W912EK22B0012 Marseilles Reference Drawings - FOR INFO ONLY.pdf
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A N
S I
D
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IL
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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
S
VOLUME III
M
C A
C K
L E
Y
.T .S
D
D
IL
L
G-001
C O
V E
R S
H E
T
IL
L
IN
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IV
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A S
IN
B
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L D
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A T
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B
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L A
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IL
M A
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E
IL
L E
S A
N D S
T A
R V
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K L
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VOLUME III: MARSEILLES MITER GATE INSTALLATION
K
M
IT
V A
L S
K Y
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A
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D D
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S T
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A1
INDEX
GENERAL NOTES
SCALE : NTS
1.
A N
S I
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A R
M Y C
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F E
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IN
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C A
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L
.S
D
D
IL
L
G-002
IN
D
E X A
N D G
E N
E R
A L N
O T
IN
O
IS
R
IV
E R B
A S
IN
B
IW
L D
B
IW
L D
V O
L
II
I_
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M
IT
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A T
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T A
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N
L A
S A
L L E C
O U
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M A
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E
IL
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T A
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K
M
IT
V A
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K Y
A
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D D
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S T
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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
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
II
I_
V -1 x x x .d g n
:5
:5
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
V-101
IN
O
IS
R
IV
E R B
A
BELLS ISLAND
H A
W K R
O A
D
RIVER WALL
LAND WALL
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
MARSEILLES LOCK CHAMBER
0 100'SCALE : 1"=50'-0" 50'
N
P L
A N
M S
C U
D D
E R
D J
O H
N S
O N
DP-14A
BRASS DISC
DP-14
BRASS DISC
940+36.80
BRASS DISC
POINT NORTHING EASTING
SURVEY CONTROL
DISCRIPTION
DP-14
DP-14A
940+36.80
1701062.77 2685150.34
1701075.95 2684594.73
1700949.25 2685145.98
NAVD 88
485.64
485.63
485.63
BRASS DISC DP-14A SET IN RIVER WALL STA 9+79.8
BRASS DISC SET IN LAND WALL STA 15+33
S T
A
S T
A
S T
A
.8
S T
A
S T
A
S T
A
S T
A
S T
A
.1
C E
N T
E R
L
IN
E P
IN
T A
L
C E
N T
E R
L
IN
E P
IN
T A
L
S T
A
.3
S T
A
.3
C E
N T
E R
L
IN
E P
IN
T A
L
S T
A
.1
C E
N T
E R
L
IN
E P
IN
T A
L
C E
N T
E R
L
IN
E P
IN
T A
L
S T
A
.3
R5 R4
R3
R2
L1 L2L3
L4 L5L6
L7
M. 244.5
486.05
486.04
486.04
MSL 1912
486.51
486.50
NGVD 1929
486.50
GENERAL NOTES
1.
BRASS DISC DP-14 SET IN RIVER WALL STA 15+35.30
S T
A
.3
A S S
H O
W N
B
IW
L D
S U
R V
E Y C
O N
T R
O L
M S
C U
D D
E
TO CONVERT NAVD88 TO MSL 1912 ADD 0.87 FEET.
3. TO CONVERT NAVD88 TO NGVD 1929 ADD 0.407 FEET
NAVD88 GEOID 12A, US SURVEY FEET.
2. PROJECT DATUM NAD83 ILLINOIS WEST - 1202,
FIELD BOOK IWW-PS-3 PAGES 26 THRU 35.
1. CONTROL SURVEYS COMPLETED FEB 2018.
A1
SURVEY CONTROL
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
B
IW
L D
V O
L
II
I_
V -1 x x x .d g n
/0
/0
D J
O H
N S
O N
M U
L T
IP
L E S
IT
E S
W E
K
R
W E
K
C
CONTRACT
ML-18-02
ML-18-01 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
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A T
E
S
IZ
E
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
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
II
I_
B -1 x x x .d g n
:5
: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
10'5'01" = 5'0"
BORING LOGS
A1
FLOW
N
ILLINOIS RIVER
MARSEILLES LOCK
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
VOLUME III
