128624-Olm Backup Drawings - Certified Final.pdf
PDF 27 MB Posted
- Solicitation number
- W912QR24R0073
About this file
This document is a Solicitation for the Olmsted Lock and Dam Backup Operation System project in Olmsted, Illinois. The Department of the Army Corps of Engineers Engineering District Louisville is seeking to procure two (2) portable hydraulic power units with a pump-motor group to operate the hydraulic cylinders at the Olmsted Lock and Dam. The contractor will be responsible for providing the power units, which must meet specific design parameters and space limitations, as well as for all planning, programming, administration, management, supervision, communications, and inspection necessary to complete the work in accordance with the contract requirements and applicable laws and regulations. Pricing should include mobilization, demobilization, fuel, labor, material, and equipment. The power units will be installed on a skid steer towable trailer for ease of use during emergencies.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912QR24R0073 Amendment 0003.pdf | ||
| W912QR24R0073 Pre-Bid Signin Sheet_Redacted.pdf | ||
| W912QR24R0073 Amendment 0002.pdf | ||
| W912QR24R0073.pdf | ||
| W912QR24R0073 Amendment 0001.pdf |
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Text version
MOTOR CONTROL DIAGRAM E-602
ONE LINE DIAGRAM AND PANEL SCHEDULES E-601
ELECTRICAL DETAILS ELECTRICAL DETAILS E-501
CONTROL SHACK DETAIL CONTROL SHACK DETAIL E-401
ELECTRICAL LEGEND AND NOTES E-001
ELECTRICAL
PORTABLE HYDRAULIC UNIT SCHEMATICM-601
HYDRAULIC POWER UNIT M-502
DETAILS M-501
LOCK LAND WALL PARTIAL PLAN STA. 31+53.00 TO STA. 32+84.00M-119
LOCK LAND WALL PARTIAL PLAN STA. 30+52.00 TO STA. 31+08.00M-118
LOCK LAND WALL PARTIAL PLAN STA. 21+00.00 TO STA. 21+56.00M-117
LOCK LAND WALL PARTIAL PLAN STA. 18+36.00 TO STA. 19+69.00M-116
LOCK MIDDLE WALL PARTIAL PLAN STA. 31+46.50 TO STA. 32+84.00M-115
LOCK MIDDLE WALL PARTIAL PLAN STA. 30+22.00 TO STA. 31+08.00M-114
LOCK MIDDLE WALL PARTIAL PLAN STA. 29+96.00 TO STA. 30+52.00M-113
LOCK MIDDLE WALL PARTIAL PLAN STA. 21+56.00 TO STA. 22+12.00M-112
LOCK MIDDLE WALL PARTIAL PLAN STA. 21+00.00 TO STA. 22+31.00M-111
LOCK MIDDLE WALL PARTIAL PLAN STA. 18+36.00 TO STA. 19+69.00M-110
LOCK RIVER WALL PARTIAL PLAN STA. 31+53.00 TO STA. 32+84.00M-109
LOCK RIVER WALL PARTIAL PLAN STA. 30+22.00 TO STA. 31+53.00M-108
LOCK RIVER WALL PARTIAL PLAN STA. 21+00.00 TO STA. 22+31.00M-107
RIVER WALL DOWNSTREAM MITER GATE PIPING MODIFICATIONM-106
RIVER WALL UPSTREAM MITER GATE PIPING MODIFICATIONM-105
LAND WALL DOWNSTREAM MITER GATE PIPING MODIFICATIONM-104
LAND WALL UPSTREAM MITER GATE PIPING MODIFICATIONM-103
MIDDLE WALL UPSTREAM MITER GATE PIPING MODIFICATIONM-102
LOCK MIDDLE WALL DOWNSTREAM MITER GATE PIPING MODIFICATIONM-101
MECHANICAL
PLAN OF LOCKG-002
COVER SHEETG-001
GENERAL
SHEET DESCRIPTIONSHEET NUMBER
24" DIA PIPE
ELEV 326.51
E 1033364.76
N 325510.45
END CELL
6" CONDUIT
6" CONDUIT
C
UP
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4" D
RAI
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UP
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4" D
RAI
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E 1032692.76
N 324547.02
AD-4001
ELEV 274.2
E 1032751.26
N 324913.03
AD-4002
ELEV 312.6
E 1032764.79
N 325463.62
AD-4003
ELEV 319.8
E 1032775.36
N 325570.61
AD-4004
ELEV 336.4
E 1032790.51
N 325750.75
AD-4005
ELEV 344.9
E 1033156.08
N 326187.36
AD-4013
BOLLARDS
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MONO 3
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MONO 5
MONO 7
MONO 6
MONO 8
MONO 9
MONO 10
MONO 11
MONO 12
MONO 13
MONO 14
MONO 15
MONO 16
MONO 17
MONO 18
MONO 19
MONO 20
MONO 21
MONO 22
MONO 23
MONO 26
MONO 24
MONO 25
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M6L-1
M23L-4
M4R-11
M4R-2
M4R-3
M4R-4
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M4R-7
M4R-8
M4R-9
M4R-10
M23R-1
M23R-2
M24M-1
M6R-2
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M5M-25
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M26L-20
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N 326163.53
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36 STEEL culvert
INV ELEV 327.0310
24 STEEL culvert
INV ELEV 319.4390
24 STEEL culvert
INV ELEV 308.6720
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A73 A74
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A76 A77A78
A79 A80
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A85
A86
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A88
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A91 A92
A93 A94
A95
A96
A97
A98
A99 A100
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A102
A104
A105
A106
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A109 A110
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DRAWING SET.
ALL SHEETS INCLUDED IN THE FOLLOWING
INCLUDE DESIGNERS AND CHECKERS ON
SIGNATURES BELOW AND TO THE LEFT
MECHANICAL
DESIGNER: FIRST NAME LAST NAME
CHECKER: FIRST NAME LAST NAME
APPROVAL OF ALL DRAWINGS IN THIS SET.
OFFICIAL RECOMMENDATION AND
SIGNATURES AFFIXED BELOW INDICATE
APPROVAL RECOMMENDED: *
CERTIFICATION.
REVIEWS ARE COMPLETE, INCLUDING ITR/ATR
INDICATES DESIGN AND QUALITY CONTROL
*APPROVAL RECOMMENDED SIGNATURE
FIRST NAME LAST NAME, PE/RA
TECHNICAL LEAD
CHIEF, ENGINEERING DIVISION
IAN F. MITCHELL, PE
ER 1110-1-8152.
SIGNATURES ARE REQUIRED BY
THE SCOPE OF THIER EMPLOYMENT.
THESE DOCUMENTS ARE OPERATING WITHIN
REGISTRATION DESIGNATIONS APPEAR ON
INDIVIDUALS WHOSE SIGNATURES AND
DISTRICT.
ARMY CORPS OF ENGINEERS, LOUISVILLE
** THIS PROJECT WAS DESIGNED BY THE U.S.
APPROVED: **
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
LOUISVILLE DISTRICT
OLMSTED LOCKS AND DAMS
BACKUP LOCK OPERATING SYSTEM
VOLUME #
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TRENCHES
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RIVER WALLTRENCHES
ELECTRICAL
UTILITY AND
GENERAL NOTES
UTILITY TRENCH MANHOLE LOCATIONS.U
EXISTING HYDRAULIC POWER UNIT.P
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PORTABLE HYDRAULIC POWER UNIT.H
GENERATOR.G
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MITER GATE LATCH HYDRAULIC CYLINDER CONNECTION.B
MITER GATE HYDRAULIC CYLINDER CONNECTION.A
LEGEND
60' 120'0
NORTH
PLAN
TIME AND NO MORE THAN THREE TIMES A WEEK.
