATED UNDER A PREVIOUS CONTRACT. ALL CATHODIC PROTECTION GATE SUPPORT
GATE BACKGROUND:
PROTECTION DETAILS
CATHODIC PROTECTION, SKIN ANODE & REFERENCE CELL CABLING CP503:
CATHODIC PROTECTION, CHANNEL & BRACKET MOUNTING ASSEMBLY & DETAILSCP502:
CATHODIC PROTECTION, BRACKET & MOUNTING ASSEMBLY DETAILSCP501:
CATHODIC PROTECTION, GATE #1 CABLE CROSS-OVER DETAIL & SECTION CP206:
CATHODIC PROTECTION, GATE #1 CONDUIT SUPPORT CHANNEL DETAILSCP205:
CATHODIC PROTECTION, GATE #1 CONDUIT SUPPORT CHANNEL DETAILSCP204:
CATHODIC PROTECTION, GATE #1 CONDUIT SUPPORT CHANNEL DETAILSCP203:
CATHODIC PROTECTION, GATE #1 CONDUIT SUPPORT CHANNEL LAYOUTCP202:
CATHODIC PROTECTION, GATE #1 WIRING & CONDUIT OVERALL LAYOUTCP201:
PROTECTION LAYOUTS
CATHODIC PROTECTION, GATE #1 SKIN ANODE & CABLING CP102:
CATHODIC PROTECTION, GATE #1 ANODE ASSEMBLY LAYOUTCP101:
CATHODIC PROTECTION, DRAWING INDEX, WORK DESCRIPTION & NOTESCP001:
:GATE #1 CATHODIC PROTECTION DRAWING LIST
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P L
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54321
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1. ALL CONDUIT SHALL BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED.
2. TWO #4 HMWPE GROUNDING CABLES ARE REQUIRED TO CONNECT EACH GATE LEAF TO ITS RESPECTIVE RECTIFIER. AT GATE
LEAF, EXOTHERMICALLY WELD THE CABLE ENDS TO STRUCTURAL MEMBER NEAREST THE NON-METALIC JUNCTION
BOX/CONDUIT BODY. GROUNDING CABLE TO BE ROUTED THROUGH JUNCTION CABINET IN SAME CONDUIT AS REFERENCE
CELL LEAD CABLES BACK TO RECTIFIER LOCATION (SEE CPXXX FOR ADDITIONAL ROUTING INFORMATION).
3. AFTER ASSEMBLY AND INSTALLATION, ALL EXPOSED SURFACES OF METALLIC COMPONENTS (BRACKETS, CHANNELS, UNISTRUTS, BOLTS, NUTS, WASHERS, ETC.) SHALL BE COATED WITH THE SAME APPROVED COATING SYSTEM USED ON THE GATE, UNLESS
A DIFFERENT COATING SYSTEM IS SPECIFIED IN THESE DRAWINGS.
4. VERIFY THAT ALL ANODE MOUNTING CONNECTIONS ALIGN PROPERLY AND HAVE ENOUGH CLEARANCE SO THAT NO PART OF
THE ANODE MATERIAL ITSELF IS TOUCHING THE GATE OR OTHER STRUCTURES. SINCE THE SKIN CLEARANCE ALLOWS A
CERTAIN AMOUNT OF SPACE, CARE SHOULD BE TAKEN TO MAKE SURE THAT EDGES OF BOLTS, NUTS, AND ANODES DO NOT
HINDER GATE OPERATION BY PROTRUDING TOO FAR PAST THE EXTERIOR FACES OF THE GATE.
:GENERAL INSTALLATION NOTES
CONDUCTORS UPSTREAM OF THE TRANFORMER TO PANELBOARD THAT FEEDS THESE GATE PANELS.
PANEL. ANTICIPATE THAT THE 1.5KVA, 480/120V, SINGLE PHASE TRANSFORMER TO BE UPGRADED TO A 3KVA, ALONG WITH THE BREAKER AND
EXISTING 480V GATE PANEL CAPACITY IS UNKNOWN. CONTRACTOR WILL NEED TO FIELD VERIFY EXTRA CAPACITY AT EACH SECTOR POWER
POWER NOTES
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SPECIFIED IN PAINTING: HYDRAULIC STRUCTURES SECTION.
8. ALL OTHER COMPONENTS (BRACKETS,CHANNELS, ETC.) SHALL BE PAINTED AS
PLUS 2 THREAD SEALANT TO KEEP MOISTURE FROM CORRODING METAL.
7. AFTER PAINTING, TYPICAL FOR ALL THREADED AREAS: COAT WITH RECTORSEAL T
COATING MATERIAL FROM ADHERING TO THE THREADS
6. PRIOR TO PAINTING, PROTECT ALL THREADED AREAS WITH TAPE TO PREVENT GATE
CP503) .
AVOID SKIN RIBS, AND TO ACCOMMODATE CABLING PROTECTION (SEEN ON SHEET
COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, IN ORDER TO
5. MINOR ADJUSTMENT OF SKIN PENETRATIONS SHALL BE ACCOMPLISHED, AS
PHONE 937-278-6547, X208 FOR QUESTIONS REGARDING TEMPLATES.
INTL. (DIV OF APS MATERIALS, INC.). CONTACT GREG SMITH (GENERAL MANAGER) AT
4. MOUNTING TEMPLATES SHALL BE PURCHASED FROM CERANODE TECHNOLOGIES
ANODES AND REFERENCE CELLS.
MOUNTING TEMPLATES WITH RADIUS OF GATE FOR WELDING STUDS FOR SKIN
CELLS, THE FABRICATOR SHALL PURCHASE AND USE ANODE MANUFACTURER'S
3. HOWEVER, TO INSURE CORRECT FITMENT OF THE SKIN ANODES AND REFERENCE
CONTRACT.
2. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED UNDER THIS
SECOND LEAF.
UP OF TWO SECTOR LEAFS. MIRROR ALL DIMENSIONS FOR ANODE ASSEMBLY ON
1. DETAIL VIEW 1, THIS SHEET, REPRESENTS ONE SECTOR LEAF. EACH GATE IS MADE
:NOTES
SCALE: N/A
1 GATE #1 ASSEMBLY LAYOUT-PLAN
X X
X
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X X
X H
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SIDE)
(UPSTREAM
SKIN PLATE
PATTERN.
THIS SHEET FOR STUD
AND MOUNTING DETAIL
LOCATIONS; SEE NOTES
ANODE MOUNTING
DETAIL 3
CELLS; SEE
(2) REFERENCE
SHEET FOR STUD PATTERN.
MOUNTING DETAIL THIS
LOCATIONS; SEE NOTES AND
REFERENCE CELL MOUNTING
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ANODES; SEE
(6) EMMO STRIP
SSA1
SSR1 SSA2
SSA3
SSA4
SSA5
SSA6
SSR2
OF SKIN PLATE
DOWNSTREAM SIDE
(SEE DETAIL 1 & 2/CP503).
PROTECTION LOCATIONS.
ANODE CABLING
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PLATE RIBS (TYP.)
WT9X23 SKIN
CENTERLINE OF
SHEET CP204
SEE DETAIL H,
SUPPORT (TYP.);
UNISTRUT PIPE
INTERMEDIATE
SHEET CP204
SEE DETAIL G,
REFERENCE CELL;
(2) FRAME-SIDE
CONDUIT ROUTING
SHEET CP203 FOR
SEE DETAIL 1,
SFR1
SFR2
SKIN PLATE PENETRATION.
SEE DETAIL 1/CP502 FOR
NOTE:
; SEE DETAIL 1/CP502PLATE
STUDS; "STUD WELD" TO SKIN
THREADED STEEL MOUNTING
1/2" - 13 X 1.25" FULLY (6)
; SEE DETAIL 2/CP502.PLATE
STUDS; "STUD WELD" TO SKIN
THREADED STEEL MOUNTING
1/2" - 13 X 1.25" FULLY
SKIN PLATE PENETRATION.