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
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O C
K L
O C
K S
B
IW
L D
V O
L
II
I_
B -1 x x x .d g n
B O
R
IN
G L
O C
A T
IO
N S
B-101
P L
A N
A S S
H O
W N
J
H E
N D
R
IX
F
C A
S T
R O
/0
/0
W T
A G
U E
C
B
IS
H O
P
W E
K
R
W E
K
C
M U
L T
IP
L E S
IT
E
S I
D
E ic s p d f2 \2
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II
I_
B -6 x x x .d g n
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P
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/5 /2
IW
L D
R O
C K I S
L A
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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
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
A S S
H O
W N
B O
R
IN
G L
O G
S
B-601
D
IA
G R
A M
VOLUME III
B
IW
L D
V O
L
II
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
J
H E
N D
R
IX
F
C A
S T
R O
/0
/0
W T
A G
U E
C
B
IS
H O
P
W E
K
R
W E
K
C
M U
L T
IP
L E S
IT
E S
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
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
(10)
Qu
D10D30D60
WPLLL Nf <200
BOTTOM OF BORING
(36)
Qu
NX
(5)
(4)
(11)
(50/ 5")
WITH SAND AND ORGANICS
FILL DK BR LT GR LEAN CLAY
FILL LEAN CLAY AND GRAVEL MIXED (ODOR)
CH DK GR FAT CLAY WITH ORGANIS TRACE SAND
HIGHLY WEATHERED SHALE
CL BR LEAN CLAY WITH SAND WITH
SOFT CLAY LAYER @ 27'
COAL BLACK
REC= 100%
RQD= 33%
LIMESTONE INCLUSIONS 28 - 29.5'
LIMESTONE INCLUSIONS 31.5 - 31.7'
CL CLAY LAYER
REC= 100%
RQD= 67%
REC= 100%
RQD= 95%
REC= 100%
RQD= 95%
REC= 100%
RQD= 74%
4 641 PSI
1,589 PSI
2,265 PSI
84.7
LAMINATED BEDDING MOD. HARD TO HARD
SHALE GR SLIGHTLY WEATHERED
LAMINATED BEDDING MOD. HARD TO HARD
SHALE GR SLIGHTLY WEATHERED
SHALE GR VERY SOFT
GROUND ELEV. 483
DATE: 01/17/2019
EASTING: 2685258
NORTHING: 1700914
BOR. ML-18-01
TOPSOIL
NX
TOPSOIL
(50/ 2")
WL
6 1,523 PSI
REC= 100%
RQD= 56%
REC= 100%
RQD= 60%
REC= 100%
RQD= 97%
REC= 100%
RQD= 96%
REC= 100%
RQD= 83%
COAL BLACK
SHALE GR LAMINATED BEDDING VERY SOFT
SHALE GR LAMINATED BEDDING MOD. SOFT
LIMESTONE INCLUSIONS 26.6 - 26.8'
SHALE GR LAMINATED BEDDING MOD. HARD
SHALE GR LAMINATED BEDDING SOFT
SHALE GR LAMINATED BEDDING SOFT
SHALE GR LAMINATED BEDDING VERY SOFT
GROUND WATER NOT ENCOUNTERED
BEGIN NX @ 21'
ROCK BIT TO 10 - 21'
POWER AUGER TO 10'
WATER ENCOUNTERED @ 12.5'
BEGIN NX @ 24'
ROCK BIT TO 15 - 24'
POWER AUGER TO 15'
SHALE GR LAMINATED BEDDING SOFT
(8)
(5)
(8)
(14)
1938 66.1
STATE PLANE: NAD 83 ILLINOIS EAST 1201, US SURVEY FEET
475FILL GR DK BR FAT CLAY TRACE SAND AND ORGANICS
FILL GR LEAN CLAY AND GRAVEL MIX
FILL DK BR LEAN TO FAT CLAY WITH SAND POCKETS AND ORGANICS
CH DK BR SANDY FAT CLAY TRACE ORGANICS
CL BR GR LEAN CLAY WITH HIGHLY WEATHERED SHALE
3" GRAVEL SEAM @ 17'
GROUND ELEV. 483
DATE: 01/16-17/2019
EASTING: 2685122
NORTHING: 1700907
BOR. ML-18-02
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
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
BELLS ISLAND
ILLINOIS RIVER
FLOW
0 800'SCALE : 1"=450'-0" 450'
N
GENERAL SHEET NOTES
USE CAUTION WHEN DRIVING THROUGH THE PARK.
CAMPING SITES ARE LOCATED ALONG THE ROAD. THEREFORE
ROAD THROUGH ILLINI STATE PARK. FISHING ACCESS AND
1. THE ONLY ACCESS ROAD TO MARSEILLES LOCK IS VIA HAWK
HAWK ROAD
GENTLEMAN TRUMBO ROAD (COUNTY HIGHWAY 55)
E A
S T
T
H R
O A
D
C O
U N
T Y H
IG
H W
A Y
CITY OF MARSEILLES
PROJECT LOCATION
ONLY ACCESS VIA ILLINI STATE PARK
ACCESS ROAD
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
C -1 x x x .d g n
:0
: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
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
C A
C K
L
S
H O
W N
D
D
IL
L
C-101
P L
IN
O
IS
R
IV
E R B
A S
IN
B
IW
L D
PROJECT LOCATION
P R
O J E
C T L
O C
A T
IO
N
VOLUME III
B
IW
L D
V O
L
II
I_
C -1 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
K
M
IT
V A
L S
K Y
/0
/0
A
H E
D D
L E
S T
E N
W E
K
R
M U
L T
IP
L E S
IT
E S
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
II
I_
C -1 x x x .d g n
:0
:1
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
C-102
IN
O
IS
R
IV
E R B
A
BELLS ISLAND
H A
W K R
O A
D
RIVER WALL
LAND WALL
ILLINOIS RIVER
FLOW
UPSTREAM GUIDEWALL
DOWNSTREAM GUIDEWALL
MARSEILLES LOCK CHAMBER
0 200'SCALE : 1"=100'-0" 100'
N
PROJECT WORK LIMITS
D
D
IL
L O
N
M
C A
C K
L E
Y
GENERAL SHEET NOTES
GOVERNMENT MOORING AREA
CONTRACTOR STAGING AREALOCKHOUSE
UPPER MITER GATE
LOWER MITER GATE
ACCESS GATE
A S S
H O
W N
B
IW
L D
W E
K
C
S
IT
E P
L A
N
A1
SITE PLAN
B
IW
L D
V O
L
II
I_
C -1 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
ON THIS SHEET AND NEXT TO CONTRACTOR FIELD OFFICE.
