A14_-_Draft_Plans_Part_3.pdf
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S-502-D1
S-502-A1
S-301-C7 S-301-C7
S-550-E3
S-501-A6
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S-001
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A1 S-301 1
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TYPICAL PRECAST PANEL
A3
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A7
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0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
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US Army Corps
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S-050
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A3
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A7
ELEVATION - CHAMBER FACE
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
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S-351
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S-351
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S-351
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VOLUME I - D
S O
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N N
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US Army Corps of Engineers
US Army Corps
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C T C
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SHEET ID
A
B
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S-301-C7
S-501-A6
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(3" MIN. LENGTH)
THREADED INSERT
C L
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19.69"
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EQUALEQUAL
6"
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A5
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DETAIL
C7
END PILING DETAIL
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SECTION
PS 27.5 PILING END PILES
CUT TO FORM
" SLOTTED HOLE8
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13C
#4 @ 6"
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
L
ANCHOR
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C SHEET PILE
SHEET KEYNOTE
PLUMBNESS.
OF SHIM MAY NEED TO VARY ALONG THE HEIGHT FOR
PILE ORIENTATION AS SHOWN IN THIS DETAIL. THICKNESS
" SHIM IS ONLY REQUIRED ON THE END WITH SHEET 16
3 1.
" STEEL SHIM16
SPACED
EVENLY
#8 BARS #4 @ 6"
#4 STIRRUP @ 12"
#4 @ 12"
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MISS ANCHORAGE EMBEDMENT
BEND STRAPS AS REQUIRED TO
SEE S-501
PANEL ANCHORAGE ASSEMBLY
SEE S-301-A5
BENT BAR
A1
SECTION
SEE S-502-A1
WALL ARMOR
A5
SECTION
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
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US Army Corps
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C T C
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SHEET ID
A
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S-505-A1
S-351-D7
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A S
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DETAIL
L
SCALE : 3/4"=1'-0" 0 1' 2' 3' 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
F7
SECTION
SCALE : 3/4"=1'-0" 0 1' 2' 3'
19.69"
7.75"
EQUALEQUAL
END PILES
CUT TO FORM
" SLOTTED HOLE8
7" x 116
13C
7.75"
PS 27.5 PILING
" BOLT4
3C Ø L
A7
OF 3
FACTOR OF SAFETY
OF 1.5 KIPS W/
ALLOWABLE LOAD
(3" MIN. LENGTH)
THREADED INSERT
7"
8'-0"
"4 37'-11
A1
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
" STEEL SHIM16
SHEET KEYNOTE
PLUMBNESS.
OF SHIM MAY NEED TO VARY ALONG THE HEIGHT FOR
PILE ORIENTATION AS SHOWN IN THIS DETAIL. THICKNESS
" SHIM IS ONLY REQUIRED ON THE END WITH SHEET 16
3 1.
C L
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#4 @ 12"
#4 STIRRUP @ 12"
1'-8" 2'-0"
ANCHORS
#8 PANEL
1'-8"1
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" AMPLITUDE4
1A
ROUGHENED TO
INTENTIONALLY
REAR SURFACE
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END PILING DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
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D
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VOLUME I - D
S O
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1/4
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WELD
THIS IS A CRITICAL
TYP
100% UT
CJP
D E
T A
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S
D1
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
D5
ANCHORAGE DETAIL
A5
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8 15"2
"8 73'-3
9 SP @ 4" = 3'-0""16
GENERAL SHEET NOTES
1. STUD WELDING ALLOWED ACCORDING TO AWS D. 1
100% UT
CJP
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K
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VOLUME I - D
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A1 S-502-A1
A7
A7
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"2
STUD ANCHOR
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TYP
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SECTIONS, TYP
STRAP ANCHOR
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STUD ANCHOR
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D1 S-502-D1
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D E
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1/4
START WELDS @
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SECTIONS, TYP
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VOLUME I - D
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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C
D
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F
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S-550-A3
S-551-A7
S-550-A1
S-550-A9
S-551-A1
S-551-A3
S-553-C1
S-550-A3
S-550-A9
S-550-A1
S-550-A9
S-550-A3
S-550-A9
S-553-A1
S-550-A9
S-550-A3
S-550-A6
S-550-A6
S-550-A6
S-550-A6
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SECTION - BULKHEAD RECESS FRAME
M K S -5
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S-506
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
C
D
E
F
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S-551-A1
S-551-A3
S-551-A5
S-551-A7
S-551-A9
S-550-D1S-553-A1
S-552-A9
S-553-C1
S-552-A7
S-552-A5
S-552-A3
S-552-A1
S-551-A1
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"2 15'-2
5/16
5/16
"8
ASSEMBLY - BULKHEAD RECESS FRAME
5/16
5/16
5/16
5/16
5/16
5/16
2'1'0SCALE : 1"=1'-0"
LANDWALL SHOWN, RIVER WALL OPPOSITE HAND1.