SEE DETAIL 2/CP502 FOR
NOTE:
C A
B L
IN
G P
R O
T E
C T
IO
N
L A
Y O
U T
S G
A T
E
S
K
IN
A N
O D
E A
D
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers US Army Corps
P L O
T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L E
A N
S D
IS
T
R
IC
T A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
U .S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T C
O N
T R
O L
S T
R U
C T
U R
E C
A T
F
IS
H P
O
IN
T
M O
B
IL
E
A L
A B
A M
A M
O B
IL
E
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
SCALE: N/A
1 GATE #1 UPSTREAM ANODE MOUNTING HOLE LOCATIONS
SCALE: N/A
2 GATE #1 DOWNSTREAM ANODE CABLING PROTECTION LOCATIONS
J C
P
CP-102
N J D
W J K
R M
F W
P
-1
-B
-0
SCALE: 3" = 1'-0"
4 SKIN ANODE MOUNTING DETAIL
SCALE: 3" = 1'-0"
3 REFERENCE CELL MOUNTING DETAIL
W
P
-2
-C -0
S O
L
IC
IT
A
T
IO
N
BE IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
SHALL INSTALLATION AND CONNECTIONS OF ANODES AND REFERENCE CELLS 9.
SPECIFIED IN PAINTING: HYDRAULIC STRUCTURES SECTION.
PAINTED AS ALL OTHER COMPONENTS (BRACKETS, CHANNELS, ETC.) SHALL BE 8.
METAL.
RECTORSEAL T PLUS 2 THREAD SEALANT TO KEEP MOISTURE FROM CORRODING
AFTER PAINTING, TYPICAL FOR ALL THREADED AREAS: COAT WITH 7.
GATE COATING MATERIAL FROM ADHERING TO THE THREADS
PREVENT PRIOR TO PAINTING, PROTECT ALL THREADED AREAS WITH TAPE TO 6.
CP503).
AVOID SKIN RIBS, AND TO ACCOMMODATE CABLING PROTECTION (SEEN ON SHEET
COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, IN ORDER TO
AS MINOR ADJUSTMENT OF SKIN PENETRATIONS SHALL BE ACCOMPLISHED, 5.
MANAGER) AT PHONE 937-278-6547, X208 FOR QUESTIONS REGARDING TEMPLATES.
TECHNOLOGIES INTL.(DIV OF APS MATERIALS, INC.). CONTACT GREG SMITH (GENERAL
MOUNTING TEMPLATES SHALL BE PURCHASED FROM CERANODE 4.
STUDS FOR SKIN ANODES AND REFERENCE CELLS.
MANUFACTURER'S MOUNTING TEMPLATES WITH RADIUS OF GATE FOR WELDING
REFERENCE CELLS, THE FABRICATOR SHALL PURCHASE AND USE ANODE
HOWEVER, TO INSURE CORRECT FITMENT OF THE SKIN ANODES AND 3.
THIS CONTRACT.
UNDER ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED 2.
ASSEMBLY ON SECOND LEAF.
GATE IS MADE UP OF TWO SECTOR LEAFS. MIRROR ALL DIMENSIONS FOR ANODE
EACH DETAIL VIEW 1 AND 2, THIS SHEET, REPRESENTS ONE SECTOR LEAF. 1.
:NOTES
O C
T O
B E
R
H -4
-4
H
C P
-1
.d g n
A N
S I
GATE 1, NORTH LEAF
J1
A
CP204
B
CP204
C
CP204C
CP204
E
CP204
A
CP205
GATE 1, SOUTH LEAF
D
CP204
THIS SHEET
RISER DIAGRAM,
RECTIFIER; SEE
MOVABLE
SUPPORT
JUNCTION BOX
STRUCTURAL FOR
JUNCTION BOX; SEE
30"X24" NON-METALLIC
PANEL INSTALL NOTES"
SHEET FOR "ELECTRICAL
CABINET; SEE COVER
EXISTING ELECTRICAL
(1) 3/4" CONDUIT
(1) 3/4" CONDUIT
(1) 3/4" CONDUIT
CP102
FOR DETAILS
FOR LAYOUT; SEE SHEET CP501
GATE ANODE; SEE SHEET CP101
CABI
NET
EXI
STI
NG
FI
RE
PUM
P
GATE CONTROL TOWER
O.H.
4) 2 REF. CELLS
3) 3 REF. CELLS
2) 4 HSCI ANODES
1) 6 SKIN STRIP ANODES
BOX TO RECTIFIER:
CABLES FROM TERMINAL
(4) QUICK-DISCONNECT
HANDRAIL
MOUNTED ON
TERMINAL BOX;
POLE MOUNTED
FOR DETAILS
SEE SHEET CP206
CABLE CROSS-OVER;
TO LOCK WALL
FLEX CONDUIT FROM GATE
(4) 1-1/2" NON-METALLIC
F
CP204
BELOW GANGWAY
ROUTE CONDUIT
FRAM
ING
GATE W
ALKW
AY
FIELD FIT TO AVOID
J1
A
CP204
B
CP204
C
CP204 C
CP204
E
CP204
A
CP205
D
CP204
SUPPORT
JUNCTION BOX
STRUCTURAL FOR
JUNCTION BOX; SEE
30"X24" NON-METALLIC
PANEL INSTALL NOTES"
SHEET FOR "ELECTRICAL
CABINET; SEE COVER
EXISTING ELECTRICAL
(1) 3/4" CONDUIT
(1) 3/4" CONDUIT
(1) 3/4" CONDUIT
CP102
DETAILS
SEE SHEET CP206 FOR
CABLE CROSS-OVER;
TO LOCK WALL
FLEX CONDUIT FROM GATE
(4) 1-1/2" NON-METALLIC
F
CP204
BELOW GANGWAY
ROUTE CONDUIT
FRAM
IN
G
GATE
W
ALKW
AY
FI
ELD
FI
T
TO
AVOI
D
O.H.
O.H.
O.H.
O.H.
O.H.
O.H.
O.H.
O.H.
1) POWER (120V, 20A)
BOX TO RECTIFIER:
CABLES FROM TERMINAL
(1) QUICK-DISCONNECT
HANDRAIL
MOUNTED ON
TERMINAL BOX;
POLE MOUNTED
THIS SHEET (O.H.)
RISER DIAGRAM,
RECTIFIER; SEE
MOVABLE
4) 2 REF. CELLS
3) 3 REF. CELLS
2) 4 HSCI ANODES
1) 6 SKIN STRIP ANODES
BOX TO RECTIFIER:
CABLES FROM TERMINAL
(4) QUICK-DISCONNECT
HANDRAIL
MOUNTED ON
TERMINAL BOX;
POLE MOUNTED
1) POWER (120V, 20A)
BOX TO RECTIFIER:
CABLES FROM TERMINAL
(1) QUICK-DISCONNECT
HANDRAIL
MOUNTED ON
TERMINAL BOX;
POLE MOUNTED
SSA1
SSR1
SFR1SFR2
SFR3
SSA2
SSA3SSA4
SSA5
SSA6
SSR2
SFA1SFA2
SFA3
SFA4
NSA1
NSR1
NFR1 NFR2
NFR3
NSA2
NSA3 NSA4
NSA5
NSA6
NSR2
NFA1 NFA2
NFA3
NFA4
SINGLE PHASE
120V, 20A
RECTIFIER
MOVABLE
ALUMINUM)
(POWDER-COATED
CABINET
DC TERMINAL
POLE-MOUNTED
DISCONNECTS
DC QUICK
2#10, 1#10G
DISCONNECT;
POWER QUICK
OVER
CABLE CROSS-
GATE, SEE PLAN
CONDUIT FROM
ALUMIMUM)
COATED
(POWDER-
BOX
TERMINAL
MOUNTED AC
POLE-
POWER PANEL
EXISTING 480V
SEE PLAN
BOX AT RECTIFIER,
TO AC TERMINAL
CONCRETE
ALONG FACE OF
RUN CONDUIT
CONCRETE WALKWAY
HANDRAIL
EXISTING
2#10, 1#10G
POWER PANEL;
CONDUIT FROM
3/4" SCH80 PVC
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H
P O
IN
T
M O
B
IL
E A
L A
B A
M A
M O
B
IL
E D
IS
T
R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
G A
T E
W
IR
IN
G
C O
N D
U
IT
O V
E R
A L
L L
A Y
O U
T
H C
P -2
.d g n
CP201
C
P
IE
R C
E
N J T
D
W J K
R M
F
SCALE: N/A
1 GATE #1 CONDUIT OVERALL LAYOUT
SCALE: N/A
2 RECTIFIER RISER DIAGRAM
INSTRUCTIONS.