5. PLACE TEMPORARY FIELD OFFICE IN STAGING AREA NOTED
WILL BE INSTALLED BY THE GOVERNMENT.
IN THE AREA NOTED ON THIS SHEET. THE NEW MITER GATE
4. GOVERNMENT FURNISHED MITER GATES WILL BE LOCATED
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 06 JULY 2020 FOR THE GOVT TO
3. CONTRACTOR TO DELIVER ONE HOPPER BARGE, 35 FT X
WITH CONTRACTING OFFICER.
AT 150' X 35' THEREFORE, COORDINATE CONFIGURATION
A TOW BOAT APPROXIMATELY 76' X 35', AND 4 DECK BARGES
WILL INCLUDE A CRANE BARGE APPROXIMATELY 20' X 70',
SHARING THIS AREA WITH GOVT FLOATING PLANT; WHICH
INCLUDED IN THE THREE BARGES. CONTRACTOR WILL 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
REQUIREMENTS.
ON THIS SHEET. SEE SPECIFICATION 00 73 05 FOR SECURITY
1. MARSEILLES IS A SECURE SITE. THE ACCESS GATE IS NOTED
K
M
IT
V A
L S
K Y
/0
/0
M
U L T
IP
L E S
IT
E S
W E
K
R
CONTRACT
A
H E
D D
L E
S T
E N
CONTRACTOR MOORING AREA
CONTRACTOR PARKING
GOVERNMENT STAGING
GOVERNMENT MOORING
GOVERNMENT STAGING AREA
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
II
I_
C -1 x x x .d g n
:0
:2
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
E
K
C
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
FLOW
N
ILLINOIS RIVER
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
VOLUME III
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
II
I_
C -1 x x x .d g n
C-103
A S S
H O
W N
LANDWALL
RIVER WALL
GOV'T BARGE
STAIR LOCATION
APPROXIMATE
STAIR LOCATION
APPROXIMATE
BULKHEAD SILL
DOWNSTREAM
MITER GATE SILL
DOWNSTREAM
GATE SILL
UPSTREAM MITER
BULKHEAD SILL
UPSTREAM
DEWATERING PLAN
A1 SCALE : NTS
D
W A
T E
R
IN
G P
L A
N
K
M
IT
V A
L S
K Y
M
C A
C K
L E
Y /0
/0
D
D
IL
L O
N
A
H E
D D
L E
S T
E N
W E
K
R
M U
L T
IP
L E S
IT
E S
CONTRACT
UPSTREAM SILL
HOLES ON
CLEAN 60 WEEP
CONTRACTOR BARGE
STAIR LOCATION
APPROXIMATE
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
II
I_
S -1 x x x .d g n
:0
:5
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
E
K
C
D
D
IL
L O
N
A S S
H O
W N
B
IW
L D
CHAMBER
LOCK
N
S-105
A1 S-110
A1
0 4' 16'8'SCALE : 1/8"=1'-0"
F L
O W
P L
A 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
B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
PIT
GEAR
BULL
PIT
GEAR
BULL
LIGHT POST
EL 464.65
EL 461.65
VALVE PITS
LIGHT POST
EL 486.5 EL 486.5
VALVE PITS
02+39.25
MJ STA
01+93.04
MJ STA
01+93.04
MJ STA
02+39.25
MJ STA
A1
PLAN - UPPER MITER GATE
UPPER MITER GATE SILL
A1 S-315
A1 S-350
W E
K
R
E J
O H
N S
O N
/0
/0
EL 445.0
EL 444.0
B J
O N
E S
K
A T
W A
T E
R 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.
CONTRACT
RIVERWALL LANDWALL
RIVER WALL RECESS
UPPER MITER GATE
LANDWALL RECESS
UPPER MITER GATE
NEW RIVER WALL CONTROL STAND
NEW LANDWALL CONTROL STAND
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
II
I_
S -1 x x x .d g n
:0
:4
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
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
E
K
C
D
D
IL
L O
N
A S S
H O
W N
B
IW
L D
P L
A N
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
L A
S A
L L E C
O U
N T
Y
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
FLOW
A1 S-205
0 2' 4' 8'SCALE : 1/4"=1'-0"
A5 S-304
A1 S-304
D1 S-301
A1 S-301
D4 S-302
A4 S-302
D1 S-302
S-302
5'-2''
''2 110'-7
''2 110'-7
''2 111'-3
S-141
A1
''2 14'-9
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T
U
L T
IP
L E S
IT
E S
CONTRACT
R
IV
E R W
A L L U
P S
T R
E A
M
A1
PLAN - RIVER WALL UPSTREAM
1'-6''
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-510-A1
S-510-A3
S-514-A1
S-512-A1
S-513-A1
OPP HAND
OPP HAND
OPP HAND
1'-6''
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
:0
:2
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
E
K
C
D
D
IL
L O
N
A S S
H O
W N
B
IW
L D
P L
A 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
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
FLOW
A1 S-210
0 2' 4' 8'SCALE : 1/4"=1'-0"
A1 S-304 A5
S-304
D4 S-302
A4 S-302
A1 S-301
D1 S-301
D1 S-302
''2 111'-3 5'-2''
''2 110'-7
''2 18'-2
''2 14'-9
S-141
A1
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T
L T
IP
L E S
IT
E S
CONTRACT
A1
PLAN - LANDWALL UPSTREAM
L A
N D
W A
L L U
P S
T R
E A
M
2'-6''
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
II
I_
S -1 x x x .d g n
:0
:4
P
M
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
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
P L
A 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
IW
L D
V O
L
II
I_
S -1 x x x .d g n
VOLUME III
FLOW
A1 S-220
0 2' 4' 8'SCALE : 1/4"=1'-0"
W E
K
R
E J
O H
N S
O N
/0
/0
B J
O N
E S
K
A T
W A
T E
R M
U L T
IP
L E S
IT
E S
A1 S-320
2'-6''
L A
N D
W A
L L D
O W
N S
T R
E A
M
A1
PLAN - LANDWALL DOWNSTREAM
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
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
II
I_
S -1 x x x .d g n
:0
:0
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
K
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
/0
J
O H
N S
O N
D
D
IL
L O
N
B J
O N
S-141
O
N T
R O
L S
T A
N D F
L O
O R P
L
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
W E
K
C
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
S-541
F4
S-541
F1
2'-5""2 17 2'-5""2
17 "2 174'-6""2
B
IW
L D
V O
L
II
I_
S -1 x x x .d g n
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
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
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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
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L D
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S-205
C K I S
L A
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D
IL
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A S S
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0 2' 4' 8'SCALE : 1/4"=1'-0"
