Attachment 12 - S-403_0002.pdf
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- Solicitation number
- W911WN23B8005
About this file
This solicitation package describes a federal contract opportunity for the replacement of the hydraulic system at Pike Island Locks and Dam. The U.S. Army Corps of Engineers, Pittsburgh District, is seeking a contractor to furnish and install a new four-corner hydraulic system for the Main and Auxiliary Lock Chambers. The project includes new Hydraulic Power Units to be located in six precast buildings, installation of electrical and control systems, demolition and disposal of existing equipment, and removal of hydraulic lines. Construction must be performed with minimal lock closures and in proximity to operating locks and dams. The solicitation number is W911WN23B8005 and the opportunity was posted to the Procedures, Instructions, and Information Exchange system. Responses are due by the date specified on the federal procurement website.
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Text version
L-17
M J
S T
A
.0
A
CABLE TRENCH
EXISTING
S T
A
.0
B M
J
L-19
L-20
CABLE TRENCH
EXISTING
S T
A
.0
B M
J
L-29
L-30
EXISTING CABLE TRENCH
MACHINERY RECESS
EXISTING VALVE
MACHINERY RECESS
EXISTING VALVE
MACHINERY RECESS
EXISTING MITER GATE
L-18
L-30
L-31
S T
A
.0
B M
J
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IS
T
IN
G
B U
L K
H E
A D
R E
C E
S S
EXISTING CABLE TRENCH
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
2'-6" 9'-3 3/16 " 2'-6"
2'-6" 2'-8 3/16 "
A1
PLAN - MITER GATE MANIFOLD RECESS
SCALE: 1/4" = 1'
A7
PLAN - VALVE MACHINERY MANIFOLD RECESS AND NEW HPU BUILDING NO. 5
SCALE: 1/4" = 1'
H1
PLAN - VALVE MACHINERY MANIFOLD RECESS
SCALE: 1/4" = 1'
/2
20'-9 11/16 "
1'-9 1/2 "
/1
2'-8 3/16 "
13'-0"
/1
21'-9 11/16 " 1'-9 1/2 "
14'-0"
H7
PLAN - NEW UTILITY ACCESS TRENCH AT NEW HPU BUILDING NO. 6
SCALE: 1/4" = 1'
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GENERAL SHEET NOTES
REPRESENT EXISTING FEATURES.
FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.
FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.
S-401
A1
NORTH
PLAN
0 4' 8'2' S-401
A1
0 4' 8'2'
NORTH
PLAN
SHEET KEYNOTES
DIFFERENTIAL DISPLACEMENT BETWEEN THE MONOLITHS.
COMPRESSIBLE JOINT MATERIAL INSTALLED TO ALLOW FOR
GAPS BETWEEN SUPPORT ANGLES AT MONOLITH JOINTS SHALL HAVE A 4.
DETAIL TYPICAL BUT OPPOSITE ON OPPOSING SIDE OF TRENCH.3.
INFORMATION.
BUILDING. SEE SHEETS S-102 AND S-103 FOR ADDITIONAL
CONCRETE BASE PAD FOR PREFABRICATED PRECAST CONCRETE HPU 2.
FOR CLARITY. SEE TYPICAL SECTIONS ON SHEET S-501.
NEW ALUMINUM PLANKING TRENCH COVER NOT SHOWN IN THIS AREA 1.
LAND WALL MONOLITHS L-17 AND L-18
LAND WALL MONOLITHS L-30 AND L-31
S-401
H1
0 4' 8'2'
NORTH
PLAN
LAND WALL MONOLITHS L-29 AND L-30
AND MANIFOLD RECESS.
THAT WAS DEMOLISHED IN ORDER TO CONSTRUCT THE NEW TRENCH
ORIGINAL SECTION OF REMOVABLE CONCRETE SLAB TRENCH COVER
THIS LOCATION SHALL BE DETERMINED BY THE LOCATION OF THE FINAL
LENGTH OF SUPPORT ANGLE AND ALUMINUM PLANKING REQUIRED AT 1.
TRENCH AND GRATING NOTES
GRATING NOTE 1
SEE TRENCH AND
NO. 5
HPU BUILDING
GRATING NOTE 1
SEE TRENCH AND
PLACES
TYP 2
NO. 6
HPU BUILDING
S-401
H1
0 4' 8'2'
NORTH
PLAN
LAND WALL MONOLITHS L-19 AND L-20
GRATING NOTE 1
SEE TRENCH AND
S-403
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S-502
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S-501
H7
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