CELLS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS
3. INSTALLATION AND CONNECTIONS OF ANODES AND REFERENCE
SHALL BE 316SS
2. ALL HARDWARE THAT COMES IN CONTACT WITH CONCRETE
CONDUIT SECTION.
ASSUME 10FT CONDUIT SECTIONS WITH ONE BELL END PER
1. ALL CONDUIT SHALL BE SCHEDULE 80 PVC, AND DRAWINGS
:GENERAL INSTALLATION NOTES
H C
P -2
.d g n
O C
T O
B E
R
W
P
-2
-C -0
W
P
-1
-B -0
A N
S I
D
S O
L
IC
IT
A
T
COLUMN (TYP.)
WALKWAY SUPPORT
A
CP204
B
CP204
C
CP204
C
CP204
D
CP204
C
CP204
VERTICAL STIFFENER PLATE
CHANNEL AT EACH
CONDUIT SUPPORT
SUPPORT COLUMN (TYP.)
BETWEEN EACH WALKWAY
CHANNEL CENTERED
CONDUIT SUPPORT
BOX (TYP.)
CHANNEL BELOW JUNCTION
CONDUIT SUPPORT
E
CP204
CHANNEL (TYP.)
CONDUIT SUPPORT
A
CP205
F
CP204
S U
P P
O R
T C
H A
N N
E L
L A
Y O
U T
G A
T E
C O
N D
U
IT
1. WALKWAY AND HANDRAIL ASSEMBLY NOT
SHOWN FOR CLARITY
2. DETAIL VIEW 1, THIS SHEET, REPRESENTS
ONE SECTOR LEAF. EACH GATE IS MADE
UP OF TWO SECTOR LEAFS. MIRROR ALL
DIMENSIONS FOR CONDUIT SUPPORT
ASSEMBLY ON SECOND LEAF.
3. ALL CONDUIT SUPPORT CHANNELS ARE 12
GAGE, SOLID, 1-5/8" X 1-5/8" STRUT.
4. UTILIZE CONDUIT SUPPORT CHANNELS FOR
ALL CONDUIT RUNS.
:GENERAL NOTES
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H
P O
IN
T
M O
B
IL
E A
L A
B A
M A
M O
B
IL
E D
IS
T
R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
J C
P
CP-202
N J D
W J K
R M
F W
P
-1
-B
-0
SCALE: 1/2" = 1'-0"
CP203
GATE #1 CONDUIT SUPPORT LAYOUT PLAN
W
P
-2
-C -0
S O
L
IC
IT
A
T
IO
N
H -4
-4
H C
P -2
.d g n
O C
T O
B E
R
H C
P -2
.d g n
A N
S I
BODY (TYP.)
CABLE PROTECTION TO CONDUIT
PIPE SUPPORT, SPAN RIBS
20" LONG 1-5/8" UNISTRUT
CLAMP (TYP.)
P2032 1-5/8" UNISTRUT PIPE
(SEE SHEET CP503)
PROTECTION LOCATIONS.
ANODE & CABLING
EXISTING GATE WALKWAY
BODY
2" SCHED 80 PVC CONDUIT
EXISTING DRAIN HOLE
PASS BOTH CONDUIT THROUGH
SKIN PLATE (BEYOND)
SCALE: 1/2" = 1'-0"
A CONDUIT ROUTING DETAIL
TYP
"4
PIPE SUPPORT
TOP OF HORIZONTAL
B
CP203
CONDUIT BODY (TYP.)
CABLE PROTECTION TO
PIPE SUPPORT, SPAN RIBS
20" LONG 1-5/8" UNISTRUT
CLAMP (TYP.)
P2032 1-5/8" UNISTRUT PIPE
EXISTING DRAIN HOLE
PASS CONDUIT THROUGH
PIPE SUPPORT
TOP OF HORIZONTAL
SKIN PLATE
BODY
2" SCHED 80 PVC CONDUIT
80 PVC
CONDUIT BODY (TYP.)
FROM CABLE PROTECTION TO
TERMINAL ADAPTER
LOCKNUT
SCALE: 1/2" = 1'-0"
B CONDUIT ROUTING DETAIL
(SEE SHEET CP503)
PROTECTION LOCATIONS.
ANODE & CABLING
NEEDED
FIELD DRILL HOLES AS
S U
P P
O R
T C
H A
N N
E L
D E
T A
IL
S
G A
T E
C O
N D
1. ANODES, REFERENCE CELLS, CONDUIT, AND
CONDUIT HARDWARE TO BE PURCHASED
AND INSTALLED UNDER THIS CONTRACT.
2. INSTALLATION AND CONNECTIONS OF
ANODES AND REFERENCE CELLS SHALL BE
IN STRICT ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS.
:GENERAL NOTES
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H
P O
IN
T
M O
B
IL
E A
L A
B A
M A
M O
B
IL
E D
IS
T
R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
J C
P
CP-203
N J D
W J K
R M
F W
P
-1
-B
-0
W
P
-2
-C -0
H C
P -2
.d g n
H -4
-4
O C
T O
B E
R
A N
S I
D
S O
L
IC
IT
A
T
SCALE: 1" = 1'-0"
A SUPPORT CHANNEL DETAIL
CHANNEL LOCATIONS
SEE SHEET CP202 FOR
PLATE; TYPICAL EACH PLATE;
FLUSH TO VERTICAL STIFFENER
SUPPORT CHANNEL, WELD
20" LONG, 1-5/8" CONDUIT
TYP
" 4
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(2) 2" SCHED 80 PVC
LOCATIONS
SHEET CP202 FOR CHANNEL
FLUSH TO W10x60; SEE
SUPPORT CHANNEL, WELD
30" LONG, 1-5/8" CONDUIT
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(2) 2" SCHED 80 PVC
SCALE: 1" = 1'-0"
B SUPPORT CHANNEL DETAIL
LOCATIONS
SHEET CP202 FOR CHANNEL
FLUSH TO W10x60; SEE
SUPPORT CHANNEL, WELD
14" LONG, 1-5/8" CONDUIT
FOR CONDUIT ROUTING
CONDUIT ; SEE SHEET CP201
(1) 1-1/4" SCHED 80 PVC
SCALE: 1" = 1'-0"
C SUPPORT CHANNEL DETAIL
TYP
" 4
TYP
" 4
LOCATIONS
SHEET CP202 FOR CHANNEL
FLUSH TO W10x60; SEE
SUPPORT CHANNEL, WELD
14" LONG, 1-5/8" CONDUIT
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(3) 1-1/4" SCHED 80 PVC
SCALE: 1" = 1'-0"
D SUPPORT CHANNEL DETAIL
TYP
" 4
W10x60
W10x60
SCALE: 1" = 1'-0"
E SUPPORT CHANNEL DETAIL
LOCATIONS
SHEET CP202 FOR CHANNEL
FLUSH TO GUSSET PLATE; SEE
SUPPORT CHANNEL, WELD
30" LONG, 1-5/8" CONDUIT
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(2) 2" SCHED 80 PVC
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(3) 1-1/4" SCHED 80 PVC
A
A
TYP
" 4
CHANNEL LOCATIONS
SEE SHEET CP202 FOR
PLATE; TYPICAL EACH PLATE;
FLUSH TO VERTICAL STIFFENER
SUPPORT CHANNEL, WELD
20" LONG, 1-5/8" CONDUIT
FOR CLARITY
CONDUIT NOT SHOWN
PLATE
VERTICAL STIFFENER
SECTION A-A
LOCATIONS
SHEET CP202 FOR CHANNEL
FLUSH TO W10x60; SEE
SUPPORT CHANNEL, WELD
30" LONG, 1-5/8" CONDUIT
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(4) 1-1/2" SCHED 80 PVC
SCALE: 1" = 1'-0"
F SUPPORT CHANNEL DETAIL
TYP
" 4
FOR CONDUIT ROUTING
CONDUIT; SEE SHEET CP201
(1) 1-1/4" SCHED 80 PVC
VERIFY IN FIELD.
MEMBERS; LENGTH VARIES,
EXISTING RIBS/VERTICAL
(2) MC8X21.4 TO SPAN
TYP
" 4
TYP
" 4
STEEL PLATE
10"X20"X1/4"
TYP
" 4
10"X20"X1/4" STEEL PLATE
SKIN PLATE
VERIFY IN FIELD.