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V A
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IL
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S A
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T A
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N
L A
S A
L L E C
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IL
1. SILL NOT SHOWN FOR CLARITY.
GENERAL SHEET NOTES
S-241
A1
A6 S-303
A1 S-303
"4 36'-6
2'-4"
8"
VOLUME III
B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
EL 460.50
TOW EL 486.50
W E
K
R
B J
O N
E S
E J
O H
N S
O N
/0
/0
CONTRACT
R
IV
E R W
A L L U
P S
T R
E A
M
M U
L T
IP
L E S
IT
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A1
ELEVATION - RIVER WALL UPSTREAM
1'-6"
L
IC
IT
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N N
O
F
IL
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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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
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II
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S-210
C K I S
L A
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V A
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IL
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S A
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T A
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L A
S A
L L E C
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A1
ELEVATION - LANDWALL UPSTREAM
S-241
A1
GENERAL SHEET NOTES
1. SILL NOT SHOWN FOR CLARITY.
A6 S-303
A1 S-303
''4 36'-6
2'-4''
8''
''OPP.
OPP.
VOLUME III
B
IW
L D
V O
L
II
I_
S -2 x x x .d g n
TOW EL 486.50
EL 460.50
L A
N D
W A
L L U
P S
T R
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IT
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W E
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CONTRACT
2'-6''
F1 S-303
L
IC
IT
A T
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N N
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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
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 SLIP-ON FITTINGS
ALUMINUM HANDRAIL
TYPICAL - 2" O.D.
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
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
TYPICAL - 2" O.D.
FINISH CONCRETE
TYPICAL - SMOOTH
ROCK FINISH CONCRETE
TYPICAL - SPLIT FACE
WITH SLIP-ON FITTINGS
ALUMINUM HANDRAIL
TYPICAL - 2" O.D.
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
A N
S I
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IS
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C K I S
L A
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I_
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L O
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E L E
V A
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K
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L A
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L L E C
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M U
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L E S
IT
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IL
L
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R
IV
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A S
IN
M A
R S
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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
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
II
I_
S -3 x x x .d g n
:0
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P
M
C O
E -M
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P W
P
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S-301
C K I S
L A
N D
IL
L
IN
O
IS
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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
M Y C
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IL
L
IN
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
EL 483.67
EL 483.67
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
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"
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
VOL II
"16 151'-
MIN 3" CLR
C H
O R
A G
E S
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
TOW EL 486.50
EL 481.00
TOW EL 486.50
EL 481.00
W E
K
R
E J
O H
N S
O N
/0
/0
C PINL
P
S T
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A
L T
IP
L E S
IT
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B J
O N
E S
K
A T
W A
T E
R
5"
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.
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.
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
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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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S
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D B
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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
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
II
I_
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P
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P W
P
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C K I S
L A
N D
IL
L
IN
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IS
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L A
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T R
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U .S
A R
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IL
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IN
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IS
R
IV
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A
D
IL
L O
N
A S S
H O
W N
B
IW
L D
D1
SECTION
A1
SECTION
A4
SECTION
D4
SECTION
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
EL 482.57
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 483.57
EL 482.57
EL 483.57
EL 482.57
3" CLR
EL 482.57
.2
M J S
T A
.2
M J S
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
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
TOW EL 486.50 TOW EL 486.50
TOW EL 486.50TOW EL 486.50
W E
K
R
E J
O H
N S
O N
/0
/0
GENERAL SHEET NOTES
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.1.
W E
K
C
CONTRACT
M U
L T
IP
L E S
IT
E S
B J
O N
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A T
W A
T E
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S O
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IC
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N N
O
F
IL
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A M
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D B
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D B
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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
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
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C O
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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
S-501-D7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
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II
I_
S -3 x x x .d g n
:0
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P
M
C O
E -M
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P W
P
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S-303
C K I S
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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
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
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
CONTRACT
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''
6'-6''
S-520-A1
S-520-A1
S-511-A1
S-515-A1
S-511-A1
S-510-A1
S-503-A1
S-503-A5
S-503-A1
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
II
I_
S -3 x x x .d g n
:0
:2
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
E
K
C
D
D
IL
L O
N
A S S
H O
W N
B
IW
L D
S E
C T
IO
N
FLOW
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"
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 483.17
EL 484.42
EL 483.17
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
C Q
U O
IN
L
MITER GATE SILL
1' -0
(EL 462.13)
(EL 461.65)
VOL II
VOL II
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
''16 35'-11
''8 39'-6 3'-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
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
TOW EL 486.50
TOW EL 486.50
W E
K
R
E J
O H
N S
O N
/0
/0
EL 462.13
PINTLE BEARING
EL 462.13
PINTLE BEARING
(EL 464.65)
(4) #8
(A5).
