W912EK22B0012 Starved Rock Reference Drawings - FOR INFO ONLY.pdf
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CORPS OF ENGINEERS
/?oiler $fa1JI "'12'0.J-O
1203-A
1203-B
1203-C q_uoin
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PROVIDE 7/8"-9 UNC-2 CTSK. HD. BOLTS
AND HEX HD. NUTS FOR SECURING
NEW TRACK AND FILLER.
I l .3.• , # .Seer e : 11 -1-0
TAP FOR AND PROVIDE 3/8'� 16 UNC-2 x 3/4" LG.
CRS SOCKET HD. SET SCREWS.
BUSHINGS; 168-AA, 168-Y, $ 168-Z SHALL BE
RETAINED BY ONE SET SCREW.
BUSHINGS; 168-X SHALL BE RETAINED BY TWO
SET SCREWS, 180° APART.
EXISTING HOUSING
mmn�I--GOVT. FURNISHED
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1203-A
1203-[J
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1207 C
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168-X '"
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'. '\I :-•, '! ,, REVISION DATE
PREPARED BY:
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DRAWN 1�
. 7/1111
U.S. ARMY
JOVCRNMENT FURNISHED PARTS
)JANTITIES FOR O�E LOCK
(FDUR GATE OPE�ATORS)
NO
NA 1\E FURNISHED
,HRUST cQL�AR 4
BJSH I NG
SPRING PIN ' 8
ROl!LEH ' {=,.;;
ROLLER PIN BUSHING 16
ROLLE,l PIN 1 6
BALL THPIJST 8[ARi,Nt,· ., 4
PlcLOW BLOCK BUSHING 4 , STEP BEARING BUSHING 4
SWIVEL JOINT BUSHING ' a.
BUSHING 8
SWIVEL JOINT BUSHJNG 4
SWIVEL. IOINT BUSHING 4
ROLLER 8
ROLLER AX LE '
,'OLLER TRACK I
'1CLLER TRACK FILLER PL/1TE 4
N O T E
FOR NOTES S�E SHEET M-2
GOVERNMENT FURNIS½EO
CONTRACTOR INST,LLEO PAR;s
DESCRIPTION
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
CHICAGO. ILLINOIS
ILLINOIS WATERWAY
,I �
ST ARV ED ROCK LOCK AND DAM
LOCK REHABILITATION
. _. REPAIR OF
BY
MITER GATE OPERATING MACHINERY
SUBMITTED BY: A
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CHIEF ENGINEERING DIVISION SHEET 4 2 OF 122 74
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A N
S I
D
E ic s p d f2 \2
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\B
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:3
:2
P
M
C O
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V R
P W
P
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C
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.T .S
G-001
C O
V E
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H E
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B
IW
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R O
C K I S
L A
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IL
L
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C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D
D
IL
L O
N
VOLUME I
B
IW
L D
V O
L I_
G -0 x x x .d g n
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
VOLUME I: STARVED ROCK MITER GATE INSTALLATION
/0
/0
W E
K
R
K
M
IT
V A
L S
K Y
A
H E
D D
L E
S T
E N
M
C A
C K
E Y
M U
L T
IP
L E S
IT
E S
W E
K
C
CONTRACT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A1
INDEX
GENERAL NOTES
SCALE : NTS
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
G -0 x x x .d g n
:3
:3
P
M
C O
E -M
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P W
P
R O
C
/5 /2
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
D
D
IL
L
G-002
IN
D
E X A
N D G
E N
E R
A L N
O T
IW
L D
.S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
1.
VOLUME I
B
IW
L D
V O
L I_
G -0 x x x .d g n
L A
S A
L L E C
O U
N T
Y
IL
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
/0
/0
W E
K
R
K
M
IT
V A
L S
K Y
M
C A
C K
E Y
A
H E
D D
L E
S T
E N
M U
L T
IP
L E S
IT
E S
W E
K
C
CONTRACT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
ILLINOIS RIVER
AC
AC
AC
AC
12"
18"
22"
455.41
456.35
456.70
456.83
456.95
24"
457.51
457.61
457.66
457.86
457.92
457.96
458.02
458.03
458.05
24"
458.26
15" (3)
458.38
458.52
458.71
458.79
458.80
458.83
S
459.26
459.28
459.67
459.68
459.68
18"
20"
460.05
460.12
460.22
460.59
460.67
18"
460.73
460.85
20"
22"
461.14
461.28
461.67
461.68
461.96
461.98
462.07
462.10
462.21
462.31
462.35
462.38
10"
462.39
462.41
462.46
462.56
462.64
462.66
S
18" 20"
462.83
14" 462.98
463.02
463.23
20"
463.33
463.38
5"
463.52
463.55
463.61
5"
463.78
463.82
S
463.83
S
463.90
463.98
463.99
464.01
9"
MW
464.14
464.16
6" 464.20
464.27
464.29
464.36
464.38
5" 464.40
464.43
464.45
464.48
464.49
464.51
S
464.54
MW
3"
14"
464.62
464.63
464.66
464.67
464.68
464.70
464.73
464.74
464.75
464.77
464.84
464.87
464.89
464.95
S
17"
465.13
465.14
465.15 34"
24"
465.42
465.50
465.53
465.54
465.64
465.72
26"
S
465.75
465.76
465.77
465.78
465.81
465.84
465.86
465.89
466.06
38"
48"
15"
466.14
8"
466.27
466.31
466.31
466.32
466.38
466.40
466.47
S
466.49
466.54
30"
S 15"
26"
466.77
466.84
24"
467.19
48"
467.27
13"
17"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
V -1 x x x .d g n
:3
:0
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
V-101
IL
L
IN
O
IS
R
IV
E R B
A
P
A N
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
N
0 100'SCALE : 1"=50'-0" 50'
STARVED ROCK LOCK CHAMBER
M S
C U
D D
E R
D J
O H
N S
O N
SURVEY CONTROL
BRASS DISC 14-357-1313
L9
L8
L7
L6
L5
L4
L3
L2
R1
R2
R3
R4
R5
R6
R1A
L3A
H1
H2
H3
POINT NORTHING EASTING NAVD 88 NGVD 1929 MSL 1912 DESCRIPTION
GENERAL NOTES
BM A
MAGNAIL 14-357-101
A S S
H O
W N
B
IW
L D
S U
R V
E Y C
O N
T R
SURVEY CONTROL
M S
C U
D D
E R
VOLUME I
14-357-101 1698707.71 2620972.12 464.27 464.46 464.88 MAGNAIL
BM A 1698600.93 2621336.17 466.43 466.62 467.04 ALUM CAP ON 5/8" REBAR
14-357-1313 1698501.68 2621247.76 463.56 463.75 464.17 BRASS DISC 464-027 RECORD ELEV 463.56 M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
B
IW
L D
V O
L I_
V -1 x x x .d g n
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
LAND WALL
RIVER WALL
D J
O H
N S
O N
/0
/0
W E
K
R
TO CONVERT NAVD88 TO MSL 1912 ADD 0.61 FEET.
TO CONVERT NAVD88 TO NGVD 1929 ADD 0.187 FEET.
NGVD 1929 DATUM.
WATER ELEVATIONS FROM RIVERGAGES.COM ARE IN
3. PLAN SET ELEVATIONS ARE IN MSL 1912 DATUM.
WEST - 1202, NAVD88 GEOID 12A, US SURVEY FEET.