MEMBERS; LENGTH VARIES,
EXISTING RIBS/VERTICAL
(2) MC8X21.4 TO SPAN
SCALE: 1" = 1'-0"
G FRAME SIDE REFERENCE CELL DETAIL
W9X23 RIBS W9X23 RIB
MOUNTING DETAIL - FRONT VIEW
SHEET CP503 FOR DETAILS
FOR LOCATIONS; SEE DETAIL 2,
PROTECTION, SEE CP102 & CP103
REFERENCE CELL & CABLING
MOUNTING DETAIL - SIDE VIEW
TYP
" 4
ROUTING
CP201 FOR CONDUIT
PVC CONDUIT ; SEE SHEET
1-1/4" SCHED 80 (1)
SKIN PLATE
W9X23 RIBS W9X23 RIB
MOUNTING DETAIL - FRONT VIEW MOUNTING DETAIL - SIDE VIEW
SCALE: 1" = 1'-0"
H SUPPORT CHANNEL DETAIL
LOCATIONS
CP102 & CP103 FOR CHANNEL
VERTICAL RIBS; SEE SHEET
SUPPORT CHANNEL TO SPAN
28" LONG, 1-5/8" CONDUIT
LOCATIONS
CP102 & CP103 FOR CHANNEL
VERTICAL RIBS; SEE SHEET
SUPPORT CHANNEL TO SPAN
28" LONG, 1-5/8" CONDUIT
ROUTING
CP202 FOR CONDUIT
PVC CONDUIT ; SEE SHEET
1-1/4" SCHED 80 (1)
PIPE CAP
S U
P P
O R
T C
H A
N N
E L
D E
T A
IL
S
G A
T E
C O
N D
1. ANODES, REFERENCE CELLS, CONDUIT, AND
CONDUIT HARDWARE TO BE PURCHASED
AND INSTALLED UNDER THIS CONTRACT.
2. INSTALLATION AND CONNECTIONS OF
ANODES AND REFERENCE CELLS SHALL BE
IN STRICT ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS.
:GENERAL NOTES
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H
P O
IN
T
M O
B
IL
E A
L A
B A
M A
M O
B
IL
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IS
T
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A R
M Y
C O
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N G
IN
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E R
S U
.S
CP-204
J C
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-B
-0
W
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-C -0
H -4
-4
H
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THIS SHEET FOR DETAILS
BRACKETS; SEE DETAIL 1
(4) TYPE 1 ANGLED
TYP
" 4
TYP
" 4
SCALE: 1" = 1'-0"
A HINGE REFERENCE CELL DETAIL
MOUNTING DETAIL - ELEVATION VIEW
SECTION A-A
AA
THIS SHEET FOR DETAILS
BRACKETS; SEE DETAIL 2
(2) TYPE 2 ANGLED
STEEL PLATE
12"X16"X1/4"
CP503 FOR DETAILS
PROTECTION, SEE DETAIL 2, SHEET
REFERENCE CELL & CABLING
ROUTING
CP201 FOR CONDUIT
PVC CONDUIT ; SEE SHEET
1-1/4" SCHED 80 (1)
DETAILS
DETAIL 2 THIS SHEET FOR
TO VERTICAL W8X40; SEE
BRACKETS; WELD FLUSH
(2) TYPE 2 ANGLED
ENLARGED PLAN
1/2" CARBON STEEL BOLTS
TO ANGLED BRACKET WITH
SUPPORT CHANNEL; CONNECT
8" LONG, 1-5/8" CONDUIT
2 - 1/2" CARBON STEEL LOCK WASHERS
1 - 1/2" CARBON STEEL NUT
1 - 1/2" CARBON STEEL BOLTS
TYPICAL EACH BOLT HOLE:
CP503 FOR DETAILS
PROTECTION, SEE DETAIL 2, SHEET
REFERENCE CELL & CABLING
SHEET FOR DETAILS
SEE DETAIL 1 THIS
TO VERTICAL W8X40;
BRACKETS; WELD FLUSH
(4) TYPE 1 ANGLED
STEEL PLATE
12"X16"X1/4"
TYP
" 4
ROUTING
CP201 FOR CONDUIT
PVC CONDUIT ; SEE SHEET
1-1/4" SCHED 80 (1)
2 - 1/2" CARBON STEEL LOCK WASHERS
1 - 1/2" CARBON STEEL NUT
1 - 1/2" CARBON STEEL BOLTS
TYPICAL EACH BOLT HOLE:
" BOLT HOLES2
TO JUNCTION BOX
DETAILS
DETAIL 2 THIS SHEET FOR
TO VERTICAL W8X40; SEE
BRACKETS; WELD FLUSH
(2) TYPE 2 ANGLED
1/2" CARBON STEEL BOLTS
TO ANGLED BRACKET WITH
SUPPORT CHANNEL; CONNECT
8" LONG, 1-5/8" CONDUIT
2 - 1/2" CARBON STEEL LOCK WASHERS
1 - 1/2" CARBON STEEL NUT
1 - 1/2" CARBON STEEL BOLTS
TYPICAL EACH BOLT HOLE:
SCALE: 3" = 1'-0"
1 TYPE 1 ANGLED BRACKET
FRONT
ISOMETRIC
SCALE: 3" = 1'-0"
2 TYPE 2 ANGLED BRACKET
FRONT ISOMETRIC
" BOLT HOLE2
" BOLT HOLES2
TOP
TOP
S U
P P
O R
T C
H A
N N
E L
D E
T A
IL
S
G A
T E
C O
N D
L
IC
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IO
N N
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D E
S
IG
N E
D B
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D E
S C
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IP
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N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
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N E
W O
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E A
N S
D
IS
T R
IC
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A R
M Y
C O
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S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
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R O
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T R
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C A
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IS
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M O
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L A
B A
M A
M O
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C O
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F E
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E R
S U
.S
CP-205
1. ANODES, REFERENCE CELLS, CONDUIT, AND
CONDUIT HARDWARE TO BE PURCHASED
AND INSTALLED UNDER THIS CONTRACT.
2. INSTALLATION AND CONNECTIONS OF
ANODES AND REFERENCE CELLS SHALL BE
IN STRICT ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS.
:GENERAL NOTES
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SCALE: 1" = 1'-0"
A CABLE CROSS-OVER
3/8" ANCHOR BOLT
A
A
FACE OF CONCRETE
PLATE
1/4" STEEL DIAMOND TREAD
C9X13.4 STEEL CHANNEL
ROUTING
SHEET CP201 FOR CONDUIT
(4) 1-1/2" CONDUIT; SEE
SPACING
MORTAR; SEE PLAN FOR
TWO-COMPONENT ADHESIVE
INSTALLED w/ INJECTABLE
3/8" 316SS ANCHOR BOLT,
SECTION A-A
IM
B
E D
M
IN
CONCRETE WALKWAY
TYP
"4
D E
T A
IL
S E
C T
IO
N
G A
T E
C A
B L
E C
R O
S S
-O V
L
IC
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D E
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A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
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N E
W O
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E A
N S
D
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T R
IC
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A R
M Y
C O
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S O
F E
N G
IN
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E R
S U
.S
S E
C T
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G A
T E
R E
P L
A C
E M
E N
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C O
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R O
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T R
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C A
T F
IS
H
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L A
B A
M A
M O
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C O
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CP-206
1. ALL DIMENSIONS ARE APPROXIMATE; CABLE
CROSS-OVER TO BE FIELD CONSTRUCTED
TO ENSURE ALIGNMENT WITH CONDUIT
ROUTING AND TO AVOID INTERFERENCE
WITH GATE WALKWAY AND OTHER
EQUIPMENT
2. ALL HARDWARE THAT COMES IN CONTACT
WITH CONCRETE SHALL BE 316SS.
3. CONTRACTOR SHALL FABRICATE AND
INSTALL THE CABLE CROSS-OVER SHOWN
ON THIS DRAWING.
