A22 - PLAN_SET_AMND-2022-04-15-AMND_0001_MGINSTALL.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This document package includes construction drawings and specifications for a federal lock rehabilitation contract opportunity. The scope of work involves rehabilitation of the Illinois River Basin Dresden Island Lock and Dam located in Morris, Will County, Illinois, including installation of a government furnished miter gate, replacement of miter gate machinery and electrical systems, and dewatering of the lock chamber. Optional work includes replacement of fairlead and checkposts. The solicitation was issued by the Department of the Army Corps of Engineers Rock Island District for contract W912EK22R0008. The drawings provide details for lock structures, assemblies, and armor to guide offerors in preparation of proposals.
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PLAN - INTERMEDIATE WALL
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GRATING AND HANDRAIL NOT SHOWN FOR CLARITY.2.
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
S-310
F1
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GRATING AND HANDRAIL NOT SHOWN FOR CLARITY.2.
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
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S-312
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S-313
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A1
C PINTLEL
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64'-3 1/16 "
69'-1 1/16 "
/1
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STAND VOLUME
SEE CONTROL
SEE MG MACHINERY PLAN SET
SEE BUBBLER PLAN SET
SEE ELECTRICAL PLAN SET
SEE VALVE RECESS PLAN SET
OPPOSITE HAND
HAND
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MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
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SCALE: 1/2" = 1'-0"
PLAN - INTERMEDIATE WALL
0 2' 4'1'
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G1
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G8
S-528-H1
S-529-G13
S-528-A1
S-529-G1
S-529-G9
S-528-A15
S-526-A1
EL. 510.0
EL. 507.9
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EL. 485.6
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S-525-A14
EL. 507.2
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SECTION
0 2' 4'1'
A12
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
13'-5 9/16 "
BEND OF ANCHOR BARS.
LOCATE VERTICAL BARS AT INSIDE
EQUALLY SPACED HORIZONTALLY.
STAGGERED VERTICAL SPACING AND
(7) #6B ANCHOR BARS @ 2'-0"
#6B BAR
VERTICAL SPACING
#6B BAR @ 2'-0" O.C.
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VERTICAL SPACING
#6B BAR @ 2'-0" O.C.
BARS AT INSIDE BEND OF ANCHOR BARS.
HORIZONTALLY. LOCATE VERTICAL
AND EQUALLY SPACED
STAGGERED VERTICAL SPACING
(4) #6B ANCHOR BARS @ 2'-0"
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FLOWFLOW
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SECTION
0 2' 4'1' A12
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
FLOWFLOW
FENDER
GENERAL SHEET NOTES
1. ALL DIMENSIONS SHOWN ON THIS DRAWING ARE BASED ON REFERENCE
DRAWINGS, NOT FIELD MEASUREMENTS. FINAL DIMENSIONS MAY VARY FROM
WHAT IS SHOWN AFTER FINAL ADJUSTMENT.
2. SEE SPECIFICATIONS FOR DETAILED COMMISSIONING REQUIREMENTS.
FENDER
BLOCK
MITER
GUIDE
MITER
/1
C L
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/1
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5 7/16 " CLR
3/
CLR
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" PL4
" PL4
1" PL
BOLTS, 2" DEEP
DRILL AND TAP FOR Ø1"
" DEEP2
" BOLTS, 4
FOR Ø
DRILL AND TAP
MILL TO BEAR
MILL TO BEAR
MILL TO BEAR
FRONT
TOP
A
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S-521-A1
SCALE : 1 1/2"=1'-0"
S-521-A6 A6
S-521-A16 A16
S-521-G1
G1
S-521-G7
SCALE : 6"=1'-0"
G7
1'-8"2"
3 1/4 " 1'-0 1/2 "
4"
4"
4" 4"
HOLE
" OVERSIZED2
Ø1
SCALE : 6"=1'-0"
S-521-A16 J13
Ø3"
" 8
Ø1
" PL4
1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
3"0 6"1-1/2"
SCALE : 1 1/2"=1'-0"
S-521-A11
1' 2'0 6"
CONTRACTOR MEANS AND METHODS.
PART S-521-A1 OVERSIZED Ø1 1/2" HOLES MAY BE RESIZED PER 1.
GENERAL SHEET NOTES
ASTM A36PLATE WASHER168S-521-J137
ASTM A572 GR50KEEPER PLATE122S-521-G76
ASTM A36MOUNTING BRACKET61S-521-G15
ASTM A572 GR50BOTTOM PLATE61S-521-A164
ASTM A572 GR50TOP PLATE61S-521-A113
ASTM A572 GR50WEB PLATE61S-521-A62
ASTM A572 GR50BASE PLATE61S-521-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
2"
R
R
2"
R
2"R
/2
2'-10"
0"R
R
1'-6"
1'-6"
/1
1'-2 1/16 "
2'-0"
1'-6 1/2 "
0 1/4 " 0 3/16 "
/4
1"5 1/2 " 5 1/2 " 5 1/2 " 5 1/2 "
1'-6 1/2 "
2 3/16 "
/1
"1
/4
5 7/8 "1'-5 3/4 "
1 1/4 "
1'-11 5/8 "
3"0 6"1-1/2"
/2
/2
/2
2 1/2 "
1"
/2 T
Y P
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/1 " T
Y P
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R
R
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/4
R
/8
/4
/8
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SCALE: 3"=1'-0"
S-525-A1 - WALL ARMOR S-525-A8 - CORNER ARMOR
A8
S-525-H8 - CORNER ARMOR
H8
S-525-H1 - WALL ARMOR
H1
S-527
A11
S-527
K1
S-527
G11
S-527
A11
1'-0"6 7/8 "
2'-3 1/8 "
2'-1 13/16 "
17.62°
.0 6°
8 1/8 "
3 1/2 "
1'-11 7/16 "
2'-2 1/2 "
1'-0"5 11/16 "
17.06°
17.
