LQPGRP_S-503---.pdf
PDF 352 KB Posted
- Attached to
- Sluice Gate Installation at Lac qui Parle Dam
- Solicitation number
- W912ES20B0012
About this file
This document package includes construction drawings and specifications for a federal contract opportunity to replace sluice gates and perform related work at the Lac qui Parle Dam. The construction drawings depict details for pier extensions with slots and a new dewatering system involving a box. The specifications indicate the work involves constructing the pier extensions and bulkhead slots, replacing nine existing sluice gates and actuators with government furnished slide gates and actuators stored nearby, and related construction. The contracting agency is the U.S. Army Corps of Engineers St. Paul District. The solicitation number is W912ES20B0012 and offers the specified repair and replacement work at the Lac qui Parle Dam.
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EXISTING SILL
EDGE OF
GROUT
HIGH STRENGTH
8" MIN
INTO EXISTING CONCRETE
CONTINUOUS DOWELED
#6@12" O.C. E.W. TO BE
1' 2'0 6"
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12" MIN (TYP)
DRILL AND EPOXY
INTO BOTTOM SLAB (TYP)
DRILL AND EPOXY
#6@12" O.C. E.W.
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INTO EXISTING CONCRETE (TYP)
REINFOREMENT 12" MIN
DRILL AND EPOXY
CONCRETE SURFACE
ROUGHEN EXISTING
2'0 1' 4'
12" MIN
1' 2'0 6"
4"
EPOXIED INTO EXISTING CONCRETE
SCREWS @ 12" O.C. STAGGERED
" DIA x 8" LONG COUNTERSUNK2
DURING CONCRETE REMOVAL
IN CONCRETE FROM DAMAGE
PROTECT EXISTING REBAR
TRANSITION ON TOP OF SLOT.
INSTALLED. PROVIDE 1'-0"
GROUT AFTER SLOT CHANNEL
CONCRETE REMOVAL
ABUTMENT WALL
EXISTING
M A
X
MAX
S-505
C1
DOWNSTREAM RAISED SLAB
DETAIL
S-101
A3
DOWNSTREAM SLOT CHANNEL
"4 373'-4"
SEE SHEET S-506
H-PILE (TYP)
1' 2'0 6"
9"
@ 12" O.C. (TYP)
" DIA 6" LONG STUDS2
PIER EXTENSION
CONCRETE SURFACE
ROUGHEN EXISTING
TOP & BOT
#9@12" O.C. E.W.
PLATE (GALVANIZED)
" STEEL BENT8
C3
UPSTREAM STOPLOG SLOT
0 1' 2'6"
6"
4" CLR
MIN (TYP)
SLOT TO BE EL. 931.0
PIERS (TOP OF
STOPLOG BRACE AT
OR SIMILAR TO MATCH
PLATE (GALVANIZED)
" STEEL BENT8
EPOXIED INTO EXISTING CONCRETE
SCREWS @ 12" O.C. STAGGERED
" DIA x 8" LONG COUNTERSUNK2
STEEL BENT PLATE
" CONTINUOUS STAINLESS2
@ 2'-0" O.C. STAGGERED (TYP)
" DIA x 6" LONG STUDS2
SLAB/PIER EXTENSION
EMBED 2'-6" INTO
BOTH SIDES
#8@12" O.C. E.W.
TOP OF SLAB
S-302 S-301
A1
UPSTREAM SLAB EXTENSION
S-302 S-301
A4
SILL REINFORCEMENT
SEE C4/S-505
DOWNSTREAM STOPLOG BRACE,
LOCATION AND DETAILS
C4 ON SHEET S-505 FOR
PLATE. SEE B3, C2, AND
STAINLESS STEEL SILL
ST. PAUL DISTRICT
AND SHALL BE CONSTRUCTED IN PHASES. SEE C2/S-505 FOR CONSTRUCTION JOINT LOCATIONS.
EXTENDED CONCRETE SLAB SHALL BE CONTINUOUS FROM PIER 4 TO EAST ABUTMENT,
NOTE:
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
ADVERTISE
| LQPGRP_S-503--- |
| References |
| Border, PW_WORKDIR:d0665721 |
| LQPGRP_Border_G-BSDxxx.dgn |
| C1, LQPGRP_S-503---.dgn, Default |
| A3, LQPGRP_S-503---.dgn, Default |
| A1, LQPGRP_S-503---.dgn, Default |
| A3-1, LQPGRP_S-503---.dgn, Default |
| A4, LQPGRP_S-503---.dgn, Default |
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