LOCK MAY BE TEMPORARILY CLOSED FOR NO MORE THAN 4 HOURS AT A
CLOSURE TIMES FOR INSTALLING THE PREMANUFACTURED PIPING. ONE
OPERATIONS DIVISION TO ESTABLISH REASONABLE TEMPORARY LOCK
THE CONTRACTOR MUST COLLABORATE WITH LOCK PERSONNEL AND THE 17.
OPERATIONS.
APPROVAL NOT LESS THAN 10-DAYS BEFORE START OF CLEANING
PROCEDURE SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
AFTER ALL TESTING HAS BEEN COMPLETED. A DETAILED FIELD CLEANING
16. THE HYDRAULIC OIL SYSTEM PIPING/ HOSES SHALL BE CLEANED
15. PLACE RAILING AROUND OPEN RECESSES, SLOTS, AND TRENCHES.
LOCK SIDES MUST BE NPT.
THE QUICK COUPLING CONNECTION ON BOTH OF THE HOSE AND THE 14.
MATERIALS AND SIZES USED.
BENDS MUST SATISFY THE REQUIREMENTS OF ASME B31.1 FOR PIPE
OF FABRICATION. PIPE BENDS MAY BE USED IN LIEU OF FITTINGS. PIPE
FINAL ARRANGEMENTS SHALL BE DEVELOPED BY THE CONTRACTOR AT TIME
ESS OF THE PIPING BEING FITTED. FITTING QUANTITIES AND THICKN
FILLET WELD LEG SIZE OF AT LEAST 1.10 TIMES THE NOMINAL WALL
THE FILLET WELDS ON ALL SOCKETWELD FITTINGS MUST HAVE A 13.
M-1 M-2 M-3 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-12 M-13 M-14 M-15 M-16 M-17 M-18 M-19 M-20 M-21 M-22 M-25M-24M-23 M-26
B31.1.
PRESSURE-TESTED, AND FLUSHED IN ACCORDANCE WITH ASTM
NEW PREFABRICATED PIPE SPOOLS SHALL BE WELDED, 5.
DETAIL SHEET.
FLANGES ON BOTH SIDES, AS INDICATED IN THE MECHANICAL
SPOOLS SHALL BE WELDED TO CODE-61 STAINLESS STEEL
AND MADE FROM NEW PIECES OF PIPE. NEW PREFABRICATED PIPE
4. ALL WELDING AND PIPE MODIFICATIONS MUST BE PREFABRICATED
INSTALLED BY THE CONTRACTOR.
INSTALLATION OF ALL EQUIPMENT SHALL BE FURNISHED AND
MISCELLANEOUS PARTS FOR THE COMPLETE ASSEMBLY AND
FLEXIBLE HOSE, QUICK CONNECTION FITTING, AND
DOWELS, SCREWS, PIPES, PIPE FITTINGS, PIPE SUPPORTS,
ALL STUD-BOLTS, BOLTS, ANCHOR BOLTS, NUTS, WASHERS, SHIMS, .3
OPERATABLE.UNITS
HYDRAULIC POWER REQUIRED TO MAKE THE NEW PORTABLE
2. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSION THAT
WITH LIFTING LUGS.
ASSOCIATED WITH THE BACKUP OPERATING SYSTEM MUST COME
EQUIPMENT, FITTINGS AND ACCESSORIES’. ALL EQUIPMENT
CONTROL STATION, FLEXIBLE HOSES WITH NECESSARY
GALLON HYDRAULIC TANK, MOTOR PUMP ASSEMBLY GROUP,
HYDRAULIC UNIT MUST INCLUDE BUT IS NOT LIMITED TO 400
TESTING OF THE PORTABLE HYDRAULIC POWER UNITS. EACH
MANUFACTURE, SUPPLY, DELIVERY, STORAGE, INSTALLATION AND
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DESIGN, 1.
- WELDING PROCEDURE SPECIFICATION IN ACCORDANCE WITH B31.1
- WELDER PERFORMANCE QUALIFICATION IN ACCORDANCE WITH B31.1
THE CONTRACTOR MUST SUBMIT;12.
B31.1.
FITTINGS. ALL WELDING MUST BE CONDUCTED IN ACCORDANCE WITH ASME
11. THE HYDRAULIC SYSTEM PIPE FITTINGS MUST BE 3000# SOCKETWELD
PRIOR TO FABRICATION.
SHALL BE SUBMITTED IN WRITING TO CONTRACTING OFFICER FOR APPROVAL
CONSTRUCTION. REQUESTS FOR SUBSTITUTION TO THE MATERIALS SHOWN
NOTES. QUANTITIES SHALL BE DETERMINED BY FABRICATOR AT THE TIME OF
MATERIAL SCHEDULE OR AS DESCRIBED BY GENERAL NOTES AND KEY
EQUIPMENT SHOWN ON THE DRAWINGS SHALL BE AS SHOWN IN THE
10. THE MATERIALS OF CONSTRUCTION USED DURING THE FABRICATION OF THE
CONTRACTOR.
ACCORDANCE WITH THE MECHANICAL EQUIPMENT FURNISHED BY THE
9. DETAIL DRAWINGS ARE TO BE MODIFIED AS REQUIRED TO BE IN
ADMINISTRATION (OSHA).
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH
OF BOTH THE STATE OF KENTUCKY AND THE US FEDERAL GOVERNMENT
MAINTENANCE SHALL MEET THE APPLICABLE REGULATORY REQUIREMENTS
HYDRAULIC OIL SYSTEM EQUIPMENT SELECTION, INSTALLATION AND 8.
SYSTEM.
NO CUTTING OR WELDING IS ALLOWED ON THE EXISTING HYDRAULIC 7.
THE NEW PREFABRICATED PIPE SPOOL MUST RECEIVE APPROVAL FOR USE.6.
CA
2"
M18
M18 M18
M18
.3
.6
CL. EL. 308.25'
4" DIA. SLEEVE
12'-0"
.3
3'-0"
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN/ DOWNSTREAM -MIDDLE WALLMITER GATE CYLINDERS AND HYDRAULIC PIPING
REPLACED WITH THE MODIFIED SPOOL.
THE PIPE SEGMENT NEEDS TO BE
SCALE: NTS
A1
M-101
W N
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
L O
C K
M
ID
D L
E W
A L
L
S A
L R
A W
I
B H
A R
T M
NORTH
PLAN
M-501
J12
M-
J1
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
M5 M6 M7
T
A
.5
S T
A
.5
M5 M6
M7
M A
T C
H L
IN
E
S
T A
.0
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN / UPSTREAM -MIDDLE WALL
A1
SCALE: NTS
MITER GATE CYLINDERS AND HYDRAULIC PIPING
REPLACED WITH THE MODIFIED SPOOL.
THE PIPE SEGMENT NEEDS TO BE
M-102
U
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
M
ID
D L
E W
A L
L
S A
L R
A W
I
B H
A R
T M
M-
J1
M-501
J12
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S
C2
2"
C1
2"
RH
RH
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN / UPSTREAM - LAND WALLMITER GATE CYLINDERS AND HYDRAULIC PIPING
REPLACED WITH THE MODIFIED SPOOL.
THE PIPE SEGMENT NEEDS TO BE
SCALE: NTS M-103
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
L A
N D
W A
L L
S A
L R
A W
I
B H
A R
T M
M-501
J12
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S
EL. 306.29'
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN / DOWNSTREAM - LAND WALLMITER GATE CYLINDERS AND HYDRAULIC PIPING
REPLACED WITH THE MODIFIED SPOOL.