:GENERAL NOTES
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C6X10.5
C6X10.5
W10X60 FCM
W10X60 FCM
MC8X21.4
CHANNEL
CHANNEL TO
2 - 1/2" CARBON STEEL LOCK WASHERS
1 - 1/2" CARBON STEEL NUT
1 - 1/2" CARBON STEEL BOLT
TYPICAL EA. BOLT HOLE:
SCALE: 1-1/2" = 1'-0"
2 TYPICAL MOUNTING ASSEMBLY ELEVATION
MOUNTING DETAIL - SIDE VIEW
W10X60 FCM
C6X10.5
C6X10.5
W10X60 FCM
MC8X21.4
MC8X21.4
ANODE
ANODE
BRACKET 'TYPE A' - PLAN VIEW BRACKET 'TYPE B' - PLAN VIEW
HOLES
CHANNEL TO CHANNEL
MC8X21.4
C6X10.5
C6X10.5
SCALE: 3" = 1'-0"
1 BRACKET DETAILS
CHANNEL TO CHANNEL
MC8X21.4
ANODE
ANODE
BRACKET 'TYPE B'
BRACKET 'TYPE A'
HOLES
A S
S E
M B
L Y
D E
T A
IL
S
B R
A C
K E
T S
A N
D M
O U
N T
IN
G
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
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N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
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S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
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C O
N T
R O
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T R
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C A
T F
IS
H
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IN
T
M O
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E A
L A
B A
M A
M O
B
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A R
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C O
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F E
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IN
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E R
S U
.S
CP-501
INSTALLED UNDER THIS CONTRACT.
CONDUIT HARDWARE TO BE PURCHASED AND
ANODES, REFERENCE CELLS, CONDUIT, AND
STRUCTURES SECTION.
SPECIFIED IN PAINTING: HYDRAULIC
CHANNELS, ETC.) SHALL BE PAINTED AS
ALL OTHER COMPONENTS (BRACKETS, 2.
1.
:NOTES
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-1
-B
-0
W
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-2
-C -0
H -4
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O C
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SCALE: 12" = 1'-0"
G FRP FLATTIE
SKIN PLATE
BOTTOM OF
BOTTOM OF STEEL CHANNEL
BOTTOM OF 5' ANODE
BOTTOM MOUNTING ASSEMBLY
CENTER OF 5' ANODE
TOP OF 5' ANODE
BOTTOM OF 5' ANODE
TOP OF 5' ANODE
BOTTOM MOUNTING ASSEMBLY
CENTER OF 5' ANODE
BOTTOM MOUNTING ASSEMBLY
CENTER OF 5' ANODE
TOP MOUNTING ASSEMBLY
CENTER OF 5' ANODE
TOP OF STEEL CHANNEL
7' HSCI ANODE
7' HSCI ANODE
CONDUIT
SCHEDULE 80
1-1/4" PVC
CONDUIT ROUTING
BOX; SEE SHEET CP201 FOR
CONTINUE ON TO JUNCTION
LOCATIONS AS NECESSARY.
ARE FOUND, ADJUST MOUNTING
OF THE SKIN PLATE. IF CONFLICTS
MEMBERS ON THE INTERIOR SIDE
GIRDERS, AND OTHER STRUCTURAL
NOT CONFLICT WITH DIAPHRAGMS,
ANGLE MOUNTING LOCATIONS WILL
1. BEFORE FABRICATION, VERIFY
:NOTES
A
CP502
B
CP502
VIEW, THIS SHEET
SEE ENLARGED PLAN
WITH STEEL TUBING CLAMP.
SECURE LOOP TO CHANNEL
RADIUS TO AVOID PINCHING.
LOOP CABLE IN SMOOTH
HSCI ANODE
CABLE
#6 PVDF/HMWPEFRP FLATTIE
U-BOLT
THIS SHEET.
DETAIL G,
SPACER. SEE
FRP FLATTIE
SADDLES
FRP 180
ENLARGED PLAN VIEW
FOR CROSS-SECTIONAL VIEWS
2. SEE DETAIL A & B, SHEET CP-503
1. CABLE CLAMPS NOT SHOWN.
:NOTES
LOCATION
TO RECTIFIER
AND LOOPED BACK
(THROUGH ANODES),
CABLE CONTINUOUS
#6 PVDF/HMWPE
INSULATED U-BOLT
1/2" 316 SS
TUBULAR ROD ANODE
2.2" DIAMETER HSCBCI
FRP FLATTIE
1/8" THICK
SHEET)
(SEE DETAIL G, THIS
FRP FLATTIE SPACER
2" WIDE, 3/8" THICK
EPOXY COATING.
BELZONA 1111, OR EQUAL
WASHERS WITH PC-11,
NUTS, U-BOLTS, AND
COAT ALL EXPOSED METAL
AFTER ANODE INSTALLATION,
IN BLACK.
OVER ALL FRP SEAMS, AS INDICATED
BETWEEN ALL FRP MATERIALS AND
AND FRP FLATTIES. ALSO APPLY EPOXY
BETWEEN COATED STEEL SURFACES
STEEL CHANNEL INTERIOR SURFACES IN
1111, OR EQUAL EPOXY PASTE TO ALL
INSTALLATION, APPLY PC-11, BELZONA
PRIOR TO ANODE AND U-BOLT
ANODE
SADDLES AROUND
2" WIDE FRP 180
ANODE SUPPORT LENGTH.
ENTIRE 2" LONG ROD
AROUND U-BOLT FOR THE
FLATTIE SPACER, AND
WIDE FRP SADDLES, 3/8"
EPOXY PASTE BETWEEN 2"
BELZONA 1111, OR EQUAL
LOCATIONS, APPLY PC-11,
AT ANODE ATTACHMENT
FRP FLATTIE
1/4" THICK
SCALE: 12" = 1'-0"
A CROSS-SECTIONAL VIEW OF ANODE ASSEMBLY
STEEL CHANNEL)
MC8X21.4 (8"X3.5"
FRP FLATTIE
1/8" THICK
FRP FLATTIE
1/4" THICK
FRP FLATTIE
1/4" THICK
AS INDICATED IN BLACK.
OVER ALL FRP SEAMS,
ALL FRP MATERIALS AND
APPLY EPOXY BETWEEN
AND FRP FLATTIES. ALSO
COATED STEEL SURFACES
SURFACES IN BETWEEN
CHANNEL INTERIOR
PASTE TO ALL STEEL
1111, OR EQUAL EPOXY
APPLY PC-11, BELZONA
BOLT INSTALLATION,
PRIOR TO ANODE AND U-
NOTE: AT LOCATIONS BETWEEN U-BOLTS
SCALE: 12" = 1'-0"
B CROSS-SECTIONAL VIEW OF ANODE ASSEMBLY
MANUF.
AND SEALED FROM
SHOULD BE FILLED
INTERIOR OF ANODE
STEEL CHANNEL)
MC8X21.4 (8"X3.5"
SPACED @ 36" O.C.
NUT, & WASHER
HEX HEAD BOLT,
FIBERGLASS FLANGED
CLAMP w/ 1/4"
1/2" STEEL TUBING
SPACED @ 36" O.C.
NUT, & WASHER
HEX HEAD BOLT,
FIBERGLASS FLANGED
CLAMP w/ 1/4"
1/2" STEEL TUBING
LOCATION
TO RECTIFIER
AND LOOPED BACK
(THROUGH ANODES),
CABLE CONTINUOUS
#6 PVDF/HMWPE
MANUF.
AND SEALED FROM
SHOULD BE FILLED
INTERIOR OF ANODE
S O
L
IC
IT
A
T
IO
N N
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D E
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K
D A
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S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
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N E
W O
R L
E A
N S
D
IS
T R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
S E
C T
O R
G A
T E
R E
P L
A C
E M
E N
T
C O
N T
R O
L S
T R
U C
T U
R E
C A
T F
IS
H
P O
IN
T
M O
B
IL
E A
L A
B A
M A
M O
B
IL
E D
IS
T
R
IC
T
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S U
.S
C H
A N
N E
L
B R
A C
K E
T
M O
U N
T
IN
G A
S S
E M
B L
Y
D E
T A
IL
S
CP-502
J C
P
N J D
W J K
R M
F W
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-1
-B
-0
W
P
-2
-C -0
H -4
-4
O C
T O
B E
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H C
P -5
.d g n
A N
S I
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A
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TYP
TYP
"8
"4
MUST BE PAINTED.
CAPS. ALL PIPE INTERIORS
STEEL PIPE WITH 6" FRP PIPE
SHALL BE 6" SCHEDULE 40
NOTE: ALL ANODE PROTECTORS
6" FRP PIPE CAP.
SKIN PLATE
PIPE CAP. (SEE NOTE BELOW)
PIPE THREADED TO RECEIVE
TO 6" SCHEDULE 40 PIPE.