SILL NOT SHOWN FOR CLARITY IN DETAILS (A1) AND 4.
HAND.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP. 3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 484.12.2.
IN PINTLE BASE (S-510-A1, VOL II).
INSTALL PINTLE SHOE (S-511-A1, VOL II) FULLY SEATED 1.
M U
L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T
S-530-A1
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
: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
E
K
C
D
D
IL
L O
N
A S S
H O
W N
B
IW
L D
S E
C T
IO
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 464.65.
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 461.65
LENGTH OF SILL
@ 2'-0" OC ALONG
IN EPOXY GROUT
SPACED EMBEDDED
(5) #8 BARS EVENLY
#6 BARS @ 12" OC
EL 461.65
EL 464.65
GATE SILL
TOP OF MITER
1'-5''
CONCRETE
SECOND STAGE
VOLUME III
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
EL 448.00
FLOOR SLAB
TOP OF
EL 448.00
TOP OF FLOOR SLAB
EL 447.00
TOP OF ROCK
EL 447.00
TOP OF ROCK
W E
K
R
E J
O H
N S
O N
/0
/0
11"
WITH HOOK IN LINE WITH BEAM WEB
#8B WITH 90° HOOK, OREINTATED
VARIES
U
L T
IP
L E S
IT
E S
B J
O N
E S
K
A T
W A
T E
R
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
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
LOCKWALL
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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
:1
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
II
I_
S -3 x x x .d g n
E J
O H
N S
S
H O
W N
D
D
IL
L O
N
B J
O N
E S
B U
IL
D
IN
G
C O
N T
R O
L S
T A
N D
S-341
S E
C T
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
" 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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
:1
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
J
O H
N S
O N
A S S
H O
W N
D
D
IL
L O
N
B J
O N
E S
W A
L L C
O L
U M
N
C O
N T
R O
L S
T A
N D
S-342
S E
C T
E
K
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L A
S A
L L E C
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N T
Y
IL
M U
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IT
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IL
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W E
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M A
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IL
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S A
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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
@12" O.C.
#3 HOOP
#3 VERTICAL BAR
#3 BAR
B
IW
L D
V O
L
II
I_
S -3 x x x .d g
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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D B
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D B
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A T
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S
IZ
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S U
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D B
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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
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
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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
:0
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
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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
R S
/0
IW
L D
V O
L
II
I_
S -3 x x x .d g n
E J
O H
N S
S
H O
W N
D
D
IL
L O
N
B J
O N
E S
S U
M P P
U M
P A
N D M
IS
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C O
N T
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L S
T A
N D
S-343
D E
T A
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L A
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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
L
IC
IT
A T
IO
N N
O
F
IL
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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
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IP
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IO
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A R
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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
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
F.F.
A5
WRAC HOLE SECTION
A1
WRAC HOLE SECTION
SCALE : NTS SCALE : NTS
2'-6" 3'-6"
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
:0
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P
M
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B U
IS
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C K I S
L A
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IL
L
IN
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L A
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IS
T R
IC
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L D
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L
II
I_
S -3 x x x .d g n
E J
O H
N S
S
H O
W N
D
D
IL
L O
N
B J
O N
N T
R O
L S
T A
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E C
T
IO
N S
S-344
D E
T A
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K
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L A
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L L E C
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IL
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IT
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IL
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M A
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M
IT
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A T
E I
N S
T A
L L
A T
IO
N
B
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L D
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K
C
S-511-A1
A N
S I
D
E ic s p d f2 \2
\5
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L D
V O
L
II
I_
S -3 x x x .d g n
:0
:0
P
M
C O
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V R
P W
P
R O
C
/5 /2
S-350
IW
L D
R O
C K I S
L A
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IL
L
IN
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L A
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T R
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D
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A T
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T A
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M A
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L E
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T A
R V
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O C
K L
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K S
S E
C T
IO
N
A S
S E
M B
L Y
A1
SECTION - ASSEMBLY
PINTLE, GOV'T FURNISHED
PINTLE SHOE
PINTLE BASE
MITER GATE BOTTOM GIRDER
MITER GATE TOP GIRDER
L PINTLE
L PINTLE SHOE & BASE
L GUDGEON PINC
C
CL ANCHORAGE PINC
VOL II
VOL II
MITER GATE, GOV'T FURNISHED
MITER GATE, GOV'T FURNISHED
B
IW
L D
V O
L
II
I_
S -3 x x x .d g n
SCALE : 3/8"=1'-0" 0 2' 4' 6'
VOLUME III
EL 486.5
TOP OF WALL
E J
O H
N S
O N
/0
/0
A S S
H O
W N
W E
K
R
DS EL 442.51
US EL 463.13
PINTLE BEARING
B J
O N
E S
K
A T
W A
T E
R M
U L T
IP
L E S
IT
E S
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
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D E
S
IG
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D B
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IP
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IO
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T E
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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
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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 I
D
E ic s p d f2 \2
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L D
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.S
S-501
E
K
C
C K I S
L A
N D
IL
L
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L A
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A T
W A
T
S-501-A1
D E
T A
IL
S
A R
M O
R
9"
MAX MAXSTAGGERED
D1
ELEVATION - ARMOR CONNECTION DETAILS
A7
SECTON
2"
10"
8"
"4
45°
CAP
CORNER
NEW
G
TYP
G
G
" MONOLITH JOINT2
EXISTING WALL ARMOR
NEW HORIZONTAL CORNER ARMOR
EXIST HORIZONTAL CORNER ARMOR
TYP
G
CONSTRUCTION JOINT
" BETWEEN NEW AND EXISTING ARMOR2
1MAINTAIN
2'1'0SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
ANCHOR BAR
2" WIDE
A7
9"ANCHORS @ 1'-0" C/C9"9"
/0
/0
B
IW
L D
ARMOR
CORNER
VERTICAL
NEW
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
WHERE REQUIRED.
THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS 7.
ANCHORS.
" FILLET WELDS FOR STRAP 4
1PROTECTION ARMOR. USE
ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO THE 6.
SMOOTH) TO VERTICAL AND HORIZONTAL ARMOR.
CORNER CAPS SHALL BE GROOVE WELDED (AND GROUND 5.
" THICKNESS ASTM A36.4
UNLESS OTHERWISE SHOWN, ARMOR SHALL BE FABRICATED 4.
ARMOR AND AT FREE ENDS.
ENDS OF WALL ARMOR ARE TO BE CHAMFERED AT VERTICAL 3.
FABRICATION MAY BE REQUIRED.
ALONG ITS LENGTH AND WIDTH. STRAIGHTENING AFTER
" 4
1AND DOES NOT DEVIATE IN ANY PLANE MORE THAN
ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT 2.
AND CONSTRUCT TEMPLATES FROM THE EXISTING ARMOR.
CONTRACTOR SHALL FIELD VERIFY ALL ARMOR DIMENSIONS
1. PRIOR TO SHOP DRAWINGS PREPARATION, THE
8" R
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E S
M U
L T
IP
L E S
IT
E S
W E
K
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CONTRACT
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
GENERAL SHEET NOTES
D7 S-501-D7
"16 16'-9
"8
2'-5
2'1'0SCALE : 1"=1'-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
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D W
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S
IG
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IP
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S
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P L
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A T
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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
S I
D
E ic s p d f2 \2
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IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:2
P
M
C O
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V R
P W
P
R O
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.S
S-502
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
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IS
T R
IC
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U .S
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IN
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A
A T
W A
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S-502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
D E
T A
IL
S
GENERAL NOTES
A R
M O
R
8"
"2
ANCHOR BAR
X 1'-0"
"8
32" X AT8
WALL
FACE OF
2"
8" "2
BAR
STEM
" X 4"4
2"
1'-3" R
ANCHOR BAR
X 1'-0"
"8 32" X
1 6@9
6@9
ARMOR SECTIONS
AT ENDS OF
START WELD WALL
FACE OF
DEVELOPED
BAR
RUBBING
"4 3" X 74
6"
ANCHOR (TYP)
(TYP ALL ARMOR)
" MONOLITH JOINT2
" CONSTRUCTION JOINT8
A9
A6
9"
TEMPLATE REQUIRED ON STRUCTURAL SHEETS.
DIMENSIONS SHALL BE FIELD VERIFIED AND BASED ON 1.
PLAN
PLAN
ELEVATION
CL
CL
MAX
ANCHOR BARS @ 1'-6" C/C - STAGGERED9"
/0
/0
CONTRACT
B
IW
L D
D9
ALTERNATE SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
D1
SPLICE DETAIL
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"A9
SECTION
A6
SECTION
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
M U
L T
IP
L E S
IT
E S
W E
K
R
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
W E
K
C
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
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
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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
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IT
T E
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
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
ELEVATION
S-503-A1
"4
3"
R"4 15'-0
3"
"2 11 "
" PL4
"16
"16 111'-2
"2
"2
"4
"16 111'-2
A5 S-503-A5
2'1'0SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
S -5
-A
-2
S
P A
C E
S
S -5
-A
-2
"Øx6"4
TYP
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
1 ASTM A36
S
P A
C E
S
S -5
-A
-1
S -5
-A
-1
S-503-A1-1
2 S-503-A1-2 ASTM A36
3 S-503-A5
CORNER ARMOR PL
CORNER ARMOR PL
SEAL CASTING
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN ASTM A27 GR65-35
ALL FACES TO HAVE A 125 SURFACE FINISH FOR S-503-A5.1.