THE PIPE SEGMENT NEEDS TO BE
SCALE: NTS M-104
W N
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
L A
N D
W A
L L
S A
L R
A W
I
B H
A R
T M
M-501
J12
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
D
M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11
M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22
M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN / UPSTREAM - RIVER WALL
M-105
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
R
IV
E R
W A
L L
S A
L R
A W
I
B H
A R
T M
M-
J1
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S
CA
1" AIR LINE AT CL. EL. 308.25'
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A8
SCALE: NTS
LOCK PARTIAL PLAN / UPSTREAM - RIVER WALL
M-106
W N
S T
R E
A M
M
IT
E R
G A
T E
P
IP
IN
G
M O
D
IF
IC
A
T
IO
N
R
IV
E R
W A
L L
S A
L R
A W
I
B H
A R
T M
M-
J1
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK RIVER WALL, UPSTREAM CULVERT VALVE
STEEL PIPE
HOSE
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
M-107
R T
IA
L
P L
A N
S T
A
.0
T
O S
T A
.0
L O
C K
R
IV
E R
W A
L L
S A
L R
A W
I
B H
A R
T M
M-501
J1
.4
.3
.5
.3
.7
.5
.1
.9
.1
.9
.3
.1
.4
.3
.3
.1
.5
.3
.8
.6
.0
.0
.1
.3
.7
.9
.9
.2
.3
.7
.0
.1
.9
.3
.4
.7
.2
.5
.6
.9
.8
.1
.3
.6
.8
.2
.8
.1
.8
.1
.4
.7
.5
.8
.4
.6
.1
.2
.0
.3
.5
.7
.3
.0
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A7
SCALE: NTS
RIVER-CHAMBER, DOWNSTREAM CULVERT VALVE
STEEL PIPE
HOSE
A1
SCALE: NTS
EMPTYING CULVERT VALVE EQUIPMENT
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
D
NORTH
M-108
R T
IA
L
P L
A N
S T
A
.0
T
O S
T A
.0
L O
C K
R
IV
E R
W A
L L
S A
L R
A W
I
B H
A R
T M
R6 R7 R7 R8
R8 R5 R9 R9 R9
R7A
S T
A
.8
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK RIVER WALL - DOWNSTREAM MITER GATE
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
M-109
R T
IA
L
P L
A N
S T
A
.0
T
O S
T A
.0
L O
C K
R
IV
E R
W A
L L
S A
L R
A W
I
B H
A R
T M
M-
J1
D1
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK MIDDLE WALL - UPSTREAM LATCHING CYLINDER
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
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SCALE: NTS
LOCK MIDDLE WALL - RIVER CHAMBER UPSTREAM CULVERT VALVE
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M-111
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STEEL PIPE
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A1
SCALE: NTS
UPSTREAM LAND CHAMBER CULVERT VALVE EQUIPMENT
A7
SCALE: NTS
LOCK MIDDLE WALL - UPSTREAM LAND CHAMBER CULVERT VALVE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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MODIFICAMION
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WALL SHOWN
A1
SCALE: NTS
LOCK MIDDLE WALL - DOWNSTREAM RIVER CHAMBER CULVERT VALVE
STEEL PIPE
HOSE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK MIDDLE WALL - DOWNSTREAM LAND CHAMBER CULVERT VALVE
STEEL PIPE
HOSE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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F
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IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK MIDDLE WALL - DOWNSTREAM MG LATCHING CYLINDERS (TOP ONLY)
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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M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11
M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22
M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33
M-115
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M-501
D1
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK LAND WALL - UPSTREAM LAND WALL MG LATCHING CYLINDER (TOP ONLY)
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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MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK LAND WALL - UPSTREAM LAND CHAMBER CULVERT VALVE
STEEL PIPE
HOSE
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
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2'-11 1/2 "3'-8 7/8 "3'-8 7/8 "7 1/2 "
MODIFICAMION
PROPOSED WALL
IN CONMRACM
WALL SHOWN
A1
SCALE: NTS
LOCK LAND WALL - DOWNSTREAM CULVERT VALVE
STEEL PIPE
HOSE
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
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J
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N
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WALL SHOWN
A1
SCALE: NTS
LOCK LAND WALL - DOWNSTREAM MG LATCHING CYLINDER (TOP ONLY)
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
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J12
SCALE: NTS
MITER GATE / PIPING MODIFICATION
J1
SCALE: NTS
CULVERT VALVE PIPING MODIFICATION DETAIL
A12
SCALE: NTS
CONTROL STATION
D1
SCALE: NTS
MITER GATE LATCHING / PIPING MODIFICATION
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
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IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
J U
L Y
A N
S I
D
BOTTOM OF STEEL
GRADING LEVEL
CONCRETE SURFACE LEVEL
QUICK COUPLING
1" HYDRAULIC
BALL VALVE
1/2" 3-PIECE SS
AIR RELEASE
FLUID DRAIN AND
SECTION 'A - A'
NOTE:
ALL FLANGES MUST BE SAE CODE 62
EXISTING 2" SS PIPE
VALVE
2" 3-PIECE SS BALL
2" SS PIPE
BALL VALVE
1 1/4" 3-PIECE SS
HOSE
CYLINDER
HYDRAULIC
TO CV
1 1/4" HYDRAULIC QUICK COUPLING
BOTTOM OF STEEL
GRADING LEVEL
CONCRETE SURFACE LEVEL
QUICK COUPLING
1 1/4" HYDRAULIC
BALL VALVE
1/2" 3-PIECE SS
AIR RELEASE
FLUID DRAIN AND
SECTION 'A - A'
NOTE:
ALL FLANGES MUST BE SAE CODE 62
1 1/2" SS PIPE
BALL VALVE
1 1/4" 3-PIECE SS
HOSE
CYLINDER
HYDRAULIC
TO CV
SS BALL VALVE
EXISTING 1 1/2" 3-PIECE
1 1/4" HYDRAULIC QUICK COUPLING
EXISTING 1 1/2" SS PIPE
BALL VALVE
3-PIECE SS
EXISTING 1 1/2"
1-1/4" ø RETURN, FROM MITER GATE
