LQPGRP_S-505---.pdf
PDF 434 KB Posted
- Attached to
- Sluice Gate Installation at Lac qui Parle Dam
- Solicitation number
- W912ES20B0012
About this file
This document includes plans and specifications for a sluice gate installation project at Lac qui Parle Dam. The project involves constructing a dewatering box with slots for pier extensions and replacing nine existing sluice gates and actuators with government furnished slide gates and actuators. The specifications provide details on stoplog post fabrication and installation, concrete sill construction, and other requirements. The related federal contract opportunity indicates this is a solicitation issued by the Department of the Army Corps of Engineers St. Paul District for the sluice gate installation and dewatering system work at the Lac qui Parle Dam in Watson, Minnesota. The solicitation number is W912ES20B0012.
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"4 36'-0"4
36'-0 "4 36'-0
B1 B2
EXISTING PIER (TYP)
7"
2"
6"
6"
M
IN
M
IN
1'-4"
C4 A4
1'-10"
GROUT
HIGH STRENGTH
#8@6" O.C.
#8@12" O.C.
GROUT
HIGH STRENGTH
WELD
FULL PENETRATION
9"
C CHANNEL
TO MATCH
~1' OR AS NEEDED
INTO BOTTOM SLAB
(3) #8 EMBEDDED 12"
#8@6" O.C.
(MIN)
12" EMBEDMENT
STIFFENER PLATE
" ALUMINUM8
INTO BOTTOM SLAB
(2) #8 EMBEDDED 12"
#8@12" O.C.
6"0 3" 1'
6"
"2
SECTION TOP
9"
"2
"2
EMBEDED BOLT
" HOLE FOR8
SEE DETAIL A3
ANCHOR PLATE
" ALUMINUM2
STIFFENER PLATE
SEE DETAIL A1
L-PLATE
"8
"8
3"
TAPERED
SEE DETAIL A1
L-PLATE
3"3"" TYP2
" TYP2
STUDS (TYP)
" DIA. 3" LONG2
12" MIN
" (TYP)2
SILL PLATE
" STAINLESS STEEL2
STAGGERED
STUDS @ 12" O.C.
" DIA. 6" LONG2
EL 919.26
EL 929.76
1'-3"
EL 919.26
C1
S-503
C1
S-50312" INTO BOTTOM SLAB
(2) #8 DRILL AND EPOXY
S-302 S-301
C4 SECTION
12" INTO BOTTOM SLAB
(3) #8 DRILL AND EPOXY
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12" MIN TYP
C L
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4" CLR TYP
0 2' 4'1'
0 1' 2'6" 0 1' 2'6"
1' 2'0 6"
1' 2'0 6"
3"0 6"1-1/2"
SILL PLATE
STAINLESS STEEL
SILL PLATE
STAINLESS STEEL
T Y
P
1' 2'0 6"
4" 4"10"
@12" STAGGERED
" DIA, 4" LONG STUDS4
SILL PLATE
" STAINLESS STEEL2
SEE DETAIL B3
STAINLESS STEEL SILL PLATE,
S-101
C2
DOWNSTREAM STOPLOG SYSTEM
DETAIL
B2
DOWNSTREAM STOPLOG SLOTS
A1
L-PLATE
A3
ANCHOR PLATE HOLE
SLAB
CONCRETE
EXISTING
SLAB
CONCRETE
EXISTING
MATCH POSTS (TYP)
SIMILAR TO
PLATE (COATED) OR
" STEEL BENT8
B3
SILL PLATE
STEEL BOLT (TYP)
" DIA STAINLESS4
3(2)
CONCRETE SILL
EXISTING DOWNSTREAM
3"
FINAL EL 926.26
EL 920.76
SILL
CONCRETE
EXISTING
OR EQUIVALENT)
(6061-T6511 ALLOY
ALUMINUM I 12x14.3
POST
REMOVABLE STOPLOG
EXTENSION FOR STOPLOG POST
DOWNSTREAM CONCRETE SILL
OR EQUIVALENT)
(6061-T6511 ALLOY
ALUMINUM I 12x14.3
POST
REMOVABLE STOPLOG
A4
FOR STOPLOG POST
DOWNSTREAM PIER EXTENSION
SECTION
B1
STOPLOG POST
STOPLOGS.
POSTS AND SLOTS SHALL BE FABRICATED TO FIT
REFER TO SHEET S-510 FOR STOPLOG DETAILS. STOPLOG3.
COMPLETE, WITH NO END BURRS OR DEFORMATION.
ELEVATION ONCE ALL OTHER CONSTRUCTION IS
STOPLOG POSTS SHALL BE HAND CUT TO FINAL2.
4 STOPLOG POSTS
84 STOPLOGS (SEE SHEET S-510)
COMPLETION:
THE FOLOWING SHALL BE PROVIDED UPON PROJECT1.
ARE FRACTURE CRITICAL.
ALL COMPONENTS FOR STOPLOG POSTS
NOTE:
ST. PAUL DISTRICT
CONCRETE SILL
DOWNSTREAM
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/2
/2
AT MIDDLE OF BAY
LOCATE CONSTRUCTION JOINT
3'-0" 17'-0" 3'-0"
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
ADVERTISE
GENERAL SHEET NOTES:
| LQPGRP_S-505--- |
| References |
| Border, PW_WORKDIR:d0665721 |
| LQPGRP_Border_G-BSDxxx.dgn |
| C2, LQPGRP_S-505---.dgn, Default |
| C4-B, LQPGRP_S-505---.dgn, Default |
| C4-T, LQPGRP_S-505---.dgn, Default |
| B1, LQPGRP_S-505---.dgn, Default |
| B2, LQPGRP_S-505---.dgn, Default |
| A1, LQPGRP_S-505---.dgn, Default |
| A2, LQPGRP_S-505---.dgn, Default |
| A3, LQPGRP_S-505---.dgn, Default |
| A4-B, LQPGRP_S-505---.dgn, Default |
| A4-T, LQPGRP_S-505---.dgn, Default |
| B3, LQPGRP_S-505---.dgn, Default |
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