GENERAL SHEET NOTES
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:5
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
R S
/0
IW
L D
V O
L
II
I_
S -5 x x x .d g n
E J
O H
N S
O N
K
A T
W A
T E
R
N .T .S
D
D
IL
L O
N
B J
O N
M O
R
S-503
D E
T A
E
K
R
L A
S A
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N T
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IL
M U
L T
IP
L E S
IT
E S
IL
L
IN
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IS
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A S
IN
W E
K
C
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
TOT QTY
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
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
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D B
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D E
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S
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C A
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C O
N T
R A
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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 I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:4
P
M
C O
E -M
V R
P W
P
R O
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/5 /2
.S
S-510
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
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U .S
A R
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P S O
F E
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IN
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R S
IL
L
IN
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R
IV
E R B
A
A T
W A
T
D E
T A
IL
S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
CONTRACT
B
IW
L D
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
A3 S-510-A3
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A5
S-510-A5
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A7
S-510-A7
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A9
S-510-A9
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"4
7 "
"4
"4
E1 S-510-E1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2 1L4"x3"x "2
1L4"x3"x
"2 1L4"x3"x "2
1L4"x3"x
"2 1L4"x3"x
"2 1L4"x3"x
G R
A T
IN
G A
N G
L E
S
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
13 S-510-A5
TOT QTY
2S-510-A1
S-510-A3
16 S-510-E1
S-510-A7
S-510-A9
GRATING ANGLE
GRATING ANGLE
GRATING ANGLE
GRATING ANGLE
GRATING ANGLE
GRATING ANGLE
4"
"(TYP)16
13Ø
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
3" 4"
3" 4"
"4
4" 3"
"4
4" 3"
3" 4"
"4
" (TYP)16
13Ø
" (TYP)16
13Ø
" (TYP)16
13Ø
" (TYP)16
13Ø
W E
K
R
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
M U
L T
IP
L E S
IT
E S
W E
K
C
E J
O H
N S
O N
D
D
IL
L O
N
B J
O N
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
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D E
S C
R
IP
T
IO
N M
A R
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A T
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S
IZ
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S U
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T E
D B
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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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
:1
P
M
C O
E -M
V R
P W
P
R O
C
/5 /2
.S
S-511
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
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A
A T
W A
T
S-511-A1
D E
T A
IL
S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
CONTRACT
B
IW
L D
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
A4 S-511-A4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
4'-4" "4
33'-7
"16
'-1
R
'-1
R
SHOWN).
GRATING SHALL BE FASTENED WITH SADDLE CLIPS (NOT
BANDED BY MANUFACTURER PRIOR TO GALVANIZING.
BARS AT 4" ON CENTER. RAW EDGES OF BAR SHALL BE
" ON CENTER WITH STANDARD CROSS 16
15BARS SPACED AT
" BEARING 16
3"x2
1BAR GRATING SHALL BE WELDED TYPE 21.
G R
A T
IN
G
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
2 1
TOT QTY
S-511-A1
S-511-A4
GENERAL SHEET NOTES
RECESS GRATING
MITER GRATING
ASTM A36
ASTM A36
1 OPP. HAND
1 AS SHOWN
1 OPP. HAND
1 AS SHOWN
W E
K
R
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
W E
K
C
E J
O H
N S
O N
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D
IL
L O
N
B J
O N
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IP
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IT
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S O
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IC
IT
A T
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R A
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O
D A
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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
S I
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.S
S-512
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C K I S
L A
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IL
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IS
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L A
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A
A T
W A
T
S-512-A1
D E
T A
IL
S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
/0
/0
B
IW
L D
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
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M A
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IL
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
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R
"2 16'-
R
3"
6"
"4
A6
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
" PL4
STUD ANCHOR
"Ø X 8"4
"4
"4 3L6x6x
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
TOT QTY
2S-512-A1
ASTM A36
G R
A T
IN
G
W E
K
R
TYP
A4
A6
A4
ELEVATION
WALKWAY SUPPORT
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
J
O H
N S
O N
D
D
IL
L O
N
B J
O N
E S
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
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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
Y
D E
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IP
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IO
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A T
E
S
IZ
E
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B M
IT
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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 I
D
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II
I_
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:2
P
M
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P W
P
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/5 /2
.S
S-513
E
K
C
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
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IN
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IV
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A
A T
W A
T
S-513-A1
D E
T A
IL
S
/0
/0
B
IW
L D
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
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K S
C O
R N
E R A
R M
O R C
A S
T
IN
G
0 3" 6" 9" 12"SCALE : 3"=1'-0"
MATERIAL SCHEDULE
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
1S-513-A11 ASTM A27 GR65-35
A8
CORNER ARMOR CASTING
A8
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"16
"8
9"
"2
6'-R
8"R
"4
R
6.
"16
"16
"16
"16
10.3296°
1"
W E
K
R
1 OPP. HAND
1 AS SHOWN
"2
" @ 1'-0"8 32"x1'-0"x
(3) STRAP ANCHORS
" @ 1'-0"8 32"x1'-0"x
(2) STRAP ANCHORS
s p
M U
L T
IP
L E S
IT
E S
CONTRACT
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g
J
O H
N S
O N
D
D
IL
L O
N
B J
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E S
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IC
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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
Y
D E
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IP
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IO
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A R
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A T
E
S
IZ
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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
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P
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.S
S-514
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K
C
C K I S
L A
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IL
L
IN
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IS
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C K I S
L A
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IS
T R
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U .S
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F E
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A
A T
W A
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AA
S-514-A1
D E
T A
IL
S
A R
M O
R
0 3" 6" 9" 12"SCALE : 3"=1'-0"
/0
/0
B
IW
L D
L A
S A
L L E C
O U
N T
Y
IL
M A
R S
E
IL
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IT
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T A
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N W
E
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MATERIAL SCHEDULE
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
1S-514-A11 ASTM A27 GR65-35CORNER ARMOR CASTING
1 OPP. HAND
1 AS SHOWN
A9
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8
"16 111'-2
"4 33'-10
R
A9
"4
STUD ANCHOR
"Ø X 8"4
37 "8
12'-7" = 4
34 SP @ 7
BUILT-UP MEMBER MADE FROM ASTM A36 PLATES.