1-1/4" ø SUPPLY, TO MITER GATE
3/4" ø RETURN, FROM LATCHING CYLINDERS
3/4" ø SUPPLY, TO LATCHING CYLINDERS
1-1/4" ø RETURN, FROM CULVERT VALVE
1-1/4" ø SUPPLY, TO CULVERT VALVE RETURN 2" ø TO HPU
SUPPLY 3/4" ø TO HPU
SUPPLY 1-1/2" ø TO HPU
PRESSURE GAUGE PRESSURE GAUGE
ON / OFF
SWITCHES
MITER GATE
LATCHING
CYLINDERS
CULVERT
VALVE
MITER GATE
CONTROL VALVES
DIRECTIONAL
MANUAL 4-WAY
BOTTOM OF STEEL
GRADING LEVEL
CONCRETE SURFACE LEVEL
BALL VALVE
1/2" 3-PIECE SS
AIR RELEASE
FLUID DRAIN AND
BALL VALVE
1/2" 3-PIECE SS
3/4" HYDRAULIC QUICK COUPLING
BALL VALVE
1/2" 3-PIECE SS
BALL VALVE
1/2" 3-PIECE SS
A
NOTE:
ALL FLANGES MUST BE SAE CODE 62
HOSE
CYLINDER
HYDRAULIC
TO CV
A
SS BALL VALVE
EXISTING 1/2" 3-PIECE
1/2" FLUID DRAIN AND AIR RELEASE
1/2" FLUID DRAIN AND AIR RELEASE
1/2" 3-PIECE SS BALL VALVE
T A
IL
A
L R
A W
I
B H
A R
T M
1.25"
(6
/2 L
G
.5
R
E F
A1
SCALE: 1 1/2"=1'-0"
PORTABLE HYDRAULIC POWER UNIT
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
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N O
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L
IC
IT
A
T
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N N
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IS
S
U E
D A
T E
S I Z
E
M A
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R
IP
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IO
N D
A T
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SHEET ID
®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
C E
R T
IF
IE
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G
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M A
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IN
L
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A N
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DRAIN
FILL
MOTOR - PUMP GROUP ASSEMBLY
(4) 5/8" DIA MOUNTING HOLES
1" S.S. BALL VALVE
IMMERSION HEATER
400 GALLON S.S. RESERVOIR
LEVEL INDICATOR
S.S. ELECTRICAL BOX
BREATHER
DISCHARGE AND RETURN FILTER
VALVES BOX
M-502
H Y
D R
A U
L
IC
P O
W E
R U
IT
A
L R
A W
I
B H
A R
T M
SCALE: NTS
PORTABLE HYDRAULIC UNIT
x
3" SCH.40
1" SCH.40
125\F
0\F
2300 PSI
Q1
Q2
M
RESERVIOR
HYDRAULIC
400 GALLON
2" SCH.803/4" SCH. 40
1/2" SCH.40
1 1/2" SCH. 80
#1
FILTER
#2
FILTER
FLUSHING CONNECTION
RESERVOR FILL/
n = 1750 RPM
M = 30 HP
P2 = 450 PSI
P1 = 500-2000 PSI
Q2 = 10 GPM
Q1 = 65 GPM
MITER GATE LATCH
1/2" SCH. 40
500 PSI
#3
FILTER
MITER GATE CULVERT VALVE
3/4" SCH. 40
1 1/2" SCH. 80
1 1/2" SCH. 80
SET @
2000 PSI
PORTABLE HYDRAULIC UNIT
HYDRAULIC UNIT SCHEMATIC (TYPICAL OF 2)
SET @
2000 PSI
SET @
2000 PSI
SET @
2000 PSI
SET @
450 PSI
SET @
450 PSI
1 1/2" SCH. 80 40
1" SCH.
SCH. 80
1 1/2" 40
1" SCH.
SCH. 80
1 1/2"
PC1 PC2 PC3 PC4
PC5 PC6
3/4" SCH. 40
1 1/2" SCH. 80
111111 11
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
C E
R T
IF
IE
D F
IN
A
L
O L
M S
T E
D L
O C
K S
A N
D D
A M
B A
C K
U P
O P
E R
A T
IN
G
S Y
S T
E M
P
E R
M
-6
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
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V
IL
L E
K
Y
J U
L Y
A N
S I
M-601
R T
A B
L E
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D R
A U
L
IC
U N
IT
S C
H E
M A
T
IC
S A
L R
A W
I
B H
A R
T M
Q1
Q2
M
FILTER
VALVE
COUNTERBALANCE
ASSEMBLY
MOTOR
AND
PUMP
SWITCH
TEMPERATURE
ALARM
LEVEL
FLUID
HOSE
HYDRAULIC
VALVE
CHECK
(OPEN)
BALL VALVE
(CLOSED)
BALL VALVE
VALVE
RELIEF
LOGIC
VALVE
RELIEF
CYLINDER
HYDRAULIC
OVERIDE.
ACTUATED MANUAL
VALVE WITH MANUAL LEVER
AUTO CENTERING CONTROL
DIRECTIONAL CONTROL
3-POSITION, 4 WAY
CHECK VALVE
PILOT OPERATED
CONNECTION
TEST
VALVE
CONTROL
FLOW
ENGAGE, VALVE
MIITER GATE LATCHPC6 -
RELEASE, VALVE
MITER GATE LATCH PC5 -
PROPORTIONAL, VALVE
CULVERT VALVE CLOSE,PC4 -
CULVERT VALVE OPEN,PC3 -
MITER GATE CLOSE,PC2 -
MITER GATE OPEN,PC1 -
V
V
VALVE
SHUTTLE
RESTRICTOR
FLOW
BREATHER
FILTER/
DESSICANT
GAGE
PRESSURE
OF 0 TO 3000 PSI.
COMBINATION PRESSURE GAUGE. BOURDON TUBE, DIAL TYPE GAUGE,OVER RANGE 8.
AND ALL 1/2 INCH DRAIN PIPES.
MODIFICATIONS, AND SCHEDULE 40 FOR MITER GATE LATCHING MODIFICATIONS
STAINLESS STEEL, HYDRAULIC PIPING FOR MITER GATES AND CULVERT VALVES
PIPES: PROVIDE SCHEDULE 80 MINIMUM WALL THICKNESS IAW ASTM A 312, 304L 7.
MINIMUM WORKING PRESSURE OF 3000 PSI.
ALL NEW FITTING UNIONS, VALVE AND HYDRAULIC PIPING TO BE RATED FOR A 6.
BAFFLES TO SEPARATE INTAKES FROM RETURN SIDE.
THE RESERVOIR WITH ADDED CIRCULATION PASSAGES. INSURE SUFFICIENT
INCHES. EQUIPPED WITH INTERNAL BAFFLE THAT EXTENDS THE FULL HEIGHT OF
MUST HAVE A MINIMUM CLEARANCE FROM THE FLOOR OF NOT LESS THAN 6
MOUNTING FEET OUTWARD FROM THE ENDS. THE BOTTOM OF THE RESERVOIR
LIFTING LUGS MOUNTED ON ALL FOUR CORNERS AND HAVE LOW PROFILE
BOTTOM, AND MINIMUM OF 1/2 INCH ON TOP OF RESERVOIR. RESERVOIR WILL HAVE
RESERVOIR WITH A MINIMUM WALL THICKNESS OF 3/8 INCH ON ALL SIDES AND
NEW 400 GALLON CAPACITY, ASTM A 240, 304L STAINLESS STEEL DOUBLE WALL 5.
.CONNECTIONS
USE SAE J518-1 CODE-61 FITTINGS FOR ALL VALVES, MANIFOLDS, AND PIPE 4 .
LOCK EQUIPMENT CONTROL SYSTEM.
COORDINATION OF MACHINERY DETAILS AS REQUIRED TO PROVIDE COMPLETE
RESPONSIBLE FOR DESIGN OF HYDRAULIC MANIFOLDS, SELECTION OF VALVES AND
OF HYDRAULIC SYSTEM. CONTROL SYSTEM MANUFACTURER SHALL BE
SCHEMATIC AND OPERATING MACHINERY DETAILS INDICATE ONE POSSIBLE DESIGN 3.
P2 = 450 PSI
Q2 = 10 GPM
OPERATING PRESSURE IS 450 PSI. MAXIMUM OPERATING PRESSURE IS 3600 PSI.
Q2 SHALL BE A CONSTANT VOLUME PUMP WITH AN OUTPUT OF 10 GPM. NOMINAL 2.
P1 = 500-2000 PSI
Q1 = 0-65 GPM
PRESSURE CAPABILITY OF 5100 PSI AT HYDRAULIC RESERVOIR
OPERATING PRESSURE RANGE IS 500-2000 PSI, WITH MAXIMUM OPERATING
Q1 SHALL BE A VARIABLE VOLUME PUMP WITH AN OUTPUT OF 0 TO 65 GPM.NOMINAL 1.
