A02.+JFC+TG+Monorail+Rehab_Painting+ReAdv+Plan+Set_DEC2022_Part2.pdf
PDF 14 MB Posted
- Attached to
- JFC Lock Tainter Gate & Mono Painting
- Solicitation number
- W912P923B0005
About this file
This federal contract opportunity notice seeks bids for rehabilitation, blasting, and painting of two tainter gates and a monorail crane bridge at the Jerry F. Costello Lock and Dam. The Department of the Army Corps of Engineers Engineering District St Louis will award a contract under solicitation number W912P923B0005 to furnish all equipment, supplies, materials, and labor to perform operations to rehabilitate and apply new paint systems to the specified structures. Bidders must have the ability to perform all work, including providing any necessary floating plant and equipment, to complete the rehabilitation and painting of the tainter gates and monorail crane bridge.
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SHEET ID
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TYP
4'-5"
TYP
4'-5"
76'-11"
1'-7"
1'-7"
3'-10"9 SPACES AT 4'-5" = 39'-9"
37'-10"2'-1 1/2 " 2'-3 1/2 "37'-10"
SIMILAR
FACE OF CENTER PIER
EXISTING 1" GROUT
" BASE PLATE4
3EXISTING 1
GIRDER SUPPORT BEAM
EXISTING MONRAIL
EXISTING MONORAIL GIRDER SUPPORT COLUMN, TYP
GIRDER COLUMN, TYP
EXISTING MONORAIL CRANE
GIRDER COLUMN, TYP
EXISTING MONORAIL CRANE
CRANE GIRDER
EXISTING MONORAIL
CRANE GIRDER
EXISTING MONORAIL
CRANE GIRDER
EXISTING MONORAIL
2'-1 1/2 "2'-3 1/2 " p t t it le
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GENERAL SHEET NOTES
E1
C1
A1
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
DOWNSTREAM MONORAIL GIRDER SUPPORT HANDRAIL ELEVATION
SCALE: 1/4" = 1'-0"
DOWNSTREAM MONORAIL SOUTHERN HANDRAIL ELEVATION
DOWNSTREAM MONORAIL NORTHERN HANDRAIL ELEVATION
STEEL STRUCTURES.
HANDRAILS SHALL BE IN ACCORDANCE WITH SECTION 09 97 02: PAINTING:
PAINTING. BLASTING AND PAINTING OF MONORAIL, WALKWAY AND
NEW HANDRAIL INSTALLATION SHALL OCCUR PRIOR TO BLASTING AND 2.
PROCEDURES DEFINED IN AWS D1.1.
ALL HANDRAIL WELDING SHALL BE IN ACCORDANCE WITH WELDING 1.
D5
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TYP
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O V
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BRIDGE DECK PLATE
EXISTING 1" STEEL MONORAIL
RAIL, TYP
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POST, TYP
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PIPE POST, TYP
S GRADE B X-STRONG
" DIA ASTM A53, TYPE2
PIPE RAIL, TYP
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UT
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2'-4 1/16 "
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SUPPORT DECK PLATE
MONORAIL GIRDER
EXISTING 1" STEEL
DETAILS
POST CONNECTION
HANDRAIL RAIL TO
SEE D1/S-509 FOR
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GENERAL SHEET NOTES
D1 D5
D7
A1 A6
TYPICAL DOWNSTREAM MONORAIL HANDRAIL DETAIL SECTION SECTION
HANDRAIL POST CONNECTION DETAIL
SCALE: 6" = 1'-0" SCALE: 6" = 1'-0"
HANDRAIL POST CONNECTION DETAIL
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
STEEL STRUCTURES.
HANDRAILS SHALL BE IN ACCORDANCE WITH SECTION 09 97 02: PAINTING:
PAINTING. BLASTING AND PAINTING OF MONORAIL, WALKWAY AND
NEW HANDRAIL INSTALLATION SHALL OCCUR PRIOR TO BLASTING AND 3.
PROCEDURES DEFINED IN AWS D1.1.
ALL HANDRAIL WELDING SHALL BE IN ACCORDANCE WITH WELDING 2.
THROUGH THE EXISTING 1" DECK PLATES ARE NOT PERMITTED.
CALCULATIONS AND DETAIL DRAWINGS. BOLTED ANCHORAGE CONNECTIONS
A LICENSED PROFESSIONAL ENGINEER AND MUST INCLUDE DESIGN
ALTERNATIVE HANDRAIL POST CONNECTION DETAILS MUST BE DESIGNED BY
CONNECTION METHODS TO THE GOVERNMENT FOR APPROVAL.
THE CONTRACTOR IS PERMITTED TO SUBMIT ALTERNATIVE HANDRAIL POST 1.