2. SURVEY CONTROL PROJECT DATUM IS NAD83 ILLINOIS
FIELD BOOK ILWW-PS-1 PAGES 12 THRU 26.
1. CONTROL SURVEYS COMPLETED JUNE 2014.
M U
L T
IP
L E S
IT
E S
W E
K
C
CONTRACT
FLOW
ILLINOIS RIVER
E
AC
AC
AC
AC
SR-18-04
SR-18-03
SR-18-01
SR-18-02
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
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P L
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A T
E
C O
N T
R A
C T N
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
B -1 x x x .d g n
:3
:3
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
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IS
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C K I S
L A
N D D
IS
T R
IC
T
U .S
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P S O
F E
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IN
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R S
IL
L
IN
O
IS
R
IV
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A S
IN
1" = 50'0"
BORING PLAN
A1 50' 100'0
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
VOLUME I
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
B
IW
L D
V O
L I_
B -1 x x x .d g n
B-101
B O
R
IN
G P
L A
N
DOWNSTREAM GUIDEWALL
UPSTREAM GUIDEWALL
STARVED ROCK LOCK CHAMBERRIVER WALL
LAND WALL
F .C
A S
T R
O
W T
A G
U E
/0
/0
W E
K
R
W E
K
C
M U
L T
IP
L E S
IT
E S
CONTRACT
J
H E
N D
R
IX
C
B
IS
H
P
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
B -6 x x x .d g n
:3
:3
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
10'5'01" = 5'0"
BORING LOGS
A1
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
VOLUME I
B
IW
L D
V O
L I_
B -6 x x x .d g n
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
A S S
H O
W N
B O
R
IN
G L
O G
S
B-601
D
IA
G R
A M
F
C A
S T
R O
/0
/0
W T
A G
U E
W E
K
R
W E
K
C
M U
L T
IP
L E S
IT
E S
CONTRACT
J
H E
N D
R
IX
C
B
IS
H O
P
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
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P L
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A T
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C O
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C T N
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
(5)
Qu
70.2
STATE PLANE: NAD 83 ILLINOIS EAST 1201, US SURVEY FEET
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
(12)
Qu
321840 53.8
REC= 50%
RQD= 13%
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
Qu
362142
60.2
REC= 82%
RQD= 21%
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
(6)
Qu
282036
41.8
GROUND ELEV. 464
DATE: 01/23/2019
EASTING: 2621318
NORTHING: 1698523
BOR. SR-18-01
GROUND WATER ENCOUNTERED @ 8.5'
BEGIN NX @ 24'
ROCK BIT TO 10 - 24'
POWER AUGER TO 10'
GROUND ELEV. 465
DATE: 01/24-28/2019
EASTING: 2621247
NORTHING: 1698543
BOR. SR-18-02
408.5
GROUND ELEV. 464
DATE: 01/22/2019
EASTING: 2620695
NORTHING: 1698776
BOR. SR-18-03
385.5
392.5
GROUND ELEV. 464
DATE: 02/6-7/2019
EASTING: 2620597
NORTHING: 1698803
BOR. SR-18-04
(6)
(0)
(5)
(4)
REC= 92%
RQD= 43%
REC= 83%
RQD= 18%
NX (50/ 1")
REC= 100%
RQD= 71%
REC= 100%
RQD= 38%
4,574 PSI
FILL DK GR SILTY SAND
FILL DK BR SANDY LEAN CLAY TRACE ORGANICS
TOPSOIL
CL DK GR LEAN CLAY TRACE SAND AND ORGANICS
SP BR POORLY GRADED SAND HIGHLY WEATHERED SANDSTONE
CL DK GR SANDY LEAN CLAY TRACE ORGANICS
E L E
V A
T
IO
N S I
N F
E E
T N
G V
D x x x x x x x x
SANDSTONE GR INTERMIXED WITH LIMESTONE
SANDY CLAY AT JOINTS
LIMESTONE GR MIXED WITH SANDSTONE
LIMESTONE GR MIXED WITH SHALE
LIMESTONE GR MIXED WITH SHALE
MIXED WITH SHALE AND SANDSTONE
WL
WL
REC= 92%
RQD= 13%
REC= 33%
RQD= 0%
REC= 92%
RQD= 47%
NX
SANDSTONE GR HARD, MOD. WEATHERED JOINTS
HIGHLY WEATHERED SILTY AND CLAYEY SAND
LAMINATED BEDDING
SHALE GR HARD INTERMIXED WITH LIMESTONE
BEDDING, MOD. WEATHERING AT JOINTS
SHALE GR INTERMIXED WITH LIMESTONE, LAMINATED
MOD. HARD
LIMESTONE GR MOD. FRACTURED, VERY THIN BEDDING
OCC. SOFT SHALE LAYERS
LIMESTONE GR HARD INTERMIXED WITH SANDSTONE
WATER LOSS AT 15'
GROUND WATER ENCOUNTERED @ 7.5'
BEGIN NX @ 24'
ROCK BIT TO 10 - 24'
POWER AUGER TO 10'
2,521 PSI
9,217 PSI
REC= 100%
RQD= 90%
REC= 100%
RQD= 50%
TOPSOIL
FILL SANDY LEAN CLAY WITH GRAVEL AND BRICK
CL DK BR LEAN CLAY TRACE SAND AND ORGANICS
CL DK BR SANDY LEAN CLAY TRACE ORGANICS
HIGHLY WEATHERED SANDSTONE
CL GR DK GR LEAN CLAY TRACE SAND AND
281839
322044
171427
(4)
(5)
(9)
(6)
362046
181527
(5)
10,674 PSI
2,190 PSI
NX (50/ 1")
(4)
(8)
(4)
(13)
WATER LOSS @ 24'
GROUND WATER ENCOUNTERED @ 10'
BEGIN NX @ 29'
ROCK BIT TO 10 - 29'
POWER AUGER TO 10'
REC= 60%
RQD= 0%
REC= 93%
RQD= 51%
REC= 100%
RQD= 10%
REC= 100%
RQD= 0%
REC= 100%
RQD= 75%
REC= 100%
RQD= 68%
REC= 100%
RQD= 98%
REC= 100%
RQD= 98%
TOPSOIL
GRAVEL AND ORGANICS
FILL DK BR SANDY LEAN CLAY TRACE
GRAVEL AND ORGANICS
CL DK GR SANDY LEAN CLAY TRACE
CL DK GR LEAN CLAY TRACE SAND
WEATHERED SANDSTONE
SP GR POORLY GRADED SAND HIGHLY
SANDSTONE GR HARD, MOD. WEATHERED
SANDSTONE AND SHALE BL GR HIGHLY WEATHERED
WITH OCC. SHALE LAYERS
LIMESTONE GR HARD MOD. FRACTURED
WEATHERING WITH OCC. SHALE LAYERS
LIMESTONE GR HARD MOD. FRACTURED SLIGHT
MIXED WITH SANDSTONE
SHALE GR HARD SLIGHTLY WEATHERED
WL
GROUND WATER NOT ENCOUNTERED
BEGIN NX @ 23.5'
POWER AUGER TO 23.5'
(50/ 1")
362326
NX
(14)
(6)
(6)
(2)
50.2
REC= 90%
RQD= 53%
REC= 50%
RQD= 0%
REC= 100%
RQD= 100%
REC= 100%
RQD= 86%
REC= 100%
RQD= 64%
REC= 100%
RQD= 70%
REC= 100%
RQD= 58%
TOPSOIL
FILL DK BR SANDY LEAN CLAY
FILL BR POORLY GRADED SAND
FILL DK BR GR MIX OF CLAY SAND GRAVEL
SM GR SILTY SAND
CL GR SANDY LEAN CLAY WITH SAND SEAMS
SP GR POORLY GRADED SAND WITH SILT
SANDSTONE GR SOFT HIGHLY WEATHERED
SHALE GR HARD SLIGHTLY WEATHERED THINLY BEDDED
MIXED WITH SANDSTONE
HIGHLY WEATHERED @ JOINTS
LIMESTONE GR HARD MOD. WEATHERED
MIXED WITH SHALE
HIGHLY WEATHERED @ JOINTS
LIMESTONE GR HARD MOD. WEATHERED
SHALE GR HARD THINLY BEDDED SLIGHTLY WEATHERED
WITH SHALE LAYERS SLIGHTLY VUGGY
LIMESTONE GR HARD SLIGHTLY WEATHERED
MIXED WITH LIMESTONE AND SANDSTONE
WEATHERED SLIGHTLY VUGGY
SHALE GR HARD THINLY BEDDED SLIGHTLY
MOD. HARD TO SOFT
SANDSTONE GR MOD. WEATHERED
WEATHERED MIXED WITH LIMESTONE
SHALE GR HARD THINLY BEDDED SLIGHTLY
LAYER OF BROKEN LIMESTONE
15,024 PSI
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
RIVER WALL
LAND WALL
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
N
PROJECT WORK LIMITS
0 200'SCALE : 1"=100'-0" 100'
STARVED ROCK LOCK CHAMBER
GENERAL SHEET NOTES
LOCKHOUSE
CONTRACTOR MOORING AREA
CO
UNTY HIG
HW
AY 34 (DEE BENNETT RO
AD)
CONTRACTOR STAGING AREA
CONTRACTOR PARKING (4 SPACES)
FOR REQUIREMENTS.