GENERAL NOTES
SHEET KEYNOTES
LEGEND
BOUNDARIES
CONTROL STATION
1/2" DRAINE LINE11.
10. TO THE EXISTING SYSTEM
CONNECTION POINT WITH THE EXISTING SYSTEM9.
3/4" REINFORCED HYDRAULIC HOSE. MITER GATE LATCH CYLINDER-HEAD END8.
3/4" REINFORCED HYDRAULIC HOSE. MITER GATE LATCH CYLINDER-ROD END7.
1" SCH. 40 RELEASE6.
2" SCH. 80 RELIEF RETURN5.
1 1/4" REINFORCED HYDRAULIC HOSE. CULVERT VALVE CYLINDER-ROD END4.
1 1/4" REINFORCED HYDRAULIC HOSE. CULVERT VALVE CYLINDER-HEAD END3.
1 1/4" REINFORCED HYDRAULIC HOSE. MITER GATE CYLINDER-ROD END2.
1 1/4" REINFORCED HYDRAULIC HOSE. MITER GATE CYLINDER-HEAD END1.
HEATER
IMMERSION
GLASS
LEVEL SIGHT
GENERAL SITE ELECTRICAL NOTES
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. THESE DRAWINGS ARE
GENERALLY DIAGRAMMATIC AND DO NOT SHOW ALL DETAILS REQUIRED FOR THE COMPLETE SYSTEM. THEY
SHOULD HOWEVER BE FOLLOWED AS CLOSELY AS POSSIBLE IN THE GENERAL ARRANGEMENT AND
LOCATION OF EQUIPMENT. ALL DIMENSIONS SHALL BE CHECKED AT THE SITE AND ALL STRUCTURAL AND
FINISH CONDITIONS INVESTIGATED. THE CONTRACTOR SHALL ARRANGE HIS WORK TO MEET THESE
CONDITIONS AND PROVIDE SUCH EQUIPMENT AND ACCESSORIES AS MAY BE REQUIRED.
2. ALL WORK SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION DRAWINGS IS BASED ON FIELD
OBSERVATION OF THE ACTUAL EXISTING CONDITIONS AND ON EXISTING ''AS-BUILT'' DRAWINGS OF THE
AREAS AFFECTED. THEY ARE THEREFORE CONSIDERED TO BE SCHEMATIC. IT IS THE INTENT OF THE
DEMOLITION DRAWINGS THAT ALL EQUIPMENT, DEVICES, FIXTURES, WIRING MATERIALS, SYSTEMS AND
APPURTENANCES, ETC., WHICH ARE NO LONGER REQUIRED AS A RESULT OF THE PROJECT BE REMOVED
UNLESS OTHERWISE NOTED. UNDERGROUND POWER AND DATA CABLES MAY BE ABANDONED IN PLACE
UNLESS THEY MUST BE REMOVED TO ACCOMMODATE NEW CONSTRUCTION.
3. EXISTING CONDUIT, DUCT BANK, CIRCUITING AND UTILITY INFORMATION IS BASED ON ''AS-BUILT'' AND
''RECORD'' DRAWINGS, AND SITE VISITS BY THE UTILITIES AND THE ENGINEER. THE EXISTING UTILITY
LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL NOT BE SCALED FOR EXACT LOCATIONS.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE APPROPRIATE DEPARTMENT AT THE
BASE, PRIOR TO STARTING WORK, AND THE CONTRACTOR SHALL STAKE/MARK THE LOCATION OF ALL
EXISTING UTILITIES. ANY INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY SERVICE SHALL BE
COORDINATED AND APPROVED BY THE GOVERNMENT, PRIOR TO STARTING WORK.
4. BEFORE INSTALLING EQUIPMENT, MAKE FIELD MEASUREMENTS TO INSURE THAT ALL ITEMS OF EQUIPMENT
FURNISHED WILL FIT INTO THE SPACE AS SHOWN ON THE DRAWINGS. WHERE EQUIPMENT WILL NOT FIT AS
SHOWN ON THE DRAWINGS, PROVIDE A DRAWING TO THE CONTRACTING OFFICER FOR APPROVAL WITH A
PROPOSED REVISED ARRANGEMENT BEFORE INSTALLING THE EQUIPMENT.
5. ADJUST EQUIPMENT AND FIXTURES TO AVOID INTERFERENCES WITH OTHER EQUIPMENT AND UTILITIES.
6. UPON DISCOVERY OF ANY DISCREPANCY OR POINTS OF CONFLICT IN THE DRAWINGS OR THE
SPECIFICATIONS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IN WRITING. THE CONTRACTING
OFFICER WILL CLARIFY SUCH DISCREPANCY OR POINTS OF CONFLICT IN WRITING PRIOR TO THE PROGRESS
OF THE WORK BEYOND THE POINT CONCERNED.
7. PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT PLUMB AND PARALLEL
WITH GRADE OR STRUCTURE LINES. STUDY ALL DRAWINGS, SHOP DRAWINGS, AND CATALOG DATA TO
DETERMINE HOW EQUIPMENT, ACCESSORIES, PIPING, FIXTURES, AND RELATED ITEMS ARE TO BE
SUPPORTED, MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, PIPE STANDS, BRACKETS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT FURNISHED UNDER
THIS CONTRACT. COORDINATE THE ELECTRICAL WORK WITH ALL OTHER CONTRACTORS BEFORE
BEGINNING WORK TO INSURE THAT THE ELECTRICAL WORK DOES NOT INTERFERE WITH OTHER WORK.
LINES WHICH REQUIRE SLOPE SHALL TAKE PRECEDENCE OVER ELECTRICAL WORK.
8. ALL EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE. REPLACEMENT OF ANY
DAMAGED EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL BE AT NO ADDITIONAL COST TO THE
GOVERNMENT. ALL DAMAGED SYSTEMS SHALL BE IMMEDIATELY REPAIRED WITHIN 24 HOURS TO THE
SATISFACTION OF THE GOVERNMENT.
9. WHERE THE LENGTH OF ANY 120V BRANCH CIRCUIT EXCEEDS 50 FEET, CONDUCTORS SHALL NOT BE
SMALLER THAN #10 AWG TO THE FIRST OUTLET.
10. CONTRACTOR SHALL INCREASE WIRE SIZE BY ONE SIZE FOR BRANCH CIRCUIT WIRING THAT EXCEEDS 100'
IN LENGTH. CONTRACTOR SHALL INCREASE THE WIRE SIZE FOR BRANCH CIRCUIT WIRING ADDITIONALLY BY
ONE SIZE FOR EVERY ADDITIONAL 100' IN LENGTH BEYOND 100'.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING FOR THEIR WORK.
12. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT FOR THE CONSTRUCTION AND
COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED, UNLESS OTHERWISE NOTED. IT IS FURTHER
INTENDED THAT THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, TESTING AND INCIDENTALS REQUIRED TO COMPLETE THE WORK IN
ACCORDANCE WITH THE DRAWINGS (PLANS), SPECIFICATIONS, AND TERMS OF THE CONTRACT.
13. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, ETC., PRIOR TO
COMMENCEMENT OF WORK. THE COST OF PERMITS, LICENSES, CONNECTIONS, ETC. SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
14. ITEMS SHOWN IN SCREEN (GHOST) ARE EXISTING ITEMS. ITEMS SHOWN IN SOLID (BOLD) ARE NEW TO BE
INSTALLED UNDER THIS CONTRACT, UNLESS OTHERWISE NOTED.
15. ITEMS SHOWN INSIDE HEAVY DASHED LINES ARE ELECTRICAL CONTRACT OPTIONS AS NOTED.
16. ALL EXCAVATION WITHIN 5 FEET OF AN UNDERGROUND UTILITY SHALL BE PERFORMED BY HAND
EXCAVATION METHODS. EXISTING DIRECT BURIED CABLES TO REMAIN THAT ARE EXPOSED DURING
REGRADING SHALL BE ENCLOSED IN SPLIT DUCT AND ENCASED IN A 3'' ENVELOPE OF CONCRETE (03 30
00.00 10)
17. ALL DAMAGE TO UTILITIES OR EXISTING STRUCTURES SHALL BE IMMEDIATELY REPORTED TO THE
CONTRACTING OFFICER. THE CONTRACTING OFFICER SHALL DETERMINE WHETHER REPAIR OR
REPLACEMENT IS NECESSARY. ALL REPAIR METHODS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER
FOR REVIEW AND APPROVAL PRIOR TO INITIATING THE WORK.
18. CONTRACTOR SHALL ATTEND THE CONSTRUCTION MEETINGS FOR THE DURATION OF THE PROJECT.
19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ELECTRICAL PHASING PLAN THAT IS TO BE
COORDINATED WITH OTHER DISCIPLINES. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS
AND SCHEDULES IDENTIFIED IN THE APPROVED PHASING PLAN.
20. ALL REMOVED CABLES, TRANSFORMERS, CCR's, ETC. SHALL BE PROPERLY AND LEGALLY DISPOSED OF OFF
THE SITE BY THE CONTRACTOR. ALL ITEMS TO BE RELOCATED SHALL BE REMOVED FIRST AND PROPERLY
STORED FOR FUTURE INSTALLATION.
21. CONTRACTOR SHALL HAVE ALL COMMUNICATIONS CABLES, BOTH TO REMAIN AND TO BE DEMOLISHED, MARKED PRIOR TO WORK IN PROJECT AREAS.
22. ANY ITEMS INSTALLED INCORRECTLY PER CONTRACT DOCUMENTS SHALL BE COMPLETELY REMOVED AND
REPLACED AT THE CONTRACTOR'S EXPENSE.
23. DEWATERING FOR THE REMOVAL AND INSTALLATION OF CABLE ARE INCIDENTAL. THE CONTRACTOR SHALL
BE RESPONSIBLE TO PAY FOR AND OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEWATERING.
24. EXISTING EQUIPMENT THAT IS TO BE RE-USED AS NOTED IN THE DESIGN SHALL BE REMOVED, SAFELY
STORED, AND RE-INSTALLED AS DESCRIBED IN THE DESIGN. PRIOR TO REMOVAL, THE CONTRACTOR SHALL
DEMONSTRATE AND DOCUMENT IN A REPORT THE EQUIPMENT'S OPERABILITY IN THE PRESENCE OF THE
CONTRACTING OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE EQUIPMENT TO
ITS ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT AT NO ADDITIONAL COST TO THE
GOVERNMENT.
AC ABOVE COUNTERTOP
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AMP AMPERES
AL ALUMINUM
AHU AIR HANDLING UNIT
BLDG BUILDING
CKT CIRCUIT
C CONDUIT
CONN CONNECTION
COND CONDUCTOR
CU COPPER
DET DETAIL
DN DOWN
DISC DISCONNECT
DP DISTRIBUTION PANEL
EA EACH
ELEC ELECTRICAL
EM EMERGENCY
EMT ELECTRIC METALLIC TUBING
ENT ELECTRIC NON-METALLIC TUBING
EP EXPLOSIONPROOF
EWC ELECTRIC WATER COOLER
F FUSE
FLA FULL LOAD AMPS
FLEX FLEXIBLE
FLR FLOOR
FLOUR FLUORESCENT
GND GROUND
GALV GALVANIZED
GFI GROUND FAULT INTERRUPT
HID HIGH INTENSITY DISCHARGE
HP HORSEPOWER
H HEIGHT
IAW IN ACCORDANCE WITH
IDF INTERMEDIATE DISTRIBUTION FRAME
IG ISOLATED GROUND
INC INCANDESCENT
IN INCH
IMT INTERMEDIATE METAL CONDUIT
JB JUNCTION BOX
KCM 1000 CIRCULAR MILS
KVA KILOVOLT AMPS
KVAR KILOVOLT AMPS REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LA LIGHTNING ARRESTOR
LTG LIGHTING
LV LOW VOLTAGE
MAX MAXIMUM
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDF MAIN DISTRIBUTION FRAME
MDP MAIN DISTRIBUTION PANEL
MECH MECHANICAL
MFG MANUFACTURER
MG MOTOR GENERATOR
MH MANHOLE, METAL HALIDE, MOUNTING HEIGHT
MIC MICROPHONE
MIN MINIMUM
MLO MAIN LUGS ONLY
MTD MOUNTED
N/A NOT APPLICABLE
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTACT
NTS NOT TO SCALE
NO NORMALLY OPEN, NUMBER
PB PULL BOX, PUSH BUTTON
PH
PHASE
PNL PANEL
POC POINT OF CONNECTION
PS
PULL SWITCH
PVC POLYVINYL CHLORIDE
QTY QUANTITY
RCPT RECEPTACLE
RGS RIGID GALVANIZED STEEL
SCH SCHEDULE
SQ FT SQUARE FOOT
SW SWITCH
SYS SYSTEM
TEL TELEPHONE
TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM
TYP TYPICAL
UH UNIT HEATER
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLTAGE
W WIRE
W/ WITH
W/O WITHOUT
WP WEATHERPROOF
WT WEIGHT
REF REFERENCE, REFER
XFMR TRANSFORMER
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
A.
B.
C.
D.
E.
F.
G.
SYMBOLS, NOTES AND ABBREVIATIONS ON THIS SHEET ARE STANDARD AND MAY
NOT ALL APPEAR ON THIS PROJECT.
VERIFY CONDITIONS PRIOR TO STARTING WORK. THESE DRAWINGS ARE
GENERALLY DIAGRAMMATIC AND DO NOT SHOW ALL DETAILS REQUIRED FOR THE
COMPLETE SYSTEM. THEY SHOULD HOWEVER BE FOLLOWED AS CLOSELY AS
POSSIBLE IN THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT.
CHECK ALL DIMENSIONS AND INVESTIGATE STRUCTURAL/FINISH CONDITIONS AT
THE SITE. ARRANGE WORK TO MEET THESE CONDITIONS AND PROVIDE SUCH
EQUIPMENT AND ACCESSORIES AS MAY BE REQUIRED. PROVIDE ALL EQUIPMENT
FOR A FULLY FUNCTIONING SYSTEM.
BEFORE INSTALLING EQUIPMENT, MAKE FIELD MEASUREMENTS TO ENSURE THAT
ALL ITEMS OF EQUIPMENT FURNISHED WILL FIT INTO THE SPACE AS SHOWN ON
THE DRAWINGS. WHERE EQUIPMENT WILL NOT FIT AS SHOWN ON THE
DRAWINGS, PROVIDE DRAWINGS TO THE CONTRACTING OFFICER FOR APPROVAL
WITH A PROPOSED REVISED ARRANGEMENT BEFORE INSTALLING THE
EQUIPMENT.
ADJUST EQUIPMENT AND FIXTURES TO AVOID INTERFERENCES WITH OTHER
EQUIPMENT AND UTILITIES.
UPON DISCOVERY OF ANY DISCREPANCY OR POINTS OF CONFLICT IN THE
DRAWINGS OR THE SPECIFICATIONS, IMMEDIATELY NOTIFY THE CONTRACTING
OFFICER IN WRITING. THE CONTRACTING OFFICER WILL CLARIFY SUCH
DISCREPANCY OR POINTS OF CONFLICT IN WRITING PRIOR TO THE PROGRESS OF
THE WORK BEYOND THE POINT CONCERNED.
PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS
CONTRACT PLUMB AND PARALLEL WITH GRADE OR STRUCTURE LINES. STUDY
ALL DRAWINGS, SHOP DRAWINGS, AND CATALOG DATA TO DETERMINE HOW
EQUIPMENT, ACCESSORIES, PIPING, FIXTURES, AND RELATED ITEMS ARE TO BE
SUPPORTED, MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, PIPE
STANDS, BRACKETS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER
SUPPORT OF EQUIPMENT FURNISHED UNDER THIS CONTRACT. COORDINATE THE
ELECTRICAL WITH ALL OTHER CONTRACTORS BEFORE BEGINNING WORK TO
INSURE THAT THE ELECTRICAL WORK DOES NOT INTERFERE WITH OTHER WORK.
NOT USED
FURNISH AND INSTALL ALL EQUIPMENT FOR THE CONSTRUCTION AND
COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED, UNLESS OTHERWISE
NOTED. FURNISH ALL LABOR, SUPERVISION, MATERIALS,EQUIPMENT, TOOLS,
TRANSPORTATION, SUPPLIES, TESTING AND INCIDENTALS REQUIRED TO
COMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS (PLANS),
SPECIFICATIONS, AND TERMS OF THE CONTRACT.
NOT USED
REPORT ALL DAMAGES TO UTILITIES OR EXISTING STRUCTURES IMMEDIATELY TO
THE CONTRACTING OFFICER. THE CONTRACTING OFFICER SHALL DETERMINE
WHETHER REPAIR OR REPLACEMENT IS NECESSARY. SUBMIT ALL REPAIR
METHODS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR
TO INITIATING THE WORK.
COMPLETELY REMOVE AND REPLACE ANY ITEMS INSTALLED INCORRECTLY PER
CONTRACT DOCUMENTS AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.
PERFORM ALL ELECTRICAL WORK IN ACCORDANCE WITH THE MOST RECENT
EDITION OF NFPA 70 - NATIONAL ELECTRICAL CODE.
DO NOT WORK ON ENERGIZED ELECTRICAL CIRCUITS UNLESS PROOF IS
PROVIDED THAT NO OTHER MEANS EXIST. IF IT IS DETERMINED THAT EQUIPMENT
MUST BE WORKED ON IN AN ENERGIZED CONDITION, SUBMIT AN ENERGIZED
WORK REQUEST TO THE GOVERNMENT VIA THE CONTRACTING OFFICER FOR
ACCEPTANCE. THE ENERGIZED WORK REQUEST SHALL CONTAIN INFORMATION
REQUIRED BY USACE EM 385-1-1 PARAGRAPH 11.A.02.C REFERENCE NFPA 70E.
ENERGIZED CIRCUITS: WHEN ENERGIZED WORK IS DEEMED ABSOLUTELY
NECESSARY, IT SHOULD BE ACCOMPLISHED WITH EXTREME CAUTION AND ONLY
WHEN THE BASIC ENERGIZED WORK PROCEDURES LISTED IN AFI 32-1064 ARE
FOLLOWED AND REVIEWED WITH ALL PERSONNEL IMMEDIATELY BEFORE
STARTING. ENERGIZED WORK SHALL NOT BE ALLOWED WITHOUT MEETING THE
FOLLOWING REQUIREMENTS:
SAFETY OFFICER MUST APPROVE ENERGIZED WORK IN ADVANCE.
USE TWO-PERSON TEAMS TO PERFORM WORK.
A QUALIFIED SUPERVISOR MUST BE CONSULTED AND MUST APPROVE ANY
PLAN TO WORK ON ENERGIZED EQUIPMENT AND ENSURE PROPER USE OF
PERSONAL PROTECTIVE EQUIPMENT.
THE ENERGIZED WORK REQUEST MUST BE PREPARED IN ADVANCE.
PLACE SPECIAL EMPHASIS ON PERSONAL PROTECTIVE EQUIPMENT AND
APPROPRIATE SUPERVISION. PROPER SUPERVISION, TRAINING, AND
PLANNING ARE PARAMOUNT TO ENSURE SAFETY.
CONVENTIONAL CIRCUIT DE-ENERGIZING/RE-ENERGIZING METHODS (I.E.,
TURNING OFF/ON A SWITCH, OPENING AND CLOSING SWITCHES, OR
OPERATING CIRCUIT BREAKERS/DISCONNECTS) FOR THE PURPOSE OF
ISOLATING CIRCUITS IS CONSIDERED PERFORMING "ENERGIZED WORK" AND
ALL THE PROCEDURES ABOVE SHALL BE FOLLOWED; HOWEVER, FOR THE
PURPOSES OF THIS PARAGRAPH,BASE CIVIL ENGINEER APPROVAL IS
GRANTED THROUGH A WRITTEN SAFE CLEARANCE FORM.
WHILE THE JOB IS IN PROGRESS, AN ON-SITE SUPERVISOR MUST CLOSELY
SUPERVISE THE WORKERS, CHECKING THEM CONSTANTLY TO MAKE SURE
THEY ARE IN SAFE WORKING POSITIONS, HANDLING TOOLS SAFELY, AND
COMPLYING WITH THE ENERGIZED WORK PERMIT.
WALL MOUNTED DUPLEX RECEPTACLE MOUNTED AT 18"AFF.
GFI = GROUND FAULT INTERRUPTER
MOTOR
X DENOTES HORSEPOWER
X
PANELBOARD, SURFACE MOUNTED
WALL SWITCH 120-277 VOLT, 20 AMP SINGLE POLE, MOUNTED 48"
AFF.
ELECTRICAL SAFETY NOTES
1. LOCAL ''LOCKOUT/TAGOUT'' PROCEDURES AND NFPA 70E SHALL BE COMPLIED
WITH BY THE CONTRACTOR.
2. NO WORK SHALL BE PERFORMED ON ENERGIZED ELECTRICAL CIRCUITS
UNLESS PROOF IS PROVIDED THAT NO OTHER MEANS EXIST. IF IT IS
DETERMINED THAT EQUIPMENT MUST BE WORKED IN AN ENERGIZED
CONDITION, AN ENERGIZED WORK REQUEST SHALL BE SUBMITTED TO THE
CONTRACTING OFFICER FOR ACCEPTANCE AND SHALL CONTAIN
INFORMATION REQUIRED BY USACE EM 385-1-1 PARAGRAPH 11.A.02.C.
REFERENCE NFPA70E.
3. ENERGIZED CIRCUITS: WHEN ENERGIZED WORK IS DEEMED ABSOLUTELY
NECESSARY, IT SHOULD BE ACCOMPLISHED WITH EXTREME CAUTION AND
ONLY WHEN THE BASIC ENERGIZED WORK PROCEDURES LISTED IN AFI 32-
1064 ARE FOLLOWED AND REVIEWED WITH ALL PERSONNEL IMMEDIATELY
BEFORE STARTING. ENERGIZED WORK SHALL NOT BE ALLOWED WITHOUT
MEETING THE FOLLOWING REQUIREMENTS:
A. THE CONTRACTING OFFICER MUST APPROVE ENERGIZED WORK IN
ADVANCE.
B. USE TWO-PERSON TEAMS TO PERFORM WORK.
C. A QUALIFIED SUPERVISOR MUST BE CONSULTED AND MUST APPROVE
ANY PLAN TO WORK ON ENERGIZED EQUIPMENT AND ENSURE
PROPER USE OF PERSONAL PROTECTIVE EQUIPMENT.
D. THE ENERGIZED WORK REQUEST MUST BE PREPARED IN ADVANCE.
E. PLACE SPECIAL EMPHASIS ON PERSONAL PROTECTIVE EQUIPMENT
AND APPROPRIATE SUPERVISION. PROPER SUPERVISION, TRAINING,
AND PLANNING ARE PARAMOUNT TO ENSURE SAFETY.
F. CONVENTIONAL CIRCUIT DE-ENERGIZING/RE-ENERGIZING METHODS
(I.E., TURNING OFF/ON A SWITCH, OPENING AND CLOSING SWITCHES,
OR OPERATING CIRCUIT (BREAKERS/DISCONNECTS) FOR THE
PURPOSE OF ISOLATING CIRCUITS IS CONSIDERED PERFORMING
"ENERGIZED WORK" AND ALL THE PROCEDURES ABOVE SHALL BE
FOLLOWED; HOWEVER, FOR THE PURPOSES OF THIS PARAGRAPH,
BASE CIVIL ENGINEER APPROVAL IS GRANTED THROUGH A WRITTEN
SAFE CLEARANCE FORM.
G. WHILE THE JOB IS IN PROGRESS, AN ON-SITE SUPERVISOR MUST
CLOSELY SUPERVISE THE WORKERS, CHECKING THEM CONSTANTLY
TO MAKE SURE THEY ARE IN SAFE WORKING POSITIONS, HANDLING
TOOLS SAFELY, AND COMPLYING WITH THE ENERGIZED WORK PERMIT.
4. CONTRACTOR SHALL PROVIDE PERSONAL PROTECTIVE EQUIPMENT (PPE).
ELECTRICAL ABBREVIATIONS GENERAL ELECTRICAL NOTES POWER EQUIPMENT AND DEVICE LEGEND
ELECTRICAL ONE LINE DIAGRAM SYMBOLS
POTENTIAL TRANSFORMER
MOTOR
TRANSFORMER
CIRCUIT BREAKER
G
SURGE PROTECTION DEVICE
X DENOTES HORSEPOWER
MOTOR CONTACTOR AND OVERLOADS
CONNECTION OF BRANCH CIRCUITS.
INTEGRATED PIN AND SLEEVE CONNECTOR RECEPTACLES USED FOR
ELECTRICAL "BANGBOARD" - MOBILE POWER DISTRIBUTION PANEL.
MOTOR CONTROL SYMBOLS
FUSE
MOTOR RUNNING LIGHT
RELAY
CONTACTOR
NORMALLY OPEN
CONTACTOR
NORMALLY CLOSED
TRANSFORMER
STOP BUTTON START BUTTON
THERMAL OVERLOAD CIRCUIT BREAKER
NEMA MOTOR STARTERDISCONNECT SWITCH
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SHEET KEYNOTES
1. 36" X 80" DOOR
2. PANELBOARD PS1
3. NOT USED
4. WINDOW
5. MINI-SPLIT HVAC SYSTEM.
6. GENERATOR
7. 480V BANGBOARD
8. 480V TO 120/208V TRANSFORMER
9. 120/208V BANGBOARD
10. PORTABLE LOAD CENTER
1. GENERAL LAYOUT OF THE CONTROL SHACK IS FOR BIDDING PURPOSES
ONLY. LIGHTING RECEPTACLES AND MINI-SPLIT LOCATIONS SHOWN CAN BE
ALTERED DEPENDING THE PREENGINEERED FACILITY PURCHSED. PS1 IS AN
ASSUMED PANELBOARD THAT WOULD BE A PART OF THE PREENGINEERED
FACILITY AND WOULD NOT BE PURCHASED SEPARETELY. FACILITY MUST BE
APPROVED BY THE COR.
2. THE DISTRIBUTION EQUIPMENT ELEVATION VIEW IS FOR BIDDING PURPOSES
ONLY. ALL EQUIPMENT LOCATIONS MUST BE CONFIRMED WITH THE COR TO
ENSURE THE LENGTH OF CABLES CONNECTING EQUIPMENT ARE
APPROPRIATELY SIZED. THE CABLES ASSOCIATED WITH EACH BACKUP
OPERATING SYSTEM MUST BE THE SAME LENGTH. ALL EQUIPMENT
ASSOCIATED WITH THE BACKUP OPERATING SYSTEM MUST COME WITH
LIFTING LUGS.
3. CONNECTIONS SHOWN IN THE DISTRIBUTION EQUIPMENT ELEVATION VIEW
DO NOT REPRESENT HOW CABLES CONNECT EACH PIECE OF EQUIPMENT TO
EACH OTHER. ALL CONNECTIONS BETWEEN ELECTRICAL EQUIPMENT ARE TO
BE MADE USING A DOUBLE LOCKING, PIN AND SLEEVE RECEPTACLE.
CONTRACTOR TO COORDINATE WITH COR PRIOR TO PURCHASING ANY PIN
AND SLEEVE CONNECTORS TO ENSURE COMPATIBILITY WITH PIN AND
SLEEVE CONNECTORS ALREADY AT THE SITE LOCATION.
4. A HYDRAULIC CONTROL MANIFOLD MUST BE INSTALLED INSIDE THE
CONTROL SHACK. THIS WILL CONSIST OF THREE HAND STICK CONTROLS TO
OPERATE THE MITER GATE, FILLING/EMPTYING VALVE AND THE LATCHING
CYLINDER. COORDINATE WITH THE COR FOR FINAL LAYOUT OF THIS
MANIFOLD.
5. REFER TO SHEET E-601 FOR INFORMATION ON GROUNDING REQUIREMENTS
OF THE SYSTEM.
6. FOUR 3' DRIVE OVER CABLE PROTECTORS THAT ARE CAPABLE OF
WITHSTANDING A MINIMUM OF 20,000 LBS MUST BE PROVIDED FOR EACH
BACKUP OPERATING SYSTEM. THE CHANNEL DIAMETER FOR THE CABLE
PROTECTORS MUST BE ABLE TO FIT THE HYDRAULIC HOSING OR
ELECTRICAL CABLES IN SEPARATE CHANNELS. SIZING OF CHANNEL
DIAMETER WILL BE DETERMINED OFF OF LARGER DIAMETER BETWEEN
HYDRAULIC HOSING AND ELECTRICAL CABLES.
GENERAL SHEET NOTES
5 5
A7 NOT TO SCALE
DISTRIBUTION EQUIPMENT ELEVATION VIEW
PS1 (1)
PS1 (2)
PS1 (6)
PS1 (6)
PS1 (3)
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1. FILLET WELD A ONE HOLE GROUNDING PLATE AT EACH HYDRAULIC BACKUP
OPERATING SYSTEM LOCATION ON THE CORNER PROTECTION ARMOR. ALL
GROUNDING CLAMP POINTS ARE TO BE COORDINATED WITH THE COR PRIOR
TO INSTALLATION. REMOVE THE EXISTING VINYL AND PAINT LAYER ON THE
CORNER PROTECTION ARMOR PRIOR TO FILLET WELDING.
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