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Ø 5
.0
.0
0.969"
BLOCK SPACER REQUIREMENTS
SEE GENERAL NOTE 5 FOR
13 1/2 "
3 1/2 " 2 3/4 "
FOR EACH STUD BOLT
1 - HARDENED WASHER
PROVIDE 1 - HIGH NUT AND
ENDS ROLLED THREADS
1 - 12 UNF-2A, BOTH
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5 7/32 "
10 7/16 "
GREASE GROOVE
1/4" x 1/8" DEEP
6 GROOVES AT 60°
GREASE GROOVE,
1/4" x 1/8" DEEP
5.0 15"
5.0 20"
9"
5.7 50"
5.7 52"
/2
1 1/2 "3"3"1 1/2 "
/2
/2
16 16
BOTTOMING TAP)
UNF-2B 10 HOLES (USING
DRILL AND TAP FOR 1 - 12
1 19/32 "
2 5/16 "
2 5/16 "
2 5/16 "
2 5/16 "
1 19/32 "
12 7/16 "
6 7/32 "6 7/32 "
1" 1"
.0
.0
12 7/16 "
/8
/8
301/4"
303/16"
301/8"
301/16"
QTY"T"
SHIM SCHEDULE
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GENERAL SHEET NOTES
A4
(OPTION 2 AND OPTION 3 ONLY)
SCALE: 3" = 1'-0"
SECTION
BE BETWEEN -40°F TO 200°F.
FOR EXCLUSION AND RETENTION. OPERATING TEMPERATURE RANGE SHALL
SEAL, WITH OPPOSED NITRILE LIPS WITH STAINLESS STEEL FINGER SPRINGS
BLOCK SEAL INSTALLED SHALL BE HEAVY DUTY CARBON STEEL CASE, OIL 5.
HITCH BLOCK ASSEMBLY DETAILS AND QUANTITIES.
REFER TO REFERENCE DRAWING SHOWN ON SHEET RS-109 FOR EXISTING 4.
HITCH PLATE DETAILS.
ROPE CONNECTION AND TENSIONING. SEE SHEET S-506 FOR REPLACEMENT
CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 35 01 70.13: WIRE
REINSTALLATION OF WIRE ROPES. TESTING AND ADJUSTING OF THE HOIST
EXISTING HITCH PINS AND PIN LOCKS TO BE SALVAGED AND REUSED IN
HOIST DRUMS AND SHALL BE PROTECTED DURING REPAIRS AND PAINTING.
ROPES SHALL REMAIN ATTACHED TO THE EXISTING SOCKET BLOCKS AND
TAINTER GATES. EACH ASSEMBLY CONSISTS OF FIVE WIRE ROPES. WIRE
TWO NEW GATE HITCH BLOCK ASSEMBLIES ARE TO BE INSTALLED ON THE 3.
TENSIONING.
IN ACCORDANCE WITH SECTION 35 01 70.13: WIRE ROPE CONNECTION AND
FABRICATION AND INSTALLATION OF NEW HITCH BLOCK ASSEMBLY SHALL BE 2.
OPTION 3 ONLY.
SHOWN ON THIS SHEET ARE INCLUDED FOR CONTRACT OPTION 2 AND
GATE CONNECTION PARTS AND DETAILS FOR THE HOISTING WIRE ROPES 1.
F1
BLOCK SEAL (OPTION 2 AND OPTION 3 ONLY)
SCALE: NTS
D1
GATE WIRE ROPE SHIMS (OPTION 2 AND OPTION 3 ONLY)
SCALE: NTS
F5
(OPTION 2 AND OPTION 3 ONLY)
SCALE: NTS
WIRE ROPE SOCKET
D5
(OPTION 2 AND OPTION 3 ONLY)
SCALE: 3" = 1'-0"
BLOCK BUSHING
D8
(OPTION 2 AND OPTION 3 ONLY)
SCALE: 3" = 1'-0"
SECTION
A1
(OPTION 2 AND OPTION 3 ONLY)
SCALE: 3" = 1'-0"
GATE HITCH BLOCK (OPTION 2 ONLY)
A4
M-501
D8
M-501
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E L
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JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
1975 1976
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
E L
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N
E L
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A T
IO
N
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
1979 1980
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
E L
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A T
IO
N
E L
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A T
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N
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
1983 1984
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
E L
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N
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
POOL STAGE
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LEGEND
PERIOD OF RECORD 1973-1987
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1991 1992
E L
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1993 1994 1995 1996 1997
1998 1999 2000 2001 2002
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
E L
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POOL STAGE
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2003 2004
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAY JUN JULAUG SEPOCTNOVDEC
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| STRUCTURAL - OPTION 4 DOWNSTREAM MONORAIL HANDRAIL DETAILS |
| STRUCTURAL - OPTION 4 DOWNSTREAM MONORAIL HANDRAIL DETAILS |
| MECHANICAL - OPTION 2 WIRE ROPE CONNECTION DETAILS |
| HYDROGRAPH |
| HYDROGRAPH |
| HYDROGRAPH |
| HYDROGRAPH |
| REFERENCE DRAWING K1 40-1 |
| REFERENCE DRAWING K1 40&slash;3 |
| REFERENCE DRAWING K1 40&slash;7 |
| REFERENCE DRAWING K1 40&slash;8 |
| REFERENCE DRAWING K1 40&slash;12 |
| REFERENCE DRAWING K1 40&slash;15 |
| REFERENCE DRAWING K1 45&slash;1 |
| REFERENCE DRAWING K1 45&slash;2 |
| REFERENCE DRAWING K1 45&slash;3 |
| REFERENCE DRAWING K1 45&slash;4 |
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