PLANT LOCATED ON DAM. SEE SPECIFICATION 00 73 05
BURIED 15V ELECTRICAL CABLES TO HYDROPOWER
GATE LEAVES
UPPER MITER
LOWER MITER GATE
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
C -1 x x x .d g n
:3
:2
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
IL
L
C-101
IN
O
IS
R
IV
E R B
A S
IN
B
IW
L D
S
H O
W
IT
E P
L A
N
A1
SITE PLAN
VOLUME I
MITER GATE STAGING AREA
B
IW
L D
V O
L I_
C -1 x x x .d g n
ON THIS SHEET AND NEXT TO CONTRACTOR FIELD OFFICE.
5. PLACE TEMPORARY FIELD OFFICE IN STAGING AREA NOTED
WILL BE INSTALLED BY THE GOVERNMENT.
THE AREA NOTED ON THIS SHEET. THE NEW MITER GATES
4. GOVERNMENT FURNISHED MITER GATES WILL BE LOCATED IN
SPECIFICATION 00 73 05 FOR ADDITIONAL DETAILS.
THIS SHEET. DISPOSAL CAN OCCUR AT A LATER DATE. SEE
DISPOSAL. BARGE TO BE LEFT IN MOORING AREA NOTED ON
PLACE THE MITER GATE LEAVES IN FOR CONTRACTOR
200 FT, NO LATER THAN 01 JULY 2020 FOR THE GOVT TO
3. CONTRACTOR TO DELIVER ONE HOPPER BARGE, 35 FT X
CONTRACTING OFFICER.
THEREFORE, COORDINATE CONFIGURATION WITH
SHARING THIS AREA WITH GOVT FLOATING PLANT;
INCLUDED IN THE THREE BARGES. CONTRACTOR MAY BE
BARGE FOR DISPOSAL OF THE MITER GATE LEAVES IS
EACH PLUS ONE TOW BOAT. THE CONTRACTOR PROVIDED
MOORING SPACE FOR UP TO THREE BARGES AT 50' X 150'
2. CONTRACTOR MOORING AREA: CONTRACTOR MAY HAVE
SECURITY REQUIREMENTS.
NOTED ON THIS SHEET. SEE SPECIFICATION 00 73 05 FOR
1. STARVED ROCK IS A SECURE SITE. THE ACCESS GATE IS
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
VISITOR'S CENTER
LOCK AND DAM
ACCESS GATE
FROM COUNTY HIGHWAY
PROJECT SITE ACCESS
POW
ERHOUSE INTAKE STAY CLEAR
K
M
IT
V A
L S
K Y
PROJECT SITE DRIVEWAY
M
C A
C K
E Y
/0
/0
W E
K
R
M U
L T
IP
L E S
IT
E S
A
H E
D D
L E
S T
E N
GOVERNMENT MOORING
GOVERNMENT STAGING
GOVERNMENT MOORING AREA
GOVERNMENT PARKING
CONTRACTOR STAGING AREA
CONTRACTOR PARKING AREA
GOVERNMENT TO CLOSE SITE TO PUBLIC
CONTRACTOR FURNISH BARRICADES
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
C -1 x x x .d g n
:3
:5
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
VOLUME I
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
B
IW
L D
V O
L I_
C -1 x x x .d g n
C-102
M
C A
C K
E Y
D E
W A
T E
R
IN
G P
L A
N
LANDWALL
RIVER WALL
STAIR LOCATION
APPROXIMATE
STAIR LOCATION
APPROXIMATE
BULKHEAD SILL
DOWNSTREAM
MITER GATE SILL
DOWNSTREAM
GATE SILL
UPSTREAM MITER
BULKHEAD SILL
UPSTREAM
FLOW
ILLINOIS RIVER
/0
/0
W E
K
R
A S S
H O
W N
D
D
IL
L O
N
M U
L T
IP
L E S
IT
E S
K
M
IT
V A
L S
K Y
A
H E
D D
L E
S T
E N
GOV'T BARGECONTRACTOR BARGE
ON DOWNSTREAM SILL
CLEAN 50 WEEP HOLES
ON UPSTREAM SILL
CLEAN 60 WEEP HOLES
DEWATERING PLAN
A1 SCALE : NTS
STAIR LOCATION
APPROXIMATE
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:0
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-101
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
K
A T
W A
T E
R
CHAMBER
LOCK
N
S-105
A1
S-110
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
VOLUME I
P L
A N
B
IW
L D
V O
L I_
S -1 x x x .d g n
U P
S T
R E
A M
GENERAL SHEET NOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
202+43.67
MJ STA
201+97.23
MJ STA
202+97.23
MJ STA
202+43.67
MJ STA
EL. 442.15
UPSTREAM SILL
F L
O W
LANDWALL RECESS
UPPER MITER GATE
LIGHT POST
LOCKWALL
BACK OF
EL 464.00
PIT
GEAR
BULL
MANIFOLD
BUBBLER
DRIVEWAY EL 439.15
E L
.0
CHECKPOST
CHECKPOST
CHECKPOST
E L
.0
CHECKPOST
PIT
GEAR
BULL
VALVE PITS
LIGHT POST
EL 464.00
TO DAM
RAMP
RIVERWALL RECESS
UPPER MITER GATE
EL 442.15
EL 425.00
A1
PLAN - UPPER MITER GATE
UPPER MITER GATE SILL
EL 426.00
S-350
A1
VALVE PITS
W E
K
R
/0
/0
EL 439.15
EL 439.82
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
MITER GATES NOT SHOWN FOR CLARITY.2.