GENERAL SHEET NOTE
D E
T A
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5/16
5/16
FLUSH
GRIND
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/1
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
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D
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F
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S-504-A1
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"8 34'-8
S-201
A8
S -3
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S-201
A1
"8 52'-0
"16 54'-1
S-201
A4
"16 32'-4
SCALE : NO SCALE
GENERAL SHEET NOTES
PROTECTION PLATE ASSEMBLY, FOUR TOTAL.
TWO TURNBUCKLE ASSEMBLIES REQUIRED PER 2.
PLATE ASSEMBLY, FOUR TOTAL.
TWO SWIVEL HOIST RINGS REQUIRED PER PROTECTION 1.
A1
ISOMETRIC - PROTECTION PLATE ASSEMBLY
A5
PLAN - PROTECTION PLATE ASSEMBLY
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®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
S-502-E3
S-503-E1 S-503-E1
S-502-A1
S-502-A3
S-503-E1
S-502-A7
S-503-E1
S-503-A7
S-502-E7
S-502-A9
S-503-E1
S-502-A1
S-501-A9
S-501-A1
S-502-A3
S-503-E1
S-502-A7
S-503-E1S-503-E1
S-501-A1 S-501-A1
S-501-A5
S-501-A9
S-503-E1S-503-E1
S-502-E2
S-503-E4
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0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
"16 54'-1
A8A4
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S-301
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"2
3'-4"
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P A
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S-301
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A4
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S-301
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US Army Corps of Engineers
US Army Corps
P R
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B J
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A
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REVIEW
C
C L E
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VOLUME II
/0
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US Army Corps
S O
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
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REVIEW
GENERAL ELECTRICAL NOTES
B
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L D
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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.
AREAS.
FUNCTIONAL LOCK POWER AND LIGHTING SYSTEMS IN WORK
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.
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.
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.
M
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SD302
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SD301
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SD301
A1
REVIEW
SHEET KEYNOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 3.
EXISTING DRAINS TO BE CLEANED AND CLEARED. 2.
FRAME AND EMBEDDED METALS TO BE DEMOLISHED.
SEE REFERENCE DRAWINGS FOR EXISTING SUPPORT 1.
M
IN
R
E M
O V
A L
"16 119'-116'-0"5'-9"
10" REMOVAL 9" MIN REMOVAL
9" MIN REMOVAL
3'-3""2 111'-73'-3"
"2 122'-11
1'-9"
10" REMOVAL
1'-0" MIN REMOVAL
R E
M O
V A
L
10" CONCRETE REMOVAL FOR GUTTER INSTALLATION. 3.
PLATE.
REMOVE AND REINSTALL MACHINERY PIT PROTECTION 2.
".4
1SURFACE IRREGULARITIES MORE THAN
HORIZONTAL SURFACE SHALL BE SMOOTH WITH NO 1.
MACHINERY PIT CONCRETE DEMO
LEGEND
WALL DEMOLITION
GUTTER DEMOLITION
FLOOR/SLAB DEMOLITION
VERTICAL DEMOLITION
1'-0" MIN REMOVAL
B J
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E1
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
9" MIN
M
IN
9" MIN
1'-0" MIN
M
IN
M
IN
9" MIN
1'-0" MIN
REVIEW
"2 111'-7 8'-4"5'-0"
GENERAL SHEET NOTES
R
E M
O V
A L
SHEET KEYNOTES
EL 506.34
EL 510.00
TOP OF EXISTING WALL
10" CONCRETE REMOVAL FOR GUTTER INSTALLATION 2.
PLATE.
REMOVE AND REINSTALL MACHINERY PIT PROTECTION 1.
EL 506.34
EL 510.00
TOP OF EXISTING WALL
EL 504.00
EXISTING FLOOR
"16 155'-51'-4" "2
11'-2
8'-6""2 114'-5
"2 122'-11
REMOVE EXISTING SLAB
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 2.
EQUIPMENT.
SEE SHEET M-301 FOR REMOVAL OF MACHINERY 1.
LEGEND
WALL DEMOLITION
GUTTER DEMOLITION
FLOOR/SLAB DEMOLITION
VERTICAL DEMOLITION
B J
O N
E S
C
C L E
M E
N T S
/0
/1
A
R O
D
M
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VOLUME II - A
S O
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N N
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
REVIEW
GENERAL SHEET NOTES
SHEET KEYNOTES
10" CONCRETE REMOVAL FOR GUTTER INSTALLATION 2.
PLATE.
REMOVE AND REINSTALL MACHINERY PIT PROTECTION 1.
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 2.
EQUIPMENT.