THREAD-O-LET WELDED
WELDING IS COMPLETED.
EXTERIOR AFTER ALL
PAINT INTERIOR AND
PRIOR TO COATING.
WELDED TO STRUCTURE
6" SCHEDULE 40 STEEL PIPE
SECTION C-C' - PLAN VIEW
TYP
"4
SKIN PLATE
UPSTREAM SIDE OF
PLATE ANODE
TYPICAL SKIN
TYP
"8
BE PAINTED.
PIPE INTERIORS MUST
FRP PIPE CAPS. ALL
STEEL PIPE WITH 6"
BE 6" SCHEDULE 40
PROTECTORS SHALL
NOTE: ALL ANODE
6" FRP PIPE CAP.
STEEL PIPE
6" SCHEDULE 40
PIPE CAP. (SEE NOTE BELOW)
PIPE THREADED TO RECEIVE
TYP
"4
SKIN PLATE
UPSTREAM SIDE OF
CELL
PLATE REFERENCE
TYPICAL SKIN
40 PIPE.
WELDED TO 6" SCHEDULE
1-1/4" THREAD-O-LET
C
C
STEEL PIPE
6" SCHEDULE 40
40 PIPE.
WELDED TO 6" SCHEDULE
1-1/4" THREAD-O-LET
C
SECTION - SIDE VIEW
TYPICAL ANODE CROSS
CROSS SECTION - SIDE VIEW
TYPICAL REFERENCE CELL
SEALING COMPOUND.
RECEIVE WATER TIGHT
PENETRATION TO
PENETRATION;
ASSEMBLY
PLATE FOR ANODE
HOLE THRU SKIN
0.062 FEED THROUGH
1.125" DIA. +0.0/-
LOCATIONS.
FOR BOLT
CP102 & CP103
PLATE. SEE SHEET
WELDING TO SKIN
1/8" AFTER STUD
1/2" - 13 X 1-
MOUNTING STUDS.
THREADED STEEL
PURCHASED, FULLY
1.25" AS
(6) 1/2" - 13 X
SEALING COMPOUND.
RECEIVE WATER TIGHT
PENETRATION TO
PENETRATION;
ELECTRODE ASSEMBLY
PLATE FOR
HOLE THRU SKIN
0.062 FEED THROUGH
1.125" DIA. +0.0/-
LOCATIONS.
FOR BOLT
CP102 & CP103
PLATE. SEE SHEET
WELDING TO SKIN
1/8" AFTER STUD
1/2" - 13 X 1-
MOUNTING STUDS.
THREADED STEEL
PURCHASED, FULLY
1.25" AS
(4) 1/2" - 13 X
FOR LOCATIONS
PLATE; SEE CP102
FRAME SIDE STEEL
SKIN PLATE OR
SKIN ANODE CABLING PROTECTION1
NTS
SKIN REFERENCE CELL CABLING PROTECTION2
NTS
C A
B L
IN
G
P R
O T
E C
T
IO
N D
E T
A
IL
S
S K
IN
A
N O
D E
A N
D R
E F
E R
E N
C E
C E
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
N E
W O
R L
E A
N S
D
IS
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.S
CP-503
SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
7. INSTALLATION AND CONNECTIONS OF ANODES AND REFERENCE CELLS
AND MOISTURE OUT.
(NOTE 3 ABOVE), THEN INSTALL A 1-1/4" FRP THREADED PLUG TO KEEP RAIN
SCHEDULE 80 CONDUIT. ONCE THREADED, COAT WITH THREAD SEALANT
6. TYPICAL FOR THREAD-O-LETS: SHALL BE THREADED TO RECEIVE 1-1/4"
#11-T, OR EQUAL.
5. FRP 6" PIPE CAPS TO BE INDUSTRIAL FIBERGLASS SPECIALTIES, INC. FIGURE
OTHERS.
ONE THAT IS EASILY REMOVED FOR WHEN ANODES ARE INSTALLED BY
KEEP MOISTURE FROM CORRODING METAL. SEALING COMPOUND SHALL BE
4. SKIN PENETRATIONS: FILL WITH WATER TIGHT SEALING COMPOUND TO
CORRODING METAL.
RECTORSEAL T PLUS 2 THREAD SEALANT TO KEEP MOISTURE FROM
3. AFTER PAINTING, TYPICAL FOR ALL THREADED AREAS: COAT WITH
PREVENT GATE COATING MATERIAL FROM ADHERING TO THE THREADS.
2. PRIOR TO PAINTING, PROTECT ALL THREADED AREAS WITH TAPE TO
OTHERS.
1. ANODES AND REFERENCE CELLS TO BE PURCHASED AND INSTALLED BY
:NOTES
A N
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AFF
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BKR
BLDG
C
CKT
DB
DP
FSS
FT
GFCI
GRS
JB
KVA
KW
LFMC
MCC
MH
MLO
NEC
NFSS
NTS
PB
PH
PNL
PNLB
PRI
RMC
SEC
SP
SPECS
SW
TVSS
V
WP
XFMR
AMPERES
ABOVE FINISHED FLOORS
AUTOMATIC TRANSFER SWITCH
BREAKER
BUILDING
CONDUIT
CIRCUIT
DIRECT BURIAL
DOUBLE P0LE
FUSIBLE SAFETY SWITCH
FOOT, FEET
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
JUNCTION BOX
KILO VOLT-AMPERES
KILOWATT
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
MOTOR CONTROL CENTER
MOUNTING HEIGHT
MAIN LUG ONLY
NATIONAL ELECTRICAL CODE
NON-FUSIBLE SAFETY SWITCH
NOT TO SCALE
PULL BOX
PHASE
PANEL
PANELBOARD
PRIMARY
RIGID METAL CONDUIT
SECONDARY
SINGLE POLE
SPECIFICATIONS
SWITCH
TRANSIENT VOLTAGE SURGE SUPPRESSOR
VOLT
WEATHERPROOF
TRANSFORMER
JB
FIXTURE - FLUORESCENT - CEILING MOUNT
UNDERGROUND CONDUIT
HOMERUN TO PANEL/PANELBOARD - STICK MARK INDICATES NUMBER
S
S3
SINGLE POLE TOGGLE LIGHTING SWITCH
THREE-WAY TOGGLE LIGHTING SWITCH
J
S
J
F
ATS
ABBREVIATIONS:
JUNCTION BOX
STANDBY GENERATOR
AUTOMATIC TRANSFER SWITCH
DRAWING NOTE
GENERAL NOTES:
MAIN DISCONNECT SWITCH
GRD, G
N NEUTRAL
1 ;
CIRCUIT BREAKER
GFCI, WP
CABLE NAME, SEE CABLE SCHEDULE
GROUND ROD, COPPER CLAD, SIZE AS INDICATED
3#6, #10GRD, 1"C
3/C#12 W/GRD, 3/4"C
SYMBOL DESCRIPTION
EMT ELECTRICAL METALLIC TUBING
E
UNDER GROUND ELECTRIC
AIC AMPERES INTERRUPTING CAPACITY
GEN
G
ELECTRICAL LEGENDS:
SWITCH - SINGLE POLE, MH = 48" AFF
OF CONDUCTORS PLUS GRD, 3/4"C UNLESS NOTED OTHERWISE
NON-FUSIBLE SAFETY SWITCH - RATING & MH AS INDICATED
FUSIBLE SAFETY SAFE - RATING AS INDICATED
PANELBOARD - 240/120V; SINGLE PHASE
WP= WEATHERPROOF)
DUPLEX RECEPTACLE - 20A - 125V (GFCI= GROUND FAULT CIRCUIT INTERRUPTOR
FIXTURE - HPS, HIGH MAST LIGHTING POLE MOUNT
FIXTURE - BUILDING INCANDESCENT, HPS - WALL MOUNT
UE
ELECTRIC LINE, OVER HEAD
GALVANIZED RIGID STEEL CONDUIT
MANHOLE NO.2
MDS
MH-2
C/C CENTER-TO-CENTER
M ELECTRIC METER
MULTI-CONDUCTOR CABLE (3) WITH GROUND IN 3/4" DIA. CONDUIT (TYPICAL)
3 SINGLE CONDUCTORS #6 AND 1 GROUND #10 IN 1" DIA. CONDUIT (TYPICAL)
BS BLACK STEEL
TBM TEMPORARY BENCH MARK
WITH THE LOCKMASTER.
2. CONTRACTOR SHALL COORDINATE THE POWER SHUT DOWN AND RECONNECTION STAGE
THE NATIONAL ELECTRICAL CODE-NFPA 70.
1. ALL ELECTRICAL WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST ISSUE OF
P2
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SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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R S of Engineers
US Army Corps
New Orleans District
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STORAGE
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OFFICE
GATE STRUCTURE NO.1
GATE STRUCTURE NO.2
NOTES:
SCALE: 1"= 20'-0"
ELECTRICAL SITE PLAN, PHASE 1
TOWER
GATE CONTROL
BLDG
GENRATOR
MANHOLE NO.1
EXISTING ELECTRICAL
SHOP BUILDING
U E
PLATFORM
BOAT DOCKING
CABINET
ELECTRICAL
EXISTING
CABINET
ELECTRICAL
EXISTING
EXISTING MANHOLE
EXISTING 8-2" PVC CONDUITS TO
EXISTING 8-2" HDPE CONDUITS
GATE CONTROL TOWER
EXISTING CONDUIT DUCTBANK TO
HANDHOLE
ELECTRICAL
EXISTING
EXISTING UTILITY PULL BOX
EXISTING UTILITY PULL BOX
EXISTING UTILITY PULL BOX
EXISTING 2-2" PVC CONDUITS
RUN 2-2" PVC COATED RGS CONDUITS
ELEVATED STAND).
DRAWINGS FOR NEW NEMA 4X POWER AND CONTROL PANEL WITH
LINE AND CONTROLS DRAWINGS FOR GO BYS AND SEE STRUCTUAL
AT EXISTING CONTROL CABINET AND REPLACE WITH NEW (SEE ONE
2. CONTRACTOR SHALL DEMO ALL OLD ELECTRICAL AND CONTROLS
CONTINOUS FEED.
CABLES TO THE MOTOR CONTROLLERS SHALL BE ON
4. NO CABLE SPLICE SHALL BE ALLOWED IN PULL BOXES.
TO PVC CONDUIT RGS AT THE STRUCTUR WALL.
CONDUITS SHALL TRANSITION FROM UNDERGROUND PVC
EXPOSED CONDUIT SHALL BE PVC COATED RGS.
3. UDERGROUND CONDUITS SHALL BE PVC SCHEDULE 80.
INSIDE CONTROL HOUSE.
1. CONTRACTOR SHAL LOCATE NEW OPERATOR CONTROL PANELS
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SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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US Army Corps
New Orleans District
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IDENTIFICATION
SHEET
D A
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A P
P R
®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 of Engineers
US Army Corps
New Orleans District
N E
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SCALE: NO SCALE
ELECTRICAL RISER DIAGRAM
MC#1
#6 CU
HPU
(CROSSOVER DUCTS)
GATE STRUCTURE - 1
MPC-1
10HP
PANEL PP
NFDS
100A
GATE STRUCTURE - 2
2 AND 3 TO NEW POWER PANEL.
1. CONTRACTOR SHALL RE-WIRE EXISTING FEEDS TO STRUCTURE
NOTES
MC#2
LCP
5 6
3 9
MPC-2
10HP
MC#2
LCP
11 12
(CROSSOVER DUCTS)
MPC-3
10HP
MC#2
LCP
17 18
MPC-4
10HP
MC#2
LCP
GATE STRUCTURE - 3
(CROSSOVER DUCTS)
MPC-5
10HP
MC#2
LCP
29 30
27 33
WIRE TROUGH #6
MPC-6
10HP
MC#2
LCP
35 36
23 24
25 26
CONTROL CABINET #1 CONTROL CABINET #2
CONTROL CABINET #3 CONTROL CABINET #4
CONTROL CABINET #5 CONTROL CABINET #6
WIRE TROUGH #5
WIRE TROUGH #3 WIRE TROUGH #4
WIRE TROUGH #1 WIRE TROUGH #2
PHASE 1, SEE NOTE 2
PHASE 2, SEE NOTE 2
OF THIS CONTRACT.
2. ONLY WORK LABELED AS PHASE 1 TO COMPLETED AS PART
E-004
P A
N E
L B
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A N
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T
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C H
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U L
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NOTE:
CABINETS.
MINI POWER CENTER (MPC) OR APPROVED EQUAL IN EACH CONTROL
1. CONTRACTOR SHALL PROVIDE EATON'S MODEL # P48G11S0718CUB
A
2 1
TRIP
AMPS SERVES NO.
CKT.
TRIP
AMPS
SERVES
CKT.
NO.
CONTROL CABINET
SPARE
STRUCTURE LIGHTS
RECEPTACLES
20 20
MOTORS HEATERS
B
109 SPACE
MPC-1
7.5
SSCR:
NUMBER OF PHASES
NEUTRAL BUS
GROUND BAR
MOUNTING
10kA
Y
Y
SURFACE
PANEL NAME
SECONDARY VOLTAGE
POWER CENTER KVA RATING
MAIN CB (PRIMARY)
MAIN CB (SECONDARY)
AMPS
TRIP
PANEL
CKT.
NO.
TRIP
AMPSSERVES
MINIMUM INTERRUPTING RATINGPHASE WIRE, 60 HZ.
BUS
L1 L2L3
SERVES
AMPS
TRIP
NO.
CKT.CKT.
NO.
TRIP
AMPSSERVES
NEMA
VOLTS
MAIN
17 18
1 2
3 4
5 6
L1 L2L3
MLO
100A
10,000 AIC
4X
SPACE
SPACE
PP
STRUCTURE-1 STRUCTURE-250 50
TVSS
SPARE
STRUCTURE-3
SPACE
SPACE
SPACE
SPACE
SPARE
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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R S of Engineers
US Army Corps
New Orleans District
N E
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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R S of Engineers
US Army Corps
New Orleans District
N E
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OPERATOR INTERFACE PANEL
TO BE LOCATED IN CONTROL HOUSE
OPEN
G
HPU MOTOR
PRI ALT
CLOSED EMER STOP
R
OFF
OPEN CLOSE
OPEN
G
CLOSED
R
OFF
OPEN CLOSE
12" MAX.
D1
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WEST EAST
DEVICES (TYPICAL)
30MM, DUST-TIGHT, OIL-TIGHT
ENCLOSURE
STAINLESS STEEL
WEST GATE CONTROL
EAST GATE CONTROL
WEST GATE CONTROL
EAST GATE CONTROL
EAST GATE CLOSED
EAST GATE OPEN
WEST GATE CLOSED
WEST GATE OPEN
EAST GATE CLOSED
EAST GATE OPEN
WEST GATE CLOSED
WEST GATE OPEN
J O
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J R
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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IN
E E
R S of Engineers
US Army Corps
New Orleans District
N E
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G D
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R A
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E-102
S E
C T
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G A
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MOTOR CIRCUIT
H
480/3/60
A HC
CONTACTOR
480V:120V
C.P.T.
E PRI MTR
E ALT MTR
W PRI MTR
W ALT MTR
W PRI MTR
W ALT MTR
E PRI MTR
E ALT MTR
PROTECTOR
OL
HIGH OIL TEMP.
COVER OF ENCLOSURE
H-O-A SWITCH ON
OF ENCLOSURE
LED INDICATOR ON COVER
OVERLOAD RELAY
SOLID STATE
ENCLOSURE
CONTROLLER
MOTOR
120/1/60
LOW OIL LEVEL
HEATERPUMP MOTOR
HPU PRIMARY
AUX CONTACT
(EAST AND ALTERNATE MOTORS SIMILAR)
W PRIMARY MOTOR CONTROL WIRING DIAGRAM
E EMER STOP P.B. W EMER STOP P.B.
WPMRUN-1
J O
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M A
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N
C O
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R A
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N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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 of Engineers
US Army Corps
New Orleans District
N E
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G
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G R
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S
E-103
20A
R
G
H N
120 VAC
15A
SA
5A
R
OPEN CLOSE
R
OFF
R
R
R
PRIMARY ALTERNATE
R
R
OPEN CLOSE
R
OFF
G
R
G
R
MECH LIMIT SW. (OPEN)
MECH LIMIT SW. (CLOSED)
TR
R
R
R
R
R
(TYP.)
