LD679MG_HI_S-105xxx.pdf
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- Attached to
- Fabrication of New Miter Gates for LD 6, 7 & 9
- Solicitation number
- W912ES22B0004
About this file
This document includes an engineering drawing file related to miter gate replacements for three locks and dams on the Upper Mississippi River, as well as the corresponding federal contract solicitation.
The engineering drawing file provides design details for fabricating new miter gates, including dimensions, materials, and specifications. The related federal contract solicitation from the U.S. Army Corps of Engineers seeks a contractor to fabricate, test, paint, prestress, deliver, and dispose of miter gates and ancillary equipment for Locks and Dams 6, 7, and 9. The solicitation is an Invitation for Bid that will result in a firm-fixed price contract, with options to include the work for Locks and Dams 7 and 9. The opportunity is 100% set aside for small businesses under NAICS code 332312 with a size standard of 500 employees. Bids are due by January 31, 2023, and the period of performance is 730 days from award.
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Text version
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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DETAIL
DETAIL
SCALE: 3/8" = 1'-0"
OF FLANGE AND GIRDER END PLATE
INTERSECTION OF DOWNSTREAM FACE
WP
FLANGE PL. 1"
PL. 1 1/2"
PLAN - TOP GIRDER (FRACTURE CRITICAL MEMBER)
SCALE: 3/8" = 1'-0" SCALE: NTS
CONTACT PLATE
FLANGE PL. 1"
FLANGE PL. 2 1/2"WEB PL. 1 1/2"
WEB PL. 1"
GATE WEIGHT PLATE, S-109
STIFFENER PL. 1/2"
TRANSVERSE
STIFFENER PL. 1/2"
LONGITUDINAL
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PL. 1/4"X4'-0"X1'-0"
"L" FOR LEFT LEAF
W/ 1 1/2" EDGE DISTANCE
1/2" DIA. A307 BOLTS
STIFFENER
LONGITUDINAL
1/4" WELD BEND
SCALE: 3/8" = 1'-0"
WP
FLANGE PL. 2 1/2"
4 7/8 "
/1
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2'-4"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"2'-4 3/8 "
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9 5/8 "
4 11/16 "
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6"
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1'-3"
11" 1'-3 3/16 "6"9'-2"6"9'-2"6"
7'-0"
7'-0"
SCALE: NTS
6"
1" SPACE TYP.
3" TYP.
1"
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6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 4'-4"
8 SP @ 6 1/2"
6"= 3'-9 1/2 "
7 SP @ 6 1/2"
9'- 1/2 "
SEE DETAIL F8 ON THIS SHEET
GATE DESIGNATION PLATE,
SECTION - UPSTREAM TOP GIRDER FLANGE (FRACTURE CRITICAL MEMBER)
21'-8 3/16 "
21'-8 3/16 "
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FLANGE PL. 1 1/2"
6" 7 1/2 "
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10 3/8 "
5'-8 3/8 "10 SP @ 4'-10" = 48'-4"5'-8 3/8 "
1'-3 15/16 "
HOLES (TYP)
13/16" DIA.
ELEVATION - DOWNSTREAM TOP GIRDER FLANGE (FRACTURE CRITICAL MEMBER)
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LATCHING PAD EYE-BOLT PATTERN
MITERQUOIN
DOWNSTREAM (TENSION SIDE)
UPSTREAM (COMPRESSION SIDE)
DIAPHRAGM.
CENTER BETWEEN TRANSVERSE STIFFENER AND INTERMEDIATE 2.
SPECIFICATION SECTION 35 20 16.
THE DESIGNATION NUMBER FOR EACH LEAF IS PROVIDED IN 1.
NOTE:
1. SPLICING OF THE TOP GIRDER SHALL NOT BE PERMITTED FLANGE AND WEB SPLICES SHALL BE PERMITTED AT CHANGES IN PLATE THICKNESS AND/OR CURVED GEOMETRY.
NOTE:
US
DS
S-106
A5
S-106
D1
F1
C9
S-108
D1
C9
S-107
D1
S-106
D6
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