SILL AND QUOIN FIT TO THE GATES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINALIZE
LOWER BULKHEADS, AND DEWATER THE LOCK CHAMBER.
LOWER BULKHEADS, SET THE NEW MITER GATES, SET
USACE TO REWATER THE LOCK CHAMBER, REMOVE 1.
RIVERWALL
LANDWALL
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:3
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-105
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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IL
L
IN
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IV
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L O
N
A S S
H O
W N
B
IW
L D
K
A T
W A
T E
R
P L
A N
FLOW
A1 S-205
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A5 S-304
A1 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d g n
N D
W A
L L U
P S
T R
E A
M
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M J S
T A
.2
M J S
T A
.6
S-141
A1
PLAN - LANDWALL UPSTREAM
''2 111'-35'-2''
''2 14'-9
''2 110'-7
''2 111'-3
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
M U
L T
IP
L E S
IT
E S
8''
2'-6''
5'-10''
1'-6''
E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:0
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-110
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
K
A T
W A
T E
R
P L
A N
FLOW
A1
S-210
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A1 S-304 A5
S-304
D4 S-302
A4 S-302
A1 S-301
D1 S-301
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M J S
T A
.2
M J S
T A
.6
S-141
A1
''2 14'-9
R
IV
E R W
A L L U
P S
T R
E
PLAN - RIVER WALL UPSTREAM
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
U
L T
IP
L E S
IT
E S
OPP HAND
OPP HAND
OPP HAND
''2 111'-3
''2 110'-7
5'-2''
5'-10''
1'-6''
''2 111'-3
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
S
IG
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D B
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D E
S C
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IP
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N M
A R
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A T
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S
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:4
P
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C O
E -M
V R
P W
P
R O
C
/5 /2
S-120
C K I S
L A
N D
IL
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IN
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C K I S
L A
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IS
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A S S
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L D
A
C A
M P
B E
L L
CHAMBER
LOCK
N
S-125
A1 S-115
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
VOLUME I
F L
O W
P L
A N
B
IW
L D
V O
L I_
S -1 x x x .d g n
D O
W N
S T
R E
A M
GENERAL SHEET NOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
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M A
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IL
L E
S A
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T A
R V
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O C
K L
O C
K S
195+16.42
MJ STA
195+16.42
MJ STA
S-3
E1
S-3
A1 S-
6A1
PIT
GEAR
BULL
VALVE PITS
EL 464.00 EL 464.00
LIGHT POLE
PIT
GEAR
BULL
VALVE PITS
LIGHT POLE
RIVERWALL RECESS
LOWER MITER GATE
LANDWALL RECESS
LOWER MITER GATE
A1
PLAN - LOWER MITER GATE
S-350
A1
LOCKWALL
BACK OF
W E
K
R
/0
/0
EL 422.00
EL 426.00
EL 426.00
EL 423.67
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
MITER GATES NOT SHOWN FOR CLARITY.2.
SILL AND QUOIN FIT TO THE GATES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINALIZE
LOWER BULKHEADS, AND DEWATER THE LOCK CHAMBER.
LOWER BULKHEADS, SET THE NEW MITER GATES, SET
USACE TO REWATER THE LOCK CHAMBER, REMOVE 1.
EL 424.00
LOWER MITER GATE SILL
RIVERWALLLANDWALL
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
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D B
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D E
S
IG
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Y
D E
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E
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:1
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-125
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
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IS
T R
IC
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U .S
A R
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A S S
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L D
A
C A
M P
B E
L L
P L
A N
FLOW
A1 S-225
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A5 S-304
A1 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d
N D
W A
L L D
O W
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T R
E A
M
M A
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E
IL
L E
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T A
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A T
E I
N S
T A
L L
A T
IO
N
L A
S A
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Y
IL
A1
PLAN - LANDWALL DOWNSTREAM
M J S
T A
.4
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
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''4 114'-7 3'-2''
1'-10''8''
''2 110'-7
''2 111'-3''2
121'-8
''2 18'-2
E
K
C
L
IC
IT
A T
IO
N N
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F
IL
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D E
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IG
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D B
Y
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IO
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E
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IZ
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S U
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IT
T E
D B
Y
P L
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C A
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P L
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A T
E
C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-514-A1
S-512-A1
S-513-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:3
:2
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-130
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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IL
L
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O
IS
R
IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
P L
A N
FLOW A1
S-230
0 2' 4' 8'SCALE : 1/4"=1'-0"
VOLUME I
A1 S-304 A5
S-304
D4 S-302
A4 S-302
S-301
D1 S-301
D1 S-302
A1 S-302
B
IW
L D
V O
L I_
S -1 x x x .d g
ELECTRICAL CONDUIT TO REMAIN
R S
E
IL
L E
S A
N D S
T A
R V
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K L
O C
K S
M
IT
E R G
A T
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T A
L L
A T
IO
N
L A
S A
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IL
R
IV
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W A
L L D
O W
N S
T R
E A
M
M J S
T A
.4
A1
PLAN - RIVER WALL DOWNSTREAM
W E
K
R
/0
/0
A1
B J
O N
E S
E J
O H
N S
''2 18'-2
''2 110'-7
''2 121'-8''2
111'-3
M U
L T
IP
L E S
IT
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OPP HAND
OPP HAND
OPP HAND
W E
K
C
L
IC
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IO
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O
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IL
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IG
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O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
LINE - ABOVE
INDICATES ROOF
ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
12'-3"
3'-4"
T
R E
A D
S
1'-0"1'-0"
"4 33'-0"2
14'-1
"4 33'-0
" CHAMFER4
"2 14"2
CONCRETE STAIRS AND LANDING
DEVICE BELOW
CABLE SEALING
6"
DOWNSTREAM UPSTREAM
ALUMINUM HANDRAIL
LAND SIDE
LOCK SIDE
C A
S T I
N P
L A
C E C
O N
C R
E T
E L
A N
D
IN
G C
A S
T I
N P
L A
C E C
O N
C R
E T
E S
T A
IR
S
CONCRETE CURB
ON 4" W X 6" H
STAND CONSOLE
CONTROL
1'-4" X 2'-6"
D6
HATCH
A6
A3
D1
A1
A1
A1
S-541
A1
S-541
F4S-541
F1
S-541
A4
S-541
C1
A8
A6
A1
A1
CONTROL STAND - PLAN
2'1'0SCALE : 1"=1'-0"
S-241 S-341
S-241
S-342
SECTION A8 ON SHEET S-342
SEAL PLATE, SEE WALL
STAINLESS STEEL BULKHEAD
TYPICAL - INDICATES
S-241
S-342
S-343
S-342
S-342
S-241
FROM DOWNSTREAM WALL
LOCKSIDE WALL AND 6"
LOCATE HATCH 6" FROM
6"
GENERAL NOTES
7. ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER.
ELECTRICAL DRAWINGS.
6. FOR ELECTRICAL PANELS AND CONDUIT LOCATIONS SEE
SPECIFICATIONS FOR DETAILS ON NOSING.
5. CONTRACTOR SHALL INSTALL STAIR NOSING ON STAIRS. SEE
LOCKWALL WITH FOUR #8 ANCHORS.
4. CONTRACTOR SHALL ANCHOR CONCRETE STAIRS TO
FACES LOCK WHILE OPERATING CONTROLS.
3. CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR
2. COORDINATE WITH ELECTRICAL WORK.
AND LOWER LANDWALL.
1. CONTROL STANDS SHALL BE CONSTRUCTED ON THE UPPER
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -1 x x x .d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
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/5 /2
K
B U
IS
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C K I S
L A
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IL
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U .S
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L D
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S -1 x x x .d g n
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D
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IL
L O
N
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S-141
O
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K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
B
IW
L D
VOLUME I
S-541
F4
S-541
F1
2'-5""2 17 2'-5""2
17 "2 174'-6""2
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
L E
P L
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A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A1
CONTROL STAND BOOTH - BULKHEAD PLAN
2'1'0SCALE : 1"=1'-0"
SHEET S-544
BULKHEAD, SEE
ALUMINUM DOOR
GENERAL SHEET NOTES
STAND.
AND FLAT WASHERS TO SECURE BULKHEADS TO CONTROL
2. CONTRACTOR SHALL PROVIDE STAINLESS STEEL BOLTS
FABRICATION TO ENSURE PROPER FIT ON CONTROL STAND.
1. CONTRACTOR SHALL ASSEMBLE BULKHEAD AFTER
"2
A N
S I
D
E ic s p d f2 \2
\5
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IW
L D
V O
L I_
S -1 x x x .d g n
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P
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E -M
V R
P W
P
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/5 /2
B U
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C K I S
L A
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IL
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L A
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L D
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L I_
S -1 x x x .d g n
E J
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S
H O
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IL
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S-142
P L
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
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L D
V O
L I_
S -2 x x x .d g n
:3
:0
P
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C O
E -M
V R
P W
P
R O
C
/5 /2
S-205
C K I S
L A
N D
IL
L
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C K I S
L A
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T R
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L D
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d g
TOW EL 464.0
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
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N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
A1
ELEVATION - LANDWALL UPSTREAM
L A
N D
W A
L L U
P S
T R
E A
M
1. SILL NOT SHOWN FOR CLARITY.
GENERAL SHEET NOTES
S-241
A1
A6 S-303
A1 S-303
"4 36'-6
2'-4"
8"
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
M
U L T
IP
L E S
IT
E S
EL 439.64
PINTLE BEARING
F1 S-303
1'-6"
E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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C K
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IG
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D B
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C A
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P L
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A T
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C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -2 x x x .d g n
:4
:2
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-210
C K I S
L A
N D
IL
L
IN
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C K I S
L A
N D D
IS
T R
IC
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U .S
A R
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F E
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IN
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IL
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A
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L D
K
A T
W A
T E
R
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d g
R S
E
IL
L E
S A
N D S
T A
R V
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T A
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A T
IO
N
L A
S A
L L E C
O U
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Y
IL
A1
ELEVATION - RIVERWALL UPSTREAM
S-241
A1
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
R
IV
E R
W A
L L U
P S
T R
E A
M
A6 S-303
A1 S-303
''4 36'-6
2'-4''2'-5''
8''
'' OPP.
OPP.
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
EL 439.64
PINTLE BEARING
1'-6''
CONTRACT
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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C O
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -2 x x x .d g n
:3
:5
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-225
C K I S
L A
N D
IL
L
IN
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C K I S
L A
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
A1
ELEVATION - LANDWALL DOWNSTREAM
TOW EL 464.0
A6 S-303
A1 S-303
''4 36'-6
2'-4''2'-5''
8''
OPP.
OPP.
W E
K
R
/0
/0
L A
N D
W A
L L D
O W
N S
T R
E A
M
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
EL 423.47
PINTLE BEARING6
3'-2''
F6 S-303
CONTRACT
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -2 x x x .d g n
:3
:4
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-230
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
FLOW
GENERAL SHEET NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"
E L E
V A
T
IO
N
VOLUME I
B
IW
L D
V O
L I_
S -2 x x x .d g n
EL 422.0
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
A1
ELEVATION - RIVERWALL DOWNSTREAM
R
IV
E R
W A
L L D
O W
N S
T R
E A
M
1. SILL NOT SHOWN FOR CLARITY.
A6 S-303
A1 S-303
''4 36'-6
2'-4''2'-5''
8''
W E
K
R
/0
/0
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
EL 423.47
PINTLE BEARING
W E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
FIXEDSLIDING
ASPHALT SHINGLES
FIXEDFIXED
FIXED
PROJECT OUTPROJECT OUT
FIXED
AND LANDING
CONCRETE STAIRS
" INSULATED GLASS2
1WITH
ALUMINUM WINDOW UNIT
TYPICAL - PREFINISHED
ASPHALT SHINGLES
" INSULATED GLASS2
COLOR OF WINDOW FRAME
PAINT TO MATCH BRONZE
ALUMINUM DOOR AND FRAME,
" INSULATED4
33'-0" x 6'-8" x 1
AND LANDING
CONCRETE STAIRS
6"6"
9'-3"12'-3"
" INSULATED GLASS2
1WITH
ALUMINUM WINDOW UNIT
TYPICAL - PREFINISHED
12 12
ASPHALT SHINGLES
LAMINATED GLASS
INSULATED AND
TYPICAL - 1"
AND LANDING
CONCRETE STAIRS
3'-4"
INSULATED GLASS
TYPICAL - 1"
ASPHALT SHINGLES
WITH BOLTED COVER
ACCESS HATCH
2'-0" x 3'-0" OPEN
FINISH FLOOR
TOP OF LOCK WALL
FINISH FLOOR
TOP OF LOCK WALL
FINISH CONCRETE
TYPICAL - SMOOTH
FINISH CONCRETE
TYPICAL - SMOOTH
ROCK FINISH CONCRETE
TYPICAL - SPLIT FACE
FINISH CONCRETE
TYPICAL - SMOOTH
FINISH CONCRETE
FACE ROCK
TYPICAL - SPLIT
R
IS
E R
S
FINISH CONCRETE
FACE ROCK
TYPICAL - SPLIT
(T Y
P
(T Y
P
45°
45° TYP.
T
Y P
" TYP.4
D9
A9 TYP.
TYP.
FIXED
D1
CONTROL STAND BOOTH - LOCKSIDE ELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
A6
CONTROL STAND BOOTH - LANDSIDE ELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"A1
CONTROL STAND BOOTH - U/S ELEVATION
D6
CONTROL STAND BOOTH - D/S ELEVATION
SCALE : NTS
SCALE : NTS
A1 S-543
D9
DETAIL 1
A9
DETAIL 2
COLUMNS
TYPICAL -
SEE E-109 FOR DETAILS
HOLE FOR WINDOW MOUNT WRAC,
S -3
A
S -3
A
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
" O.D.2
1TYPICAL - 1
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
" O.D.2
1TYPICAL - 1
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
" O.D.2
1TYPICAL - 1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -2 x x x .d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
B U
IS
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
IW
L D
V O
L I_
S -2 x x x .d g n
E J
O H
N S
D
IL
L O
N
B J
O N
N T
R O
L S
T A
N D
S-241
E L E
V A
T
IO
E
K
R
L A
S A
L L E C
O U
N T
Y
IL
M U
L T
IP
L E S
IT
E S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
B
IW
L D
E
K
C
S-510-D1
S-501-A1
S-515-A1
S-510-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:3
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-301
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
EL 461.17
EL 461.17
TOW EL 464.0
EL 458.5
TOW EL 464.0
EL 458.5
D1
SECTION - RECESS ANCHORAGE
A1
SECTION - MITER ANCHORAGE
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g
3'-6''
3'-6''
EPOXY GROUT
EMBED 1'-6" IN
180° HOOK,
STANDARD
(2)#9
EPOXY GROUT
EMBED 1'-6" IN
180° HOOK,
#9 STANDARD
2 ROWS OF (2)
5"
5"
C ANCHORAGEL
C PINL
SHEET KEYNOTES
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
1'-0''
MIN 3'' CLR
(4) SPACES @ 1'-6" = 6'-0"
C ANCHORAGEL
(4) SPACES @ 1'-6" = 6'-0"
VOL II
"16 151'-
MIN 3" CLR
C H
O R
A G
E S
U P
S T
R E
A M D
O W
N S
T R
E A
M
W E
K
R
/0
LC PIN
J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E
GENERAL SHEET NOTES
1. LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP. HAND.
ELEVATION 461.17.