THIS CAN BE FABRICATED AS AS CASTING OR AS A 1.
GENERAL SHEET NOTES
E J
O H
N S
O N
D
D
IL
L O
N
B J
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M U
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B
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N N
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S
IZ
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S U
B M
IT
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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
E
C O
N T
R A
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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-530-A1-2
S-530-A1-1
A N
S I
D
E ic s p d f2 \2
\5
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IW
L D
V O
L
II
I_
S -5 x x x .d g n
:0
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P
M
C O
E -M
V R
P W
P
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C
/5 /2
.S
S-530
E
K
C
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
N G
IN
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IL
L
IN
O
IS
R
IV
E R B
A
A T
W A
T
S-530-A1
D E
T A
IL
/0
/0
B
IW
L D
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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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
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO.
MG SEAL PLATE
OPP. HAND AS SHOWN
1"
W8x67
LC W8x67
A8 S-530-A8
S-530-A1-1
S-530-A1-2
TOT QTY
W8x67
ASTM A992 GR50
ASTM A992 GR50
1 OPP. HAND
1 AS SHOWN
1 OPP. HAND
1 AS SHOWN
2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0"
W E
K
R
S
IL
L P
L A
T E
"16 1561'-5
A8
2'x14" R
OPP. HAND
MIRROR LINE FOR
"Ø x 6"4
1'-0" 1'-0"
TYP
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g n
CONTRACT
M U
L T
IP
L E S
IT
J
O H
N S
O N
D
D
IL
L O
N
B J
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E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
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Y
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D B
Y
D E
S
IG
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D B
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D E
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R
IP
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IO
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E
S
IZ
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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
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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
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
Y
D E
S
IG
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D B
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D E
S C
R
IP
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IO
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T E
D B
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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
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
ALUMINUM DOOR FRAME ALUMINUM DOOR FRAME
WINDOW / DOOR DOOR
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
6"
#4 @ 12
STEEL COUPLER NUTS
PLATE WITH STAINLESS
" X 4" STAINLESS STEEL4
1'-0" THICK WALL SECTION
#4 BAR @ 12" EMBED 9" INTOAND ELEVATION FOR LOCATIONS
FIXED WINDOW UNIT, SEE PLAN
"2 15 "2
#4 @ 12
ELEVATION FOR LOCATIONS
UNIT, SEE PLAN AND
SLIDING WINDOW
COLUMN INTERFACE
STOP AT WALL TO
HYDROPHILIC WATER
A N
S I
D
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L D
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L
II
I_
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:0
:3
P
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C O
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V R
P W
P
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/5 /2
A N
S I
D
E ic s p d f2 \2
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L D
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L
II
I_
S -5 x x x .d g n
:0
:3
P
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C O
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V R
P W
P
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/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
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U .S
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IV
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B
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A4
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
F4
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"F1
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A1
S-541 - COLUMN DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
S-541
COUPLER NUTS
STAINLESS STEEL
STEEL PLATE WITH
" X 7" STAINLESS4
AND FRAME
ALUMINUM DOOR
GENERAL NOTES
THREADS PRIOR TO INSTALLATION.
NUTS. APPLY ANTI-SEIZE COMPOUND TO ALL
1. INSTALL SOCKET SET SCREWS IN ALL COUPLING
W A
L L C
O L
U M
N
C O
N T
R O
L S
T A
N D
D E
T A
IL
0 3" 6" 9" 12"SCALE : 3"=1'-0"C1
S-541 - COLUMN DETAIL
C4
S-541 - COLUMN DETAIL
#8 @ 12
THICK WALL SECTION
EMBED 18" INTO 1'-0"
#8 VERTICAL BAR
#8 BAR
#8 BAR
#8 @ 12
STEEL COUPLER NUTS
PLATE WITH STAINLESS
" X 4" STAINLESS STEEL4
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
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E
IL
L E
S A
N D S
T A
R V
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O C
K L
O C
K S
E J
O H
N S
O N
K
B U
IS
/0
/0
D
D
IL
L O
N
B J
O N
E S
W E
K
R
M U
L T
IP
L E S
IT
E S
CONTRACT
2"
" SQ.2
COLUMN
COLUMN
" SQ.2
VERTICAL BARS
#3 BARS
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
#3 HOOPS 12" O.C.
VOLUME III
B
IW
L D
V O
L
II
I_
S -5 x x x .d g
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
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D B
Y
D E
S C
R
IP
T
IO
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A R
K D
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E
S
IZ
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S U
B M
IT
T E
D B
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P L
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C A
L E
P L
O T D
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
16'-7"
1'-6" 1'-6" 2'-0" 2'-0" "2 11'-3"2
11'-3 2'-0" 2'-0" 1'-6" 1'-6"
O F C
O L
U M
N S A
N D R
O O
F B
E A
M S
"4
12'-9 OF COLUMNS AND ROOF BEAMS> TO > "2
111'-0 "4 12'-9
W8 X 18 >
W8 X 18 >
W8 X 18 >
W8 X 18 >
2 X 4 TRUSSES
CONTINUOUS 2 X 4 FASCIA
JACK RAFTER
HIP RAFTER
" DIA. HOLES16
FOR CONNECTING 2 X 6 WOOD PLATES
") IN TOP AND BOTTOM…
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