A22 - W912EK25RA018 - Amendment 0003_PLAN_SET_07.29.2025.pdf
PDF 32 MB Posted
- Attached to
- Mississippi River Basin, Lock 19, Keokuk, IA, Nose Pier Replacement and Bulkhead Recesses
- Solicitation number
- W912EK25RA018SOL
About this file
This document is a set of engineering design and construction drawings for the U.S. Army Corps of Engineers' Mississippi River Basin Lock 19 Nose Pier Replacement and Bulkhead Recess project located in Keokuk, Iowa. The technical drawings detail complex civil engineering specifications for river wall extension, electrical systems, precast concrete segments, wall armor, checkposts, and bulkhead recess components. The drawings include detailed technical specifications for various structural elements such as drilled shaft beams, wall armor, corner armor, protection plate assemblies, and electrical infrastructure, with precise measurements, material specifications (primarily ASTM A36 steel), and installation instructions.
The comprehensive drawing set covers multiple technical aspects including riverwall extension, electrical plans, concrete demolition, wall armor details, and structural components across multiple sheets (S-101, S-501, S-502, S-515, S-518, S-520). The project involves three primary scopes: a base bid for river wall monolith extension, Option 1 for bulkhead recess in the land wall, and Option 2 for bulkhead sill construction. The total project estimated range is $25,000,000 - $100,000,000, with a completion timeline of 638 consecutive calendar days (973 days if Option 2 is awarded), and is classified under NAICS code 237990 as an unrestricted, Lowest Price Technically Acceptable (LPTA) solicitation by the U.S. Army Corps of Engineers Rock Island District.
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SCALE: 1"=100'
PLAN - CONSTRUCTION WORK LIMITS AND STAGING AREA
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MOORING LOCATION MOORING LOCATION
MOORING LOCATION
CONTRACTOR STAGING AREA
CONTRACTOR STAGING AREA
PARKING AREA
GOVERNMENT TRAILER AND
SECURITY GATE
SECURITY GATE
SUPPLY FILTER HOUSE
KEOKUK MUNICIPAL WATER
2232174.148150430.152C
2232855.657151715.808B
2232300.99151897.172A
EASTINGNORTHINGPOINT
MOORING LOCATIONS AND STAGING AREA
THROUGH GALLERY
TO LOWER LANDWALL SWITCHBOARD
PULLBOX
LIGHT POLE AND PULL BOX
6x3" FIBER CONDUITS
LIGHT POLE AND PULLBOX
BEFORE INSTALLATION
LOCATION AND AMPACITY WITH GOVERNMENT
POINT TO NEW GOVERNMENT TRAILER. COORDINATE
3R DISCONNECTED TO SERVE AS CONNECTION
PROVIDE NEW STRUT-MOUNTED NEMA
OVERHEAD ELECTRICAL LINES
TRANSFORMERS
AND POLE-MