A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(c).pdf
PDF 24 MB Posted
- Solicitation number
- W912EK19R0016
About this file
Plans - Volume 3: Upper Guidewall Repair (File 3 of 4)
View the file
Other files
Show all 49
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S -1 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
N .T .S
S-124
B
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
U P
P E
R A
P P
R O
A C
H W
A L L B
U L L N
O S
E
P L
A N
B
IW
L D
V O
L -I
II
S -1 x x x .d g n
0 2' 4' 8'SCALE : 1/4"=1'-0"
S A
W C
U T J
O
IN
T S A
N D D
R A
IN
A G
E
FLOW
GENERAL SHEET NOTES
CONCRETE SLAB THICKNESS.
THE DEPTH OF THE3
1SAWCUT JOINTS SHALL BE 4.
BULLNOSE.
" = 1'-0" TOWARDS THE EDGE OF THE8
1CHANGES TO
RESURFACING, WHERE THE DRAINAGE SLOPE
ABUTTING EDGES OF PERIMETER CONCRETE
EDGES OF CENTER SLABS SHALL BE FLUSH WITH3.
" = 1'-0".4
1AND SLOPED AWAY AT
CENTER SLABS SHALL BE DOMED AT THEIR CENTERS2.
OR CENTER OF CONCRETE EDGE.
CENTER OF ARC, CORNER OF FORMED CONCRETE,
IF NO DIMENSION IS SHOWN, THE JOINT IS AT THE1.
A1
PLAN - SAWCUT JOINTS AND DRAINAGE
DOWNWARD SLOPE DIRECTION
8'-2
5'-2
6'-3" 5'-0" 6'-3" 6'-3" 5'-0" 6'-3"
45° (TYP.)
° (T
YP.)
3'-3 "16
1'- 9
10' -11
"8
'-8
"4
8'-6
12.6
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
VOLUME III
SOLICITATION
B J
O N
E S
"16 118'-1
A
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S -3 x x x .d g n
:3
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-301
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
II
S -3 x x x .d g n
A1
SECTION
EXISTING APPROACH WALL
GENERAL SHEET NOTES
U P
P E
R A
P P
R O
A C
H W
A L L
S E
C T
IO
N
C O
N C
R E
T E R
E P
L A
C E
M E
N T
REPLACEMENT
" EXPANSION JOINT2
BY OTHERS
SUPPLIED/INSTALLED
HANDRAILS
BOND BREAKER
TAR PAPER
2'1'0SCALE : 1"=1'-0"
EXISTING KEVEL RAIL
EXISTING COLD JOINT
4'-5"
M
IN
2" DEEP SAWCUT
(MID-DEPTH)
6 X 6 W6/W6 WELDED WIRE REINFORCEMENT
SLOPE 1/8" : 1'-0"
fy = 60,000 PSI.
5. YIELD STRENGTH OF WELDED WIRE REINFORCING,
4. CONCRETE COMPRESSIVE STRENGTH f'c = 4,500 PSI.
TRAFFIC.
BROOM FINISH PERPENDICULAR TO THE DIRECTION OF
3. NEW CONCRETE ON APPROACH WALL SHALL RECEIVE A
CONTROL JOINTS WILL BE REQUIRED PER THE COR.
REMOVALS ARE DETERMINED IN FIELD, ADDITIONAL CRACK
IRREGULARITIES MORE THAN 3/8". IF LOCAL DEEPER
OVERLAY SHALL BE SMOOTH WITH NO SURFACE
2. EXISTING CONCRETE SURFACES TO RECEIVE A CONCRETE
ASPHALYIC-SATURATED ORGANIC FELT UNDERLAYMENT.
EXISTING CONCRETE WITH ASTM D4869, TYPE I OR TYPE II
1. UNDERLAY ALL NEW CONCRETE TO BE REPLACED OVER
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S -3 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-321
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
U P
P E
R A
P P
R O
A C
H W
A L L B
U L L N
O S
E
B
IW
L D
V O
L -I
II
S -3 x x x .d g n
R E
IN
F O
R C
E M
E N
T
0 1' 2' 4'SCALE : 1/2"=1'-0"
S E
C T
IO
N
"2
15'-4" EXPANSION JOINT4
D O
W E
L S
T O
P O
F
" 8 "" : 1'-0"8
1SLOPE
STRAP ANCHORS TO REMAIN
TAR PAPER BOND BREAKER
REPLACEMENT
SECTION A-A
" : 1'-0"4
1SLOPE " : 1'-0"4
1SLOPE
C L
1'-0" (TYP.)
1'-0" (TYP.)
" : 1'-0"8
1SLOPE
" EXPANSION JT MATERIAL4
8" DIA. SOCKET-CONNECT MALE PLUG
C O
M P
A C
T E
D G
R A
V E
L
(T
O P B
A R
S
COVER DOWELS W/ 6 MIL POLY SHEETING
" : 1'-0"8
1SLOPE
DRILL AND INSERT #6 DOWELS
GENERAL SHEET NOTES
A1
SECTION - BULLNOSE CENTER CONCRETE
0 6" 1' 2'SCALE : 1"=1'-0"
(NO CONCRETE)
8" SCH. 40 PVC PIPE OBSERVATION PORTS
1'-0"
C T
O P B
A R
S L
6 MIL. POLY SHEETING
REPLACEMENT
A7
SECTION - BULLNOSE CELL CAP CONCRETE
EDGE.
CONCRETE SHALL BE SLOPED AT 1/8":1'-0" TO THE CONCRETE
SLOPED AT 1/4":1'-0" TO THE CELL CAP CONCRETE. CELL CAP
5. CENTER CONCRETE SHALL BE DOMED IN THE CENTER AND
REINFORCING GRID AS REFERENCE.
CLOSE TO THAT SHOWN ON DRAWING S-123, USING
4. 8" PVC PIPE OBSERVATION PORTS SHALL BE LOCATED AS
3/4" EXPANSION MATERIAL.
3. ENTIRE PERIMETER OF CENTER CONCRETE SHALL HAVE
BONDING TO CONCRETE.
OVERLAYED WITH 6 MIL POLY SHEETING TO PREVENT
COMPACTED GRAVEL. THE EXPOSED PORTIONS SHALL BE
2. #6 DOWELS SHALL BE LOCATED AT THE TOP OF THE
OF ADHESIVE REQUIRED.
1. #6 DOWELS NEED TO FIT TIGHT IN DRILLED HOLES. NO FORM
LENGTH RADIUS
REINFORCEMENT BAR SCHEDULE
QTY
9'-9"
12'-9"
13'-9"
10'-9"
11'-9"
9'-9"
13'-9"
13'-9"
9'-9"
11'-9"
12'-9"
9'-9"
10'-9"
12'-9"
13'-9"
10'-9"
11'-9"
DESIGNATION
BAR
42'-8"
N/A
VARIES N/A
14'-6"
VARIES
VARIES
52'-3"
46'-4"
BAR W
BAR V
BAR U
BAR T
BAR S
BAR R
BAR Q
BAR P
BAR O
BAR N
BAR M
BAR L
BAR K
BAR J
BAR I
BAR H
BAR G
BAR F
BAR E
BAR D
BAR C
#4 BAR B
#4 BAR A
#4
N/A
N/A
N/A
17'-6"
26'-5"
25'-4"
27'-1"
17'-6"
17'-8"
20'-1"
19'-4"
22'-4"
20'-7"
10'-5"
N/A
N/A
7'-2" EA
20'-11"
32'-11"
19'-10" EA
54'-10"
58'-10"
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
SB502-A1
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S -5 x x x .d g n
:3
:2
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-501
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
II
S -5 x x x .d g n
8'-0"
4"
4"7 SP @ 2'-6" = 17'-2"2'-2"
TOP OF UPPER APPROACH WALL
PIER 1
C
PIER 2
C
PIER 3
C
4"
6"
L L L
S
P
SCALE : 3/8"=1'-0" 0 2' 4' 6'
E N
D O
F W
A L L S
E A
T
E N
D O
F L
A N
D W
A L L
"4
3PL
(TYP)
Ø1" x 15" ANCHOR
BULL
NOSE
LANDW
ALL
EXISTING APPROACH WALL
PIER NO.1
PIER NO.2
PIER NO.3
WALL MONOLITH 1
A1
SB502-A1
2'-2"
3 SP @ 2'-6" = 7'-6"1'-2"
D E
T A
IL
U P
P E
R A
P P
R O
A C
H W
A L L
E X
T E
R N
A L R
E
IN
F O
R C
IN
G P
L A
T E
GENERAL SHEET NOTES
REMAIN UPON APPROVAL BY COR.
ON SHOP DRAWINGS. LIFTING LUGS MAY BE ALLOWED TO
9. LIFTING LUG TYPE AND LOCATION SHALL BE CLEARLY SHOWN
WALL, AND SUBMITTED FOR GOVERNMENT APPROVAL.
GROUND SMOOTH ON THE INTERFACE WITH THE CONCRETE
SPICE(S) WILL BE CJP WELDS IN COMPLIANCE WITH AWS D1.1,
8. WELD SPLICE(S) WILL BE PERMITTED IN REINFORCING PLATE.
REINFORCING PLATE TO WALL. (SEE SHEET SD901)
7. REMOVE ALL APPURTANCES REQUIRED TO MOUNT
6. COAT ALL PLATE SURFACES WITH 5 E-Z PAINT SYSTEM.
PRODUCTS, INC. MAY BE ONE SUCH SUPPLIER.
TYPE 1 OR TYPE IV, GRADE 3 (NON-SAGGING). FIVE STAR
WITH EPOXY-RESIN BASE BOUNDING SYSTEM PER ASTM C881,
BETWEEN THE REINFORCING PLATE AND CONCRETE WALL
5. CLEAN CONCRETE PLATE CONTACT AREA AND FILL ALL VOIDS
THE ANCHOR. ONE SUCH PRODUCT IS HILTI HIT-HY 100.
BE CAPABLE OF DEVELOPING THE FULL YIELD STRENGTH OF
HOLE SHALL BE FILLED WITH ADHESIVE. THE ADHESIVE SHALL
FAST-CURE MORTAR. THE ENTIRE VOID BETWEEN ROD AND
ADHESIVE SHALL BE A HYBRID URETHANE METHACRYLATE
(AS SHOWN) PER ADHESIVE MANUFACTURER'S INSTRUCTIONS.
4. ALL ANCHORS SHALL BE INSTALLED IN DRILLED HOLES
SIZE.
WASHERS SHALL BE APPROPRIATED FOR BAR GRADE AND
OR DEFORMED BARS WITH THREADED ENDS. NUTS AND
3. ANCHORS SHALL BE ASTM F1554, GRADE 105, ALL-THREAD
2. PLATE SHALL BE ASTM A572 OR A709, GRADE 50 STEEL.
REINFORCED PLATE.
1. NORMAL UPPER ELEVATION IS BELOW BOTTOM OF
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
6'-6"
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
E -0
.d g n
:4
:1
P
M
C O
E -M
V R
P W
P
R O
C
/3
/2
R
C K I S
L A
N D D
IS
T R
IC
T
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B .H
A R
T M
A N
N .T .S
E-001
E L E
C T
R
IC
A L G
E N
E R
A L N
O T
E
GENERAL ELECTRICAL NOTES
.P
A T
T S
C H
U L L
B
IW
L D
V O
L -I
II
E -0
.d g n
WIRE.
PROVIDED WITH A SEPARATE INSULATED GREEN GROUND
ALL NEW BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE 16.
CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE 15.
TAKEN TO PROTECT CABLE ENDS FROM BEING SUBMERGED.
WATER MAY OVERTOP THE LOCK WALL. CARE MUST BE
THERE ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND
THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT 14.
WHICH THEY WERE ORIGINALLY INSTALLED.
INSTALL CABLES IN SAME DUCT BANK DUCT LOCATIONS IN
RESPECTIVE TERMINALS UPON THEIR REINSTALLATION.
RE-TERMINATE PERMANENT CABLES TO THEIR PERMANENT 13.
KIND AS EXISTING.
BROKEN OR LOST WIRE LABELS OR CABLE TAGS IN SAME
TAGS EXISTING ON ALL PERMANENT CABLES. REPLACE ANY
AND PROTECT IDENTIFICATION WIRE LABELS AND CABLE
TO BE WORKED WITH OR TEMPORARILY REMOVED. MAINTAIN
LOCATE AND IDENTIFY ALL PERMANENT CABLES REQUIRED 12.
PRIOR TO CONCRETE DEMOLITION.
IN THIS CONTRACT PRIOR TO REMOVING ANY CABLES AND
AREAS OF DEMOLITION OR EXCAVATION BEING ADDRESSED
BURIED AND EMBEDDED CONDUIT OR BURIED CABLE IN
PAINT OR OTHER APPROVED MEANS) THE LOCATION OF EACH
TRACE, LOCATE, IDENTIFY, AND MARK (NON-PERMANENT
PRE-CONSTRUCTION: THE CONTRACTOR MUST PHYSICALLY 11.
EXPENSE
THE LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S
CABLE'S CONTINUOUS LENGTH FROM THE CABLE SOURCE TO
DAMAGED, THE CONTRACTOR MUST REPLACE THE ENTIRE
RESTORE ORIGINAL CABLE TAP SPLICES. IF A CABLE IS
CABLE WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO
AND RE-TERMINATE. PERMANENT SPLICES IN EXISTING
SLACK MAY BE INADEQUATE TO CUT OUT SPLICED CABLE
CABLES AND CONDUCTOR INSULATION. EXCESS CABLE
IN SUCH A WAY AS TO PREVENT DAMAGE TO THE EXISTING
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED 10.
NON-TERMINATED, UNATTENDED CABLES OR CONDUCTORS.
MUST BE INSTALLED TO PROTECT THE ENDS OF
CONDUCTOR ENDS FROM WATER INTRUSION. SPLICE CAPS
FROM ELECTRIC SHOCK AND TO PROTECT THE CABLE AND
THE BARE CONDUCTORS AND A CABLE END TO INSULATE
SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED 9.
LOAD AT THE CONTRACTOR'S EXPENSE.
SHALL BE REPLACED IN ITS ENTIRETY FROM SOURCE TO
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR 8.
MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR (OTHER THAN AS INDICATED IN PLANS)
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 7.
AND SHALL NOT BE EXPOSED.
EXISTING PERMANENT CABLE SHALL REMAIN PROTECTED
MAY BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
GALLERIES AND ONLY. TEMPORARY CABLES (IF REQUIRED)
SPLICED ENDS OF EXISTING CABLES IN HANDHOLES AND
MAINTAIN OPERATION OF EQUIPMENT, NEW CABLES SHALL BE
WHERE TEMPORARY CABLE SPLICES ARE NECESSARY TO 6.
WHERE APPROVED BY THE CONTRACTING OFFICER.
PROTECTED LOCATION AND COVERED WITH SECURED TARP
MANHOLE OR HANDHOLE OPENINGS IN THE MOST
GALLERIES MAY BE COILED AND STORED ADJACENT TO THE
HANDRAILS. CABLES THAT WILL NOT FIT IN HANDHOLES OR
EXPOSED ON THE LOCK WALL OR SECURED TO THE
HANDHOLES OR CABLE GALLERIES. DO NOT STORE CABLE
CONCRETE WORK, CABLES SHALL BE PROTECTED IN
WHERE EXISTING CABLES ARE REMOVED TO ALLOW 5.
AND CONDUITS.
SEDIMENT AND SILT IN EXISTING MANHOLES, DUCT BANKS,
BANKS. PERIODIC FLOODING MAY HAVE DEPOSITED
RE-INSTALLATION OF CABLES IN CONDUITS, DUCTS, OR DUCT
TEMPORARY CABLES AND DUCT CLEANING PRIOR TO
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF 4.
NOVEMBER, 2014, SECTION 12.
HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT 3.
2014, SECTION 11, SUBSECTION J.
REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN 2.
ELECTRICAL POWER OUTAGES.
APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO ALL
CONTRACTOR MUST COORDINATE WITH AND RECEIVE 1.
RE-INSTALLED.
RACEWAY LOCATION OF ALL CABLES TO BE REPLACED OR
NOT LIMITED TO: SIZE, QUANTITY, TYPE, AND TERMINAL AND
RESPONSIBLE FOR FIELD CONFIRMING ITEMS INCLUDING, BUT
AND CABLE NAMES AND LOCATIONS. CONTRACTOR IS
PANELBOARD SCHEDULES, EQUIPMENT, CONTROL DIAGRAMS,
SEE REFERENCE DRAWINGS FOR APPROXIMATE 35.
CONTRACTION COUPLINGS MUST BE CONCRETE-EMBEDDED.
JOINTS. USE FERNCO TYPE JOINTS WHEN EXPANSION
BE INSTALLED ACROSS CONCRETE MONOLITH OR EXPANSION
CONTRACTOR MUST IDENTIFY ALL NEW CONDUITS THAT WILL
FITTING MUST BE PROVIDED WITH GROUNDING JUMPER.
CROSS CONCRETE EXPANSION JOINTS. TYPE EX CONDUIT
MUST BE PROVIDED IN LOCATIONS WHERE NEW CONDUITS
RIGID TYPE EX EXPANSION/CONTRACTION CONDUIT FITTINGS 34.
REMAINING EQUIPMENT.
AND WIRING AS REQUIRED TO MAINTAIN CONNECTION TO
CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT
THE INSTALLATION OF A JUNCTION BOX TO RECONNECT
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE 33.
VERIFY EXISTING CONDITIONS.
ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD
THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL 32.
REQUIREMENTS.
AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER
LOCATIONS OF ALL CONDUITS AND CABLES ON RED-LINE
AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE 31.
WHERE NOTED OTHERWISE .
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT 30.
CONDUITS.
KEEP 120 VOLT WIRING AND 480 VOLT WIRING IN SEPARATE 29.
ONE CONDUIT.
RUN MORE THAN 9 CURRENT CARRYING CONDUCTORS IN
EXCEPT FOR NIPPLES SHORTER THAN 24 INCHES, DO NOT 28.
LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, 27.
CONCRETE ANCHORS ARE NOT PERMITTED.
WEDGE-TYPE CONCRETE ANCHORS AND POWDER-ACTUATED 26.
FASTEN CONDUIT TO ELECTRICAL JUNCTION BOXES.
INSULATED-THROAT CONDUIT HUBS SHALL BE USED TO 25.
HANDHOLES.
CONDUITS AT ALL ELECTRICAL ENCLOSURES, BOXES, AND
PROVIDE INSULATING BUSHINGS AT TERMINATION OF 24.
TO ATTACH NAMEPLATES.
SATISFY THIS REQUIREMENT. USE NON-FERROUS SCREWS
APPLICABLE). LABELING SWITCH AS S-A, S-B, ETC., DOES NOT
OPERATING VOLTAGE, AND MAXIMUM FUSE SIZE (IF
ELECTRICAL EQUIPMENT BY NAME AND FUNCTION INCLUDING
3/16 INCH HIGH LETTER TO IDENTIFY ALL MAJOR PIECES OF
NAMEPLATES MUST BE UV-RATED ENGRAVED PLASTIC WITH
BOXES, TERMINAL BLOCKS, AND NEW EQUIPMENT.
PROVIDE NAMEPLATES FOR NEW PANELBOARDS, JUNCTION 23.
OTHER CONDUIT, MACHINERY, OR PIPING.
EXPOSED CONDUITS. CONDUIT MUST NOT BE SUPPORTED BY
FITTING. USE STRAP-TYPE CONDUIT SUPPORTS FOR
CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND
PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL 22.
CONDUIT.
CONDUIT SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL
MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM
AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.
CELSIUS, TYPE XHHW INSULATION. USE SOLID FOR #10 AWG
NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE 21.
AND CONTINUOUS RACEWAY SYSTEM.
GALVANIZED STEEL TYPE CONDUIT TO PROVIDE A COMPLETE
GALVANIZED STEEL (RGS), AND PVC COATED RIGID
FITTINGS MUST BE UL LISTED PVC SCHEDULE 40, RIGID
UNLESS OTHERWISE NOTED, ALL CONDUITS AND CONDUIT 20.
ANSI, ETC.).
WITH RELEVANT AMERICAN INDUSTRY STANDARDS (NEMA,
TERMINALS, TERMINATORS, AND WIRE LABELS MUST COMPLY
RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT,
LIMITED TO: CONDUIT, WIRE, CABLES, ENCLOSURES, COVERS,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT 19.
ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED.18.
APPROVED SUBMITTAL.
EQUIPMENT SHALL NOT BE INSTALLED PRIOR TO AN
HAVE 30 DAYS TO REVIEW. CONTROL STANDS AND
CONTROL STAND STRUCTURES. THE GOVERNMENT SHALL
EQUIPMENT ATTACHED TO OR INSTALLED INSIDE NEW
GOVERNMENT APPROVAL FOR NEW AND REINSTALLED
THE CONTRACTOR SHALL SUBMIT A LAYOUT FOR 17.
M
C A
C K
L E
Y
WEATHER MONITORING.
AFFECTING MET STATION EQUIPMENT FOR WATER LEVEL AND
ENGINEERS, HYDRAULICS) PRIOR TO POWER DISTRUPTIONS
THE CONTRACTOR SHALL NOTIFY EC-HW (CORPS OF 49.
PROJECT.
DAMAGED AS A RESULT OF DEMOLITION WORK FOR THIS
NOTIFY THE CONTRACTING OFFICER WHERE CONDUITS ARE 48.
BE PULLED FROM THE MITER GATE ELECTRICAL ENCLOSURE.
NO TEMPORARY POWER OR CONSTRUCTION POWER SHALL 47.
NFPA 70, NATIONAL ELECTRICAL CODE.
MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION 46.
UPPER LOCK WALL AREAS BY LOCK AND DAM PERSONNEL.
CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY
INSTALLATION MUST BE COORDINATED WITH THE
STAGING OF EQUIPMENT, REMOVAL, RELOCATION, AND 45.
VALVE HEATERS IN COLD TEMPERATURES.
TIMES. PROVIDE TEMPORARY CABLING FOR AFFECTED
AFFECTED TRAFFIC LIGHTING AND M.E.T. STATION AT ALL
FROM DUSK TO DAWN. PROVIDE TEMPORARY CABLING FOR
LIGHTING, NAVIGATION LIGHTING AND WIND SOCK LIGHTING
TEMPORARY CABLING FOR AFFECTED POLE MOUNTED
DAMAGE DUE TO CONCRETE SURFACING, PROVIDE
WHERE PERMANENT CABLING IS REMOVED TO PREVENT 44.
SYSTEMS IN WORK AREAS.
FUNCTIONAL LOCK POWER, CONTROL AND LIGHTING
WITH COR TO CONFIRM AND DEMONSTRATE COMPLETELY
CABLES ASSOCIATED WITH THIS PROJECT. COORDINATE
AND COMMISSION ALL LOCK POWER, CONTROL AND LIGHTING
PRIOR TO PUTTING EQUIPMENT BACK INTO SERVICE, TEST, 43.
DAMAGED OR STOLEN.
SAFE, DRY COVERED LOCATION WHERE IT CANNOT BE
SALVAGED EQUIPMENT SHALL BE CAREFULLY STORED IN A 42.
DURING RE-SURFACING WORK.
EXISTING CONCRETE ENCASED DUCTS TO BE PROTECTED
PRIOR TO RESURFACING WORK TO ENSURE AWARENESS OF
COORDINATE CABLE LOCATIONS WITH ALL DISCIPLINES 41.
POINTS TO ADD TO AS-BUILT DRAWINGS FOR THIS PROJECT.
FROM LOCKWALL AND OTHER PERMANENT REFERENCE
GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS
PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO
WORK, MARK ELECTRICAL DUCTS USING MARKER-PAINT, AND
PROVIDE LOCATE SERVICES IN AREAS OF BULKHEAD SLOT
PRIOR TO RESURFACING WORK, THE CONTRACTOR MUST 40.
ACCORDANCE WITH EM 385-1-1.
ACCESS INTO THE GALLERY INGRESS/EGRESS HATCH IN
FOR USE. THE CONTRACTOR SHALL PROVIDE LADDER
WORK . THE EXISTING PERMANENT LADDER IS NOT SUITABLE
THE GALLERY REQUIRES PUMPING TO ACCESS OR PERFORM
ELECTRICAL POWER FEED TO DEWATER THE GALLERY WHEN
CONTRACTOR SHALL PROVIDE A SUBMERSIBLE PUMP AND
CONTAINS WATER WHICH WILL BE PUMPED OUT. THE
ACCORDANCE WITH EM 385-1-1. THE GALLERY PERIODICALLY
REQUIREMENTS SHALL APPLY AND BE ADHERED TO IN
THE GALLERY IS A CONFINED SPACE FOR WHICH ALL SAFETY 39.
NOT PRINTED TO SCALE.
ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT
REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE
REQUIRED WORK ON THIS CONTRACT IS SHOWN ON THE
INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD 38.
WHERE IT IS NO LONGER DISTURBED.
BETWEEN THE CABLE END AND THE ACCESSIBLE POINT
LONGER DISTURBED, AND AT POINTS NO LESS THAN 50 FEET
THE LAST ACCESSIBLE POINT WHERE THE CABLE IS NO
LOAD ENDS, AT THE END OF THE 4 DISCONNECTED CABLE, AT
DURING CONSTRUCTION. LABELING SHALL BE PROVIDED AT
AS A RESULT OF IMPROPER DOCUMENTATION OR DAMAGE
TROUBLESHOOTING, TRACING OR REPLACEMENT REQUIRED
SHALL BE RESPONSIBLE FOR RECONNECTION AND FOR ANY
FUNCTION) FOR EACH CONDUCTOR. THE CONTRACTOR
CONTROL, CABLE NUMBER, LOAD CONNECTION, AND
REMOVAL. LABELING SHALL IDENTIFY FUNCTION (POWER,
ELECTRICAL CABLES PRIOR TO DISCONNECTION OR
CONTRACTOR MUST FIELD IDENTIFY AND LABEL AFFECTED 37.
RGS.
RACEWAY EXPOSED TO WEATHER SHALL BE PVC-COATED
CONCRETE SURFACES. UNLESS NOTED OTHERWISE, ALL
CONCRETE AND 2" EXPOSED WHERE CONDUITS PENETRATE
TO PVC-COATED RGS WITH AT LEAST 2" INSTALLED IN
DUCTS SHALL BE PVC SCHEDULE 40, AND SHALL TRANSITION
UNLESS OTHERWISE NOTED, NEW CONCRETE ENCASED 36.
B
R A
D T
K E
R O
C K I S
L A
N D
IL
L
IN
O
IS
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/2
IW
L D
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
VOLUME III
W E
K
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D p w \P
W
IN
T -C
P C .E
IS
.D
S .U
S A
C E .A
R M
Y .M
IL
:C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
D re s d e n I s la n d \B
IW
L D
U p p e r
B u lk h e a d R e c e s s e s \P la n S e ts \S h e e ts \B
IW
L D
V O
L -I
II
E -1
.d g n
:0
:5
P
M
B E
C D
M A
B
D
A T
E
.S
E-101
R
C K I S
L A
N D D
IS
T R
IC
T
IL
L
IN
O
IS
R
IV
E R B
A S
IN
E L E
C T
R
IC
A L P
L A
N
SHEET KEYNOTES
GENERAL SHEET NOTES
A1
ELECTRICAL PLAN - UPSTREAM GUIDEWALL
1 2
WINDSOCK LIGHT
NAVIGATION LIGHT
1 2 4
480V RECEPTACLE
CAMERA TOWER
LIGHT POLE BASE
MOUNTED TO OLD
DUPLEX RECEPTACLE
LIGHT STANDARD
HIGH MAST LIGHT
HANDHOLE
HANDHOLE
1 2 4
2 4
1 4
LIGHT POLE BASE
MOUNTED TO OLD
DUPLEX RECEPTACLE
480V RECEPTACLE
HANDHOLEHANDHOLEHANDHOLE
PULLBOX
0 8'SCALE : 1/16"=1'-0" 16' 32'
B .P
A T
T S
C H
U L L
B .H
A R
T M
A N
N
E1
ELECTRICAL PLAN - UPSTREAM GUIDEWALL
0 8'SCALE : 1/16"=1'-0" 16' 32'
N
D E
T A
IL
A
O
N T
H
IS
S
H E
E T
M A
T C
H L
IN
E
D E
T A
IL
E
O
N T
H
IS
S
H E
E T
M A
T C
H L
IN
E
RIVER
FLOW
FLOW
RIVER
RIVER
RIVER
B
IW
L D
V O
L -I
II
E -1
.d g n
U P
P E
R G
U
ID
E W
A L L
IDENTIFIED ON SHEET E-901, VOLUME III.
POWER FOR EQUIPMENT AS INDICATED FOR EQUIPMENT
E-101 AND VOLUME III, SHEET E-101. PROVIDE TEMPORARY
RECONNECTION WORK IDENTIFIED IN VOLUME I, SHEET
SHEET ARE AFFECTED BY CABLE DISCONNECTION AND
LIGHTING, RECEPTACLES & CAMERAS, SHOWN ON THIS 5.
OF CONDUCTORS SHALL BE ALLOWED.
REPLACED AT THE CONTRACTORS EXPENSE. NO SPLICING
RE-SURFACING WORK. ANY DAMAGED DUCTS WILL BE
GUIDEWALL DUCT-BANK SHALL BE PROTECTED DURING
EXISTING MANHOLES (HAND-HOLES) AND CONDUITS IN
COORDINATE WITH ALL DISCIPLINES TO ENSURE THAT 4.
RACEWAYS, CABLES AND CONNECTIONS DRAWINGS.
SEE REFERENCE DRAWINGS FOR ORIGINAL CONSTRUCTION 3.
SEE NOTES ON SHEET E-001.2.
ALL WORK SHOWN ON THIS SHEET IS PART OF OPTION "F".1.