SEE SHEET M-301 FOR REMOVAL OF MACHINERY 1.
EL 506.34
EL 510.00
TOP OF EXISTING WALL
R E
M O
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L
R E
M O
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9" MIN REMOVAL
R
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A L
M
IN
R
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"16 55'-2"16
111'-"16 153'-4
5'-6"
LEGEND
WALL DEMOLITION
GUTTER DEMOLITION
FLOOR/SLAB DEMOLITION
VERTICAL DEMOLITION
A
R O
D B J
O N
E S
C
C L E
M E
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S-301
A1
S-301
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REVIEW
S-302
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1'-0"
GEAR BASEPLATE
3" BELOW BULL
CONCRETE PLACED
1'-9"3'-3""2 111'-73'-3"9"
"2 122'-11
"16 119'-116'-0"5'-9"
"2 122'-11
"16 131'-2
GENERAL SHEET NOTES
SHEET KEYNOTES
PLATE.
REMOVE AND REINSTALL MACHINERY PIT PROTECTION 1.
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.
A1
MACHINERY PIT CONCRETE
B J
O N
E S
C
C L E
M E
N T S
/0
/1
A
R O
D
M
C A
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L E
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VOLUME II - A
S O
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US Army Corps of Engineers
US Army Corps
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A
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D
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S-501-E5
S-501-E1
S-501-A1
S-501-A1
S-501-E5
S-501-E5
S-501-E1
S-501-E5
S-501-A1
S-501-A1
S-501-C1
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0 1' 2' 4'SCALE : 1/2"=1'-0"
REVIEW
"2 19'- "4
39'-
"2 124'-11
"2 126'-
S-303
D1
S-303
D4
S-303
A1
"2
" TO EXISTING LOCK2
1SLOPED 3
ELEVATION OF GUTTER AND
CONCRETE TO BE PLACED AT
"2
124'-7
"2 1L 3X2X
SHEET KEYNOTES
WATERSTOP BETWEEN PLATE AND CONCRETE.
" STAINLESS STEEL BOLTS. USE HYDROPHILIC 8
5NEW
REINSTALL MACHINERY PIT PROTECTION PLATE. WITH 1.
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.
B J
O N
E S
C
C L E
M E
N T S
/0
/1
A
R O
D
M
C A
C K
L E
Y
VOLUME II - A
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
S-511-E4 S-512-D4 S-512-D1
S-511-C4 S-511-C7 S-511-E1
S-511-E4
S-511-C4
S-511-A1 S-511-A4
S-511-A1 S-511-A4
S-511-A7
S-511-A7
S-511-C1
S-511-C1
S-512-A1 S-512-A4 S-512-A7 S-512-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I I_
A S -1 x x x .d g n
:2
:5
A
M
C O
E -M
V R
P W
P
R O
C
/1
/2
.S
S-103
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
P L
A N
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
M A
C H
IN
E R
Y P
IT
B
IW
L D
V O
L -I I_
A S -1 x x x .d g n
0 1' 2' 4'SCALE : 1/2"=1'-0"
REVIEW
C O
V E
R P
L A
T E
S
"8 325'-11
3'-0"3'-0"3'-0"3'-0" 3'-0" 3'-0" 3'-0" 3'-0""8 31'-11
"8 72'-55'-7""2
12'-103'-0"3'-0"3'-0"3'-0"3'-0"
A1
PLAN MACHINERY PIT COVER PLATES
B J
O N
E S
C
C L E
M E
N T S
/0
/1
A
R O
D
M
C A
C K
L E
Y
VOLUME II - A
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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I I_
A S -1 x x x .d g n
:2
:3
A
M
C O
E -M
V R
P W
P
R O
C
/1
/2
.S
S-104
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
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IS
R
IV
E R B
A S
IN
P L
A N
G R
U N
D Y C
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N T
Y
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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
M A
C H
IN
E R
Y P
IT
B
IW
L D
V O
L -I I_
A S -1 x x x .d g n
0 1' 2' 4'SCALE : 1/2"=1'-0"
REVIEW
H A
N D
R A
IL
6'-0" MAX (TYP.)
SEE NOTE 1
A1
PLAN MACHINERY PIT HANDRAIL
GENERAL SHEET NOTES
" DIAMETER GALVANIZED BOLTS.2
1USE 3.
SEE SHEET S-540 VOL I-A FOR HANDRAIL DETAILS. 2.
DRAWINGS.
COORDINATED AND CLEARLY DEPICTED ON SHOP
HANDRAIL. BOLT HOLES IN STRUCTURE STEEL SHALL BE
CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF 1.
B J
O N
E S
C
C L E
M E
N T S
/0
/1
A
R O
D
M
C A
C K
L E
Y
VOLUME II - A
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
File details come from the government source that posted it.