Amd 2 LQPGRP_S-503---.pdf
PDF 391 KB Posted
- Attached to
- Sluice Gate Installation at Lac qui Parle Dam
- Solicitation number
- W912ES20B0012
About this file
This document package includes engineering drawings and specifications for a federal contract opportunity to replace sluice gates and perform pier extensions at the Lac qui Parle Dam. The work involves constructing a dewatering box and slots in pier extensions to serve as a new dewatering system for the structure. It also includes replacing the nine existing sluice gates and actuators with nine government-furnished slide gates and actuators stored nearby. The drawings provide construction details for concrete slab extensions, rebar configurations, and stoplog bracing. The specifications identify the solicitation number, describe the scope of gate installation and dewatering system work, and name the U.S. Army Corps of Engineers St. Paul District as the contracting agency.
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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
PLATE (GALVANIZED)
" STEEL BENT8
C3
UPSTREAM STOPLOG SLOT
0 1' 2'6"
6"
4" CLR
MIN (TYP)
SLOT TO BE EL. 930.0
PIERS (TOP OF
STOPLOG BRACE AT
OR SIMILAR TO MATCH
PLATE (GALVANIZED)
" STEEL BENT8
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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TOP & BOT, SHIFT
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SCREWS @ 12" O.C. STAGGERED
" DIA x 8" LONG COUNTERSUNK2
1' 2'0 6"
C4
BRIDGE DECK RESTORATION
CONCRETE 8" MIN
DOWEL INTO EXISTING
#6 TYP
PIER/ ABUTMENT
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CONCRETE 8" MIN
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#9@8" DOWEL
EXISTING BRIDGE DECK
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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 |
| A4-1, LQPGRP_S-503---.dgn, Default |
| A4, LQPGRP_S-503---.dgn, Default |
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