(TYPICAL)
IN CONCRETE EMBEDDED DUCT BANKS
CABLES (DL2, DP8, P-12, L2-1 & L2-9)
(TYPICAL)
IN CONCRETE EMBEDDED DUCT BANKS
CABLES (DL2, DP8, P-12, L2-1 & L2-9)
DUCT BANKS (TYPICAL)
IN CONCRETE EMBEDDED
CABLES (P-12 & L2-9)
2 4
2 4
2 4
(TYPICAL)
IN CONCRETE EMBEDDED DUCT BANKS
CABLES (DL2, DP8, L2-1 & L2-9)
EMBEDDED DUCT
IN CONCRETE
CABLE (L2-9)
RESURFACING AREA (TYPICAL)
SHADING DEPICTS CONCRETE
RESURFACING AREA (TYPICAL)
SHADING DEPICTS CONCRETE
ATTACHED TO HANDRAIL
CABLE (L2-1) IN 3/4" RACEWAY
2 4
RIGID GALVANIZED RACEWAY
IN SURFACE MOUNTED 3"
CABLES (DL2 & DP8)
(TYPICAL)
EMBEDDED DUCT BANKS
CABLE (L2-1) IN CONCRETE
RECEPTACLE
DUPLEX
(TYPICAL)
EMBEDDED DUCT BANKS
CABLE (L2-1& L2-9) IN CONCRETE
DUCT
IN CONCRETE ENCASED
CABLES (DL2 & L2-9)
(TYPICAL)
EMBEDDED DUCTS
CABLE (L2-1) IN CONCRETERACEWAY
MOUNTED
SURFACE
DUCT &
EMBEDDED
IN CONCRETE
CABLE (DP8)
RIGID CONDUIT
SURFACE MOUNTED
CABLE (DL2) IN 3"
MOUNTED RIGID CONDUIT)
CABLE (DL2) IN 3" SURFACE
D E
T A
IL
A
O
N V
O L
U M
E I S
H E
E T E -1
M A
T C
H L
IN
E
HANDHOLE MH3
RESURFACING WORK.
6. REINSTALL EXISTING EQUIPMENT UPON COMPLETION OF
WORK.
NOT BE SUBJECT TO DAMAGE DURING RESURFACING
BOLTS AND EQUIPMENT IN A LOCATION WHERE IT WILL
UNBOLT EQUIPMENT, CAREFULLY REMOVE AND STORE 5.
AND RETERMINATE.
BACK THROUGH CONDUIT TO ASSOCIATED EQUIPMENT
DAMAGE CONDUIT OR CABLING, PULL STORED CABLES
4. UPON COMPLETION OF WORK THAT CAN POTENTIAL
REINSTALLED IN THE SAME LOCATION.
HANDHOLE "MH3" AND LIGHTING EQUIPMENT TO BE
RACEWAY WITH 1" PVC COATED RACEWAY BETWEEN
DEMOLISH AND REPLACE 1" CONCRETE EMBEDDED 3.
CABLES INSIDE A HANDHOLE OR GALLERY.
AREA AND AS NEEDED TO CAREFULLY COIL AND PROTECT
REQUIRED TO REMOVE CABLES FROM THE RESURFACING
MOISTURE. PULL CONDUCTORS BACK AS FAR AS
AFTER WORK IS PERFORMED, AND SEAL ENDS FROM
END. LABEL CONDUCTORS TO ASSURE RECONNECTION
CONDUCTORS FROM EXISTING EQUIPMENT AT THE LOAD
2. PRIOR TO CONCRETE DEMOLITION, DISCONNECT
DEMOLITION .
AND CABLES ARE NOT DAMAGED DURING CONCRETE
ADDITIONAL CARE SHALL BE TAKEN TO ASSURE CONDUITS
AND IN SKETCHES TO CLEARLY IDENTIFY AREAS WHERE
EMBEDDED ELECTRICAL. DOCUMENT ROUTING IN PHOTOS
MEASURE, MARK CONCRETE AND RECORD ROUTING OF
ELECTRICAL ROUTING SHOWN IS APPROXIMATE. LOCATE, 1.
M
C A
C K
L E
Y
2 4
2 4
2 4
2 4
B
R A
D T
K E
R O
C K I S
L A
N D
IL
L
IN
O
IS
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/2
W E
K
R
IW
L D
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
VOLUME III
File details come from the government source that posted it.