06°
4 15/16 "
8"
2 1/2 "
S-527
G11
ASTM A27 GR 65-35SEAL CASTING21S-525-A14
ASTM A36CORNER ARMOR SHORT21S-525-H8
ASTM A36WALL ARMOR SHORT42S-525-H1
ASTM A36CORNER ARMOR21S-525-A8
ASTM A36WALL ARMOR42S-525-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'
S-525-A14 - ARMOR
SCALE: 1 1/2"=1'-0"
A14
S-525
H14
1' 2'0 6"
S-525-H14 - SECTION
SCALE: 1 1/2"=1'-0"
H14 1' 2'0 6"
1"
/4
/1
/2
10 7/16 "
1'-2 11/16 "
.4
6 3/4 "
5 1/4 "
.5
/1
/1
/1
/1
4"
/4
/2
/4
/2
4 1/4 "
8 13/16 "
4 1/4 "
8 13/16 "
0 9/16 "
R
/1
R
.8
8 1/2 "
6 3/4 "
1/
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A
C A
M P
B E
M O
R
D E
T A
IL
S
S-526
D
D
IL
L O
N
C D
E L
O N
G
A P
R
N D
B O
M D
E S
C R
IP
T
IO
N
A N
D M
A T
E R
IA
L
C H
A N
G
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
W
E K
R
/0
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
SCALE: 1"=1'-0"
DETAIL - S-526-A1 DETAIL - S-526-A9
SCALE: 1"-1'-0"
A9
K1
K1
SECTION - S-526-K1
6 1/4 " 1'-4 15/16 "
2'-0 15/16 "
/2
/1
/2
S
P A
C E
S
S
P A
C E
S
/1
3"
4 SPACES @ 0'-8" = 3'-4"
/4
/4
5'-3 1/4 "
/1
/8
4 13/16 "2'-6 1/2 "
10 15/16 "
/4
1'-9 15/16 "
R
4'-0 3/16 "
/1
/2
/8 " 2
/2
3'-4"
5'-3 1/4 "
1 1/2 "
5 13/16 "
1/
3/
3/
4'-0 7/8 "
.87
.4
3.
Ø 3" TYP
K
168.76°
0 3/4 "
7"
2"
4"
11 7/ 16 "
/8
6"0 3" 1'
R
2 11/16 "
/8
/2
4 1/16 "
/2
0 11/16 "
1 1/4 "
T
Y P
/1
1'-7 1/8 "
2 11/16 "
/8
10.33°
/4
0 3 /8 "2
8 1 /2 " 2"
150°
/1
6'-0 1/2 "R
H9
SECTION - S-526-H9
H9
/1
8 5/8 "
5 15/16 "
/1
T H
E O
R E
T
IC
A L
C E
N T
E R
/1
0 3/4 "
101.36°
1 1/16 "
8"
DETAIL - S-526-L9
SCALE: 3"-1'-0"
L9
4"
/1
2"
0 3/4 "
4"
52.28°
.3
0 13/16 "
150°
6.
L-9
0 1/2 " 0 1/2 "
0 1' 2'6" 0 1' 2'6"
0 1' 2'6"
6"0 3" 1'
ASTM A36
PLATE
CORNER ARMOR
1 AS SHOWN, 1 OPP HAND1S-526-A15
GR 65-35
ASTM A27
CASTING
CORNER ARMOR
1 AS SHOWN, 1 OPP HAND1S-526-A9
ASTM A36
PLATE
CORNER ARMOR
1 AS SHOWN, 1 OPP HAND1S-526-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
DETAIL - S-526-A15
A15 0 1' 2'6"
G15
0 3/4 "
/4
11 1/2 "
/2
/4
5 13/16 "
8"
1'-3 5/8 "1'-3 5/8 "
/4
/4
/2
/2
/2
7 5/8 "
/1
3'-10 3/4 "
/2
R
/4
1'-3 5/8 "1'-3 5/8 "7 3/4 "
SECTION - S-526-G15
SCALE: 1 1/2"-1'-0"
G15
K15
DETAIL - S-526-K15
SCALE: 3"-1'-0"
K15
4"
/1
0 3/4 "0 1/2 "0 1/2 "
2"
0 13/16 "
.5
.19
4 3/16 "
1'-2 3/4 "
1' 2'0 6"
6"0 3" 1'
TYP 3 SIDES
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-110 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-111 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-130 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-314 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-356 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-521 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-525 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-MGINSTALL-S-526 |
File details come from the government source that posted it. Updated .