Amd 2 LQPGRP_S-502---.pdf
PDF 355 KB Posted
- Attached to
- Sluice Gate Installation at Lac qui Parle Dam
- Solicitation number
- W912ES20B0012
About this file
This solicitation package involves a contract opportunity for sluice gate installation at Lac qui Parle Dam. The work includes constructing pier extensions with bulkhead slots to serve as a new dewatering system, and replacing nine existing sluice gates and actuators with government-furnished slide gates and actuators stored nearby. The solicitation was issued by the U.S. Army Corps of Engineers St. Paul District. Offerors will demolish the existing structure and install the new pier extensions, bulkhead slots, gates and actuators following a phased construction plan. The drawings provide construction details for the pier extensions, reinforcement requirements, and phasing of the work.
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AND REMOVE RUST
REINFORCEMENT
PROTECT EXISTING
6" MIN
EXISTING PIER
EXTENSION
PROPOSED PIER
4" CLR TYP
AND REMOVE RUST
REINFORCEMENT
PROTECT EXISTING
6" MIN
EXISTING PIER
EXTENSION
PROPOSED PIER
4" CLR TYP
BOTH SIDES
#9@12" O.C. E.W.
0 1' 2'6" 0 1' 2'6"
BOTH SIDES
#9@12" O.C.
#9@12" O.C.
#9@12" O.C.
#9@12" O.C.
#9@12" O.C.
0 1' 2'6" 0 1' 2'6"
BOTH SIDES
#9@6" O.C.
BOTH SIDES
#9@12" O.C.
BOTH SIDES
#9@12" O.C. E.W.
MANUFACTURER (TYP)
PER BULKHEAD
EMBEDDED ITEMS
MANUFACTURER (TYP)
PER BULKHEAD
EMBEDDED ITEMS
4" CLR TYP
4" CLR TYP
M
IN
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P
@ SIDES (ABOVE EL 925)
PIER EXTENSION REINFORCEMENT
S-101
C4
DETAIL
@ SIDES (BELOW EL 925)
PIER EXTENSION REINFORCEMENT
S-101
C5
(T
Y P
CONCRETE
EXISTING
12" MIN INTO
REINFORCEMENT
DRILL AND EPOXY
CONCRETE
EXISTING
12" MIN INTO
REINFORCEMENT
DRILL AND EPOXY
A1
PIER EXTENSION REINFORCEMENT (ABOVE EL 925)
A2
PIER EXTENSION REINFORCEMENT (BELOW EL 925)
A4
PIER CONSTRUCTION PHASING
EL 940.6
EL 935.0
MAX HEAD WATER
EL 932.7
BOTTOM OF STRUTS
SHEET PILE
EXTENSION
PIER
JOINT EL 931.6
PIER CONSTRUCTION
EL 931.0
MAX INTERIOR WATER
0 2' 4'1'
PIER
EXISTING
M
IN
DRILL AND EPOXY DOWELS.
CONSTRUCT PART 2 OF THE PIER EXTENSION, UTILIZINGC.
REMOVE STRUTS. MAX HEADWATER EL 935.0
FLOOD THE COFFERDAM INTERIOR TO EL 931.0, AND THENB.
SILL, GATES, ETC)
AND ALL OTHER REQUIRED CONSTRUCTION ITEMS (SLAB,
CONSTRUCT PART 1 OF PIER EXTENSION, UP TO ~EL 931.6A.
PHASING AND NOTES BELOW.
REFER TO DETAIL A4 FOR PROPOSED PIER CONSTRUCTION1.
ST. PAUL DISTRICT
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SLAB, WITH STANDARD HOOK)
(EMBED INTO THE BOTTOM
#9@6" O.C. BOTH SIDES
WHEN STRUTS ARE REMOVED
MIN INTERIOR WATER EL 930.5
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
ADVERTISE
GENERAL SHEET NOTES:
| LQPGRP_S-502--- |
| References |
| Border, PW_WORKDIR:d0665721 |
| LQPGRP_Border_G-BSDxxx.dgn |
| A1, LQPGRP_S-502---.dgn, Default |
| A2, LQPGRP_S-502---.dgn, Default |
| A4, LQPGRP_S-502---.dgn, Default |
| C4, LQPGRP_S-502---.dgn, Default |
| C5, LQPGRP_S-502---.dgn, Default |
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