SLOPE TO DRAIN MIN OF 1% WITH LOWEST POINT AT 5.
SECOND STAGE CONCRETE.4.
AND LEVEL ANCHORAGE.
RECOMMENDED TO PROPERLY POST-TENSION ANCHORS
3. BUILT UP GROUT PAD. FINAL DIMENSIONS AS
CONTACT OF THE SHEAR KEY.
2. PLACE FIRST STAGE CONCRETE FOR FULL BEARING
GROUT MANUFACTURER, MIN 3" DIA. SEE SPEC 05 59 13.
DIAMETER FOR ANCHORS SHALL BE AS RECOMMENDED THE
PLACE ANCHORS USING TWO-STAGE GROUT. HOLE
ANCHORS SHALL HAVE CLASS II CORROSION PROTECTION.
RECOMMENDED PTI PROOF LOADING PROCEDURES.
UNBONDED LENGTH. POST-TENSION TO 75 KIPS. FOLLOW
EXISTING CONCRETE 10'-0" WITH 5'-6" BONDED AND 4'-6"
" DIA. ASTM F1554 GR 105 ANCHOR RODS. EMBED INTO 2
111.
CONTRACT
W E
K
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-510-D5
S-510-A5
S-510-
S-501-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:2
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-302
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
D1
SECTION
A1
SECTION
A4
SECTION
D4
SECTION
TOW EL 464.0
TOW EL 464.0TOW EL 464.0
SCALE : 3/4"=1'-0" 0 1' 2' 3'SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
TOW EL 464.0
EL 460.17
CHAMBER
LOCK
4'-4''
1'-6" IN EPOXY GROUT.
SPACED AT 1"-0". EMBED
(6) #8 STAND 180° HOOK
1'-6" IN EPOXY GROUT.
SPACED AT 1"-0". EMBED
(6) #8 STAND 180° HOOK
IN EPOXY GROUT. STAGGER ROWS BY 6".
HOOK SPACED AT 1'-0". EMBED 1'-6"
TWO ROWS OF (6) #8 STANDARD 180°
6" (TYP.)
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
''4 16'-11
3'-8''
6" (TYP.)
BY 6".
IN EPOXY GROUT. STAGGER ROWS
HOOK SPACED AT 1'-0". EMBED 1'-6"
TWO ROWS OF (6) #8 STANDARD 180°
3'' (TYP.)
EL 461.17
EL 460.17
EL 461.17
EL 460.17
3" CLR
EL 460.17
.2
M J S
T A
.2
M J S
T
AT 1'-0" IN EPOXY GROUT
" ANCHORS. EMBED 4
3(3) Ø
A N
C H
O R
A G
E S
U P
S T
R E
A M D
O W
N S
T R
E A
M
W E
K
R
W E
K
C
B J
O N
E S
E J
O H
N S
O N
/0
/0
CONTRACT
M U
L T
IP
L E S
IT
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-501-D7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:5
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-303
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
S E
C T
IO
N
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
A1
SECTION
A6
SECTION
U P
S T
R E
A M D
O W
N S
T R
E A
M
M
IT
E R E
N D
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
HORIZONTAL
VERTICAL AND
#6 BARS @ 12" O.C
W E
K
R
E J
O H
N S
O N
/0
/0
M
U L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
R
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
F1
SECTION - LANDWALL UPSTREAM
GENERAL SHEET NOTES
SHEET KEYNOTES
BARS.
2. 4" OF COVER ON ALL VERTICAL AND HORIZONTAL
DRILL AND EPOXY #6 BARS INTO WALL 24" OC.1.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.1.
.2
M J S
T A
SCALE : 3/4"=1'-0" 0 1' 2' 3'
8''
8'' 2'-6''
C L
R
1'-0''
(2) #6B
#4B
(2) #6B
#4B(2) #4 (2) #4
''2 111'-3
''2 16'-6
C L E
2'-0" O.C
VERTICAL AND HORIZONTAL
AND EPOXIED @2'-0" O.C.
#6 BARS DRILLED
VERTICAL AND HORIZONTAL
AND EPOXIED @ 2'-0" O.C.
#6 BARS DRILLED
8''
J
F6
SECTION - LANDWALL DOWNSTREAM
1'-1''
1'-6''
6'-6''
IW
L D
V O
L I_
S -3 x x x .d
E
K
C
S-520-A1
S-520-A1
S-511-A1
S-515-A1
S-503-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:4
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-304
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
FLOW
B
IW
L D
V O
L I_
S -3 x x x .d g n
A8
SECTION
SCALE : 3/4"=1'-0" 0 1' 2' 3'A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0" A5
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
TOW EL 464.0
TOW EL 464.0
GENERAL SHEET NOTES
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
EL 461.17
EL 461.92
EL 461.17
A8
SHEET KEYNOTES
CONCRETE.
TOP TWO ROWS TO BE 1'-6" TO ENGAGE 2ND STAGE 2.
PER TOLERANCES IN SPECIFICATIONS.
(S-515-A1 VOL II) TO MITER GATE CONTACT BLOCK
SECOND STAGE CONCRETE/ ADJUST QUOIN FRAME 1.
VOL II
VOL II
VOL II
VOL II
(EL 439.64)
(EL 442.15) Q
U
O
IN
E
N D
U P
S T
R E
A M R
E C
E S
S E
S
3'-3''''2
T
IE
T
IE
WITH MIN 3" CLR
TERMINATE ALL BARS
(4) #8 EMBEDDED 1'-6" IN EPOXY GROUT
E
K
R
/0
/0
EL 439.64
PINTLE BEARING
EL 439.64
PINTLE BEARING
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 461.17.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
C
Q
U O
IN
L
1'-0''
VOL II
VOL II
''16 35'-11
''8 39'-63'-9''
3'-4''
''8 77'-3
3'-6'' 3'-6''
1'-0''
" CLR ALL AROUND2
#4 TIE
1'-6" IN EPOXY GROUT
@2'-0" EMBEDDED
(5) #6B BARS
MITER GATE SILL
(4) #8
E
K
C
S-530-A1
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:4
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-315
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
A1
SECTION
GENERAL SHEET NOTES
U P
S T
R E
A M
2'1'0SCALE : 1"=1'-0"
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
S
IL
L C
O N
C R
E T
E
''8 71'-5
6'-0''
2'-0''
6''
2''
2'-0''
6" CLR6
C L
R
C L
R
C L
R
IS AT EL 442.15.