SURGE ARRESTOR
CONTROLS.
MANUFACTURE TO REPLACE SOME PARTS ON THE HPU
A GO BY. CONTRACTOR WILL HAVE TO WORK WITH HPU
PLC ARE NOT TO BE USED. THIS DRAWINGS SERVE AS
CONTROLS TO OPERATED THE NEW GATE MACHINERY.
CONTRACTOR SHALL PROVIDE AND INSTALL HARD WIRE
MINIMUM OF 5A AT 120-VOLTS AC.
INDICATOR, MANUAL OVERRIDE, AND CONTACTS RATED A
MINITURE, DIN-MOUNTED CONTROL RELAY WITH LED
0-5 SECOND ADJUSTABLE TIME DELAY RELAY.
DIN-RAIL MOUNT, 15-, 120-VOLT DUPLEX RECEPTACLE.
SPECIFIC NOTES
SCALE: NONE
TR
10A
DC PWR
SUPPLY
DC UPS
BATTERIES
(UPS+) (UPS-)
PS1
FILTER DIRTY
1 SUPPLY PUMP
R
PS1-1
R
PS1
PS2
FILTER DIRTY
2 SUPPLY PUMP
R
PS2-1
R
PS2
PS3
DIRTY
RETURN FILTER
R
PS3-1
R
PS3
24VDC LINEAR POWER SUPPLY
202151 5022
PROPORTIONAL VALVE
109 209
107 207
SV3
SV4
10A
H E
-1 .D
G N
EAST AC POWER AVAILABLE
EASTACPWR
EASTGCSV-3
EASTGOSV-3
EASTPRSV-1
EASTGOSV-4 EASTGCSV-4
EAST GATE CONTROL WIRING DIAGRAM
EASTGO-1
EAST GATE OPEN
EASTGC-1
EAST GATE CLOSED
EASTPRISEL
EASTALTSEL
EASTOPNEAST
EASTCLSEAST
EASTEAST
EASTOLS
EASTOLS
EASTCLS
EASTCLS
EASTOPNEAST-1 EASTOLS-1 EASTGCSV-1 EASTGOSV
EASTGCSVEASTGOSV-1EASTCLS-1EASTCLSEAST-1
EASTGOSV-2 EASTPRISEL-1 EASTPMRUN
EASTAMRUNEASTALTSEL-1EASTGCSV-2
EASTPRSV
EASTOLS-3 EASTGO
EASTCLS-3 EASTGC
WEST GATE OPEN
WESTGO-2
WESTGC-2
WEST GATE CLOSED
WEST WEST
EASTOPNWEST
EASTCLSWEST
WESTCLSEAST-2
WESTOPNNE-2
E A
S T
G A
T E
C O
N T
R O
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J O
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P
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J R
J P
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P A
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W P
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H -4
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D A
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M A
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D E
S C
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IP
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IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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 of Engineers
US Army Corps
New Orleans District
N E
W O
R L
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N S
D
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T R
IC
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N E
W O
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IN
G S
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G
D
IA
G R
A M
S
E-104
20A
R
G
H N
120 VAC
15A
SA
2A GL-2
RL-2
TRAFFIC LIGHT
5A
R
OPEN CLOSE
R
OFF
R
R
G
R
TRAFFIC LIGHT
G
R
R
PRIMARY ALTERNATE
R
R
OPEN CLOSE
R
OFF
G
R
G
R
MECH LIMIT SW. (OPEN)
MECH LIMIT SW. (CLOSED)
TR
R
R
R
GL
R
RL-1
RL
R
GL-1
R
R
TR
(TYP.)
SURGE ARRESTOR
MINIMUM OF 5A AT 120-VOLTS AC.
INDICATOR, MANUAL OVERRIDE, AND CONTACTS RATED A
MINITURE, DIN-MOUNTED CONTROL RELAY WITH LED
0-5 SECOND ADJUSTABLE TIME DELAY RELAY.
DIN-RAIL MOUNT, 15 AMP, 120-VOLT DUPLEX RECEPTACLE.
SPECIFIC NOTES
SCALE: NONE
10A
DC PWR
SUPPLY
DC UPS
BATTERIES
(UPS+) (UPS-)
24VDC LINEAR POWER SUPPLY
202151 5022
PROPORTIONAL VALVE
109 209
107 207
SV3
SV4
PS1
FILTER DIRTY
1 SUPPLY PUMP
R
PS1-1
R
PS1
PS2
FILTER DIRTY
2 SUPPLY PUMP
R
PS2-1
R
PS2
PS3
DIRTY
RETURN FILTER
R
PS3-1
R
PS3
10A
WESTACPWR
WEST AC POWER AVAILABLE
WESTGCSV-3
WESTGOSV-3
WESTPRSV-1
WESTGOSV-4 WESTGCSV-4
WEST GATE CONTROL WIRING DIAGRAM
WESTCLS
WESTOLS
WESTCLS
WESTOLS
WEST WEST
WESTCLSWEST
WESTOPNWEST
WESTALTSEL
WESTPRISEL
WESTGO-1
WESTGC-1
WEST GATE CLOSED
WEST GATE OPEN
WESTGOSVWESTGCSV-1WESTOLS-1WESTOPNWEST-1
WESTCLSWEST-1WESTCLS-1WESTGOSV-1 WESTGCSV
WESTPMRUNWESTPRISEL-1WESTGOSV-2
WESTGCSV-2 WESTALTSEL-1 WESTAMRUN
WESTPRSV
WESTOLS-4
WESTOLS-5
WESTOLS-3
WESTCLS-3
WESTGO
WESTGC
W E
S T
G A
T E
C O
N T
R O
L
EASTOLS-5
EASTOLS-4
EASTCLSWEST-2
EASTOPNWEST-2
EASTGO-2
EAST GATE OPEN
EASTGC-2
EAST GATE CLOSED
EAST EAST
WESTOPNEAST
WESTCLSEAST
J O
H N
P
V
IT
IT
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J R
J P
V J R
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P A
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S-101
A N
D E
L E
V A
T
E V
A T
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P L
A T
F O
R M
P L
SCALE: 1"=1'-0"
0 1' 2' 3'
THE RFI.
APPROVAL. ANY PROPOSED CHANGES SHALL BE INCLUDED WITHIN
REQUEST FOR INFORMATION (RFI) FOR USACE REVIEW AND
REQUIRED, THE CONTRACTOR SHALL SUBMIT AN OFFICIAL
MEMBERS FOR THE ELEVATED PLATFORM. IF CHANGES ARE
PRIOR TO PROCUREMENT AND INSTALLATION OF THE STRUCTURAL
3. THE CONTRACTOR SHALL VERIFY ELECTRICAL PANEL DETAILS
AND APPROVED BY USACE.
PLATFORM AS REQUIRED. DESIGN CHANGES SHALL BE REVIEWED
2. THE CONTRACTOR SHALL FIELD FIT THE ELEVATED STEEL
IN THE FIELD.
APPROVAL SHALL BE REQUIRED BY USACE, PRIOR TO INSTALLATION
CONSTRUCTION OF THE STEEL ANCHOR BOLTS. REVIEW AND
1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DESIGN AND
NOTES:
IDENTIFICATION
SHEET
IDENTIFICATION
SHEET
J D
L J E
R E
M Y
D
L A
S T
E R
D G
L Y
N N
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S -1
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D E
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2 3
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A
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M A
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D A
T E
M A
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D E
S C
R
IP
T
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N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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 of Engineers
US Army Corps
New Orleans District
N E
W O
R L
E A
N S
D
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T R
IC
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N E
W O
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IA
N A
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T A
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A T
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G S
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1'-0"
EL. 8.5
TOP OF CONCRETE, EL. 6.00~
"16
2'-7
4'-1"
2'-0"
ELEVATION VIEW
" = 1'- 0''1SCALE:
FRONT VIEW
" = 1'- 0''1SCALE:
C4
(TYP.)
"16
TOP OF ELECTRICAL PANEL, EL. 15.62
TOP OF STEEL PLATFORM FLOOR, EL. 9.5
"2
1'-7
C6x8.2
"16
2'-8 "4
3'-2
S-102
A4
S-102
C2
S-102
(TYP.)
PIPE SUPPORT
4" DIAMETER
DRAWINGS FOR DETAILS
(REFER TO ELECTRICAL
ELECTRICAL PANEL
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