1. INSTALL MITER GATE SEAL PLATE SUCH THAT THE TOP
IN EPOXY GROUT
#8 BAR @ 12" OC EMBEDDED
6'' CLR
FLOW
#6 BARS @ 12" OC
#6 BARS @ 12" OC
#6 BARS @ 12" OC
EL 439.15
LENGTH OF SILL
@ 2'-0" OC ALONG
IN EPOXY GROUT
SPACED EMBEDDED
(5) #8 BARS EVENLY
#6 BARS @ 12" OC
EL 426.0
TOP OF FLOOR SLAB
EL 425.0
TOP OF ROCK
EL 425.0
TOP OF ROCK
EL 426.0
FLOOR SLAB
TOP OF
EL 439.15
EL 442.15
GATE SILL
TOP OF MITER
1'-5''
CONCRETE
SECOND STAGE
W E
K
R
/0
/0
VARIES
WITH HOOK IN LINE WITH BEAM WEB
#8B WITH 90° HOOK, ORIENTATED
11''
B J
O N
E S
E J
O H
N S
O N
M U
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L E S
IT
E
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D W
N B
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D B
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D E
S
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N E
D B
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D E
S C
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IP
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N M
A R
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A T
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S
IZ
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S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
L
IC
IT
A T
IO
N N
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F
IL
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A M
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D W
N B
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D B
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D E
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D B
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P L
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C T N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-520-A1
S-511-A1
S-515-A1
S-520-A1
S-503-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
A N
S I
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L L
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C K I S
L A
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L
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C K I S
L A
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T R
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L O
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A S S
H O
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B
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L D
A
C A
M P
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L L
VOLUME I
S E
C T
IO
N
FLOW
B
IW
L D
V O
L I_
S -3 x x x .d g n
A8
SECTION
A1
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0" A5
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
TOW EL 464.0
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
Q U
O
IN
E
N D
D O
W N
S T
R E
A M R
E C
E S
S E
S
W E
K
R
/0
/0
GENERAL SHEET NOTES
SHEET KEYNOTES
CONCRETE.
TOP TWO ROWS TO BE 1'-6" TO ENGAGE 2ND STAGE 2.
PER TOLERANCES IN SPECIFICATIONS.
(S-515-A1 VOL II) TO MITER GATE CONTACT BLOCK
SECOND STAGE CONCRETE/ ADJUST QUOIN FRAME 1.
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 461.17.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
EL 461.17
3'-3''''2
TOW EL 464.0
EL 461.17
EL 461.92
EL 423.47
PINTLE BEARING
(4) #8 EMBEDDED 1'-6" IN EPOXY GROUT
A8
EL 423.47
PINTLE BEARING
C
Q
U O
IN
L
1'-0''
(EL 423.47)
(EL 426.00)
VOL II
VOL II
''16 35'-11
''8 39'-63'-9''
3'-4''
''8 77'-3
3'-6'' 3'-6''
1'-0''
" CLR ALL AROUND2
#4 TIE
1'-6" IN EPOXY GROUT
@2'-0" EMBEDDED
(5) #6B BARS
MITER GATE SILL
(4) #8
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
CLR
WITH MIN 3"
ALL BARS
TERMINATE
T
IE
T
IE
SCALE: N.T.S.
E
K
C
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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IP
T
IO
N M
A R
K D
A T
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S
IZ
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S U
B M
IT
T E
D B
Y
P L
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C A
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P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-530-E6
S-530-A1
S-530-E1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L I_
S -3 x x x .d g n
:3
:3
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
S-335
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
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IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
GENERAL SHEET NOTES
2'1'0SCALE : 1"=1'-0"
EL 423.0
EL 426.0
D O
W N
S T
R E
A M
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
2'1'0SCALE : 1"=1'-0"
EL 421.0
EL 423.0
EL 426.0
EL 421.0
M
IN
S
IL
L C
O N
C R
E T
E
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
E1
SECTION - ANCHOR
A1
SECTION - REINFORCEMENT
A8
SECTION - TYPICAL ANCHOR
EL 421.0
A8
W E
K
R
ASSEMBLY
THE ANCHOR BARS IS 85 KIPS.
THE DESIGN LOAD (DL) TO BE USED FOR TESTING OF 3.
SECTION E1.
REINFORCEMENT NOT SHOWN FOR CLARITY IN 2.
IS AT EL 426.0.
1. INSTALL MITER GATE SEAL PLATE SUCH THAT THE TOP
SHEET KEYNOTES
PLACEMENT AND LOCATION OF LAP SPLICES.
DISPLAYED AS A VISUAL REFERENCE ONLY TO DETAIL
REINFORCEMENT LENGTHS ARE NOT TO SCALE AND 3.
LARGER DIAMETER IS TO BE USED.
REQUIRED BOND LENGTH. SUBMIT FOR APPROVAL IF A
OF 8". A LARGER BORE DIAMETER MAY DECREASE
BOND LENGTH REQUIRES A MINIMUM BORE DIAMETER 2.
CONTACT ON MITER GATE.
ADJUSTMENT OF MITER GATE SEAL PLATE TO FULL
MITER GATE INSTALLATION IS COMPLETE, INCLUDING
SECOND STAGE CONCRETE REQUIRED. PLACE AFTER 1.
S T
R E
S S
IN
G L
E N
G T
H
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
1'-5''6'-7''
4'' CLR
C L
R
4'' CLR
C L
R
(4 S
P
R
E
IN
F O
R C
E M
E N
T
4'-6"
"2 16'-1
TYP
#8 REINFORCEMENT,
TYP, @ 1'-0" OC
#8 REINFORCEMENT,
B O
N D L
E N
G T
H F
R E
E
L E
N G
T H P
R
IO
R T
O T
E S
T
IN
G
O V
E R
G R
O U
T B
O N
D
3'-0"
"2 111'-72'-6''
6"
BEARING
MITER GATE 4" CLR
C L
R
11''
ON CENTER ALONG LENGTH OF SILL
IN EPOXY GROUT @ 1'-0"
(3) #8B EMBEDDED 1'-6"
WITH THE LATEST PTI DC35.1, TABLE 4.1
FILL WITH WAX IN ACCORDANCE
1'-3''
EXISTING DOWNSTREAM SILL
8''
EXISTING DOWNSTREAM SILL
AFTER TENSIONING
PROVIDE LOCK NUT
6'' CLEAR
TYP, @ 1'-0" OC
#8 REINFORCEMENT,
FLOOR SLAB
EXISTING CHAMBER
1'-0" ON CENTER
WITH BEAM WEB, @
ORIENTED IN LINE
#8B WITH 90° HOOK
3'-0"3'-0''
LOCK-OFF LOAD AT 110 KIPS.
PRESTRESSING BAR.
A775, FULLY INCAPSULATED
EPOXY COATED PER ASTM
" Ø ASTM A722, TYPE II, 8
LATEST PTI DC35.1, TABLE 4.1
ACCORDANCE WITH THE
FILL WITH WAX IN
SPECIFICATION E31 68 13
COMPOUND PER
CORROSION-INHIBITING
FILL WITH
W E
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C
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IT
A T
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N N
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D B
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D E
S C
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N M
A R
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A T
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S
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D B
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P L
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C A
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P L
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A T
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C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S-530-E1
S-530-A1 S-530-A1
S-511-A1
S-510-A1
S-350-E6
S-503-A1
A N
S I
D
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\5
\B
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L D
V O
L I_
S -3 x x x .d g n
:3
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P
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C O
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V R
P W
P
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C
/5 /2
C K I S
L A
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L
IN
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C K I S
L A
N D D
IS
T R
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A R
M Y C
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F E
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A
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L O
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A S S
H O
W N
B
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L D
A
C A
M P
B E
L L
VOLUME I
S E
C T
IO
N
B
IW
L D
V O
L I_
S -3 x x x .d g n
D O
W N
S T
R E
A M
M
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E R G
A T
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N S
T A
L L
A T
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N
L A
S A
L L E C
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M A
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IL
L E
S A
N D S
T A
R V
E D R
O C
K L
O C
K S
A1
SECTION
S
IL
L C
O N
C R
E T
E
C ANCHORL
C ANCHORL
EL 421.0
EL 424.0
SILL EL 426.0
ASSEMBLY
C CHAMBERL
2'1'0SCALE : 1"=1'-0"
VOL II
VOL II
C H
A M
B E
R F
A C
E
S-336
W E
K
R
/0
/0
EL 423.505
PINTLE BEARING
OPP HAND
ASSEMBLY
WITH WAX
BOLTS AFTER FILLING
INSTALL (2) 1"Ø PLUG
1'-3''
1''
1''
TABLE 4.1, TYP
THE LATEST PTI DC35.1,
ACCORDANCE WITH
FILL WITH WAX IN
(11) SPACES @ 5'-0" = 55'-0"2'-6"
EPOXY GROUT, TYP
EMBEDDED 10" IN
(4) 1"Ø ANCHORS
B J
O N
E S
E J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
W E
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C
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
Y
D E
S
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N E
D B
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D E
S C
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IP
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N M
A R
K D
A T
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S
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S U
B M
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T E
D B
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P L
O T S
C A
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P L
O T D
A T
E
C O
N T
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C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
WITH VAPOR BARRIER
R-19 BATT INSULATION
AT EACH RAFTER SPACE
PROVIDE INSULATION BAFFLE
" ROOF SHEATHING8
SHINGLES OVER 15 lb. BUILDING PAPER
ROOFING (NOT SHOWN) - ASPHALT
APPLY DIRECT TO SHEATHING
PREFINISHED METAL DRIP EDGE,
3"
"F" CHANNEL
WINDOW FRAMES
COLOR SHALL MATCH
GUTTER AND DOWNSPOUT.
PREFINISHED ALUMINUM
WINDOW FRAMES
COVER, COLOR SHALL MATCH
PREFINISHED ALUMINUM FACSIA
WOOD FASCIA
CUT 2 x 4
WINDOW FRAMES
COLOR SHALL MATCH ALUMINUM
" PLYWOOD AND FACSIA,2
OVER
PREFINISHED BREAK ALUMINUM
WINDOW FRAME
SOFFIT. COLOR SHALL MATCH
PREFINISHED ALUMINUM VENTED
AROUND WINDOW FRAME
TYPICAL - SEALANT ALL
W8 X 18
#8 @ 12
#6 @ 6
#8 @ 12
1'-0"
PERIMETER OF BUILDING
STOP AROUND
HYDROPHILIC WATER
#8 @ 12
#8 @ 12
1'-0"
LOCKWALL
BARRIER ON INTERIOR SIDE ONLY
INSULATION, PROVIDE VAPOR
TYP. - FILL VOIDS WITH BATT
#8 @ 12
#8 @ 12
TOP OF LOCKWALL
#4 @ 12
PERIMETER OF BUILDING
STOP AROUND
HYDROPHILIC WATER
" MDO PLYWOOD (PAINT)2
STAND CONSOLE
CONTROL
CONTROL STAND CONSOLE
COORDINATE WITH NEW
4" W X 6" H CONCRETE CURB,
INTO EPOXY GROUT
ANCHORS. EMBED 4"
" DIA. STAINLESS STEEL2
CONSOLE TO CURB WITH
ATTACH CONTROL STAND
AROUND CURB
#4 @ 18"
STUDS @ 1'-6" O.C.
STEEL PLATE WITH
LENGTH STAINLESS
" X FULL2
X 5"4
2'-6"
LAND SIDE LOCK SIDE
#6 @ 6
A1
BUILDING SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
#8 @ 12
PLAN SHOWN ON SHEET S-542
ANCHORS, SEE ROOF FRAMING
TO PLATES WITH HURRICANE
TRUSSES, ANCHOR
S-542 FOR SPACING
THE BOLT HEADS, SEE DETAIL ON SHEET
" DIA. BOLTS WITH WASHERS, COUNTERSINK8
2 x 6 PLATES - ANCHOR TO STEEL BEAM WITH
PERIMETER OF FOUNDATION
10" INTO EPOXY GROUT AROUND
INTO TOP OF LOCKWALL MINIMUM
EXTEND EVERY OTHER #8 BAR
PERIMETER OF FOUNDATION
10" INTO EPOXY GROUT AROUND
INTO TOP OF LOCKWALL MINIMUM
EXTEND EVERY OTHER #8 BAR
ON SHEET E-109
DEVICE SHOWN
CABLE SEALING
FOR DETAILS
ELECTRICAL SHEETS
SEE SHEET E-109 AND
ELECTRICAL PANEL BOARD,
EMBED #8 BARS 2'-6" INTO THE 1'-0" SECTION BELOW
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" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
X 2" BOLTS WITH WASHERS/NUTS
" DIA.2
STEEL PLATE WITH (4)
" STAINLESS2
" X 52
" X 52
" X 4" STEEL STUD4
STEEL PLATE
" STAINLESS4
PLATE AT DOOR OPENING
" STAINLESS STEEL16
3" X 44
#8 BAR IN COLUMN
#8 BAR IN COLUMN
A1
SECTION
A3
SECTION
A6
SECTION
A8
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
ALLOWED
STUD WELD
S-542 FOR BOLT SPACING
WITH WASHERS/NUTS, SEE SHEET
" DIA. X 2" BOLTS2
1PLATE WITH (4)
" STAINLESS STEEL2
1" X 52
1" X 52
INTO 1'-0" WIDE WALL
EXTEND #4 BAR 2'-0"
E M
B E
D M
E N
T O
F
B
A R
SHOWN ON SHEET S-341
SEE BUILDING SECTION
FOR WALL REINFORCING
E M
B E
D M
E N
T O
F
B
A R
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
ALLOWED
STUD WELD
SHOWN ON SHEET S-341
SEE BUILDING SECTION
FOR WALL REINFORCING
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
ALLOWED
STUD WELD
ALLOWED
STUD WELD
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
S-142 FOR LOCATION
SHEETS S-541 AND
BULKHEAD DETAILS ON
COUPLER NUTS, SEE
TYP. - STAINLESS STEEL
S-544 FOR LOCATION
SHEETS S-544 AND
BULKHEAD DETAILS ON
COUPLER NUTS, SEE
TYP. - STAINLESS STEEL
FOR TYPICAL NOTES
SHOWN ON SHEET S-341
SEE BUILDING SECTION
PLATE AT DOOR OPENING
" X 2" STAINLESS STEEL4
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FOR REINFORCING
SEE SHEETS S-A113
EXTERIOR WALL,
CONTROL STAND
#6B @ 12
LOCKWALL
TOP OF
A1
SUMP PIT SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
FOR REINFORCING
SEE SHEET S-341
CONTROL STAND FLOOR,
RECESSED HATCH
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SCALE : NTS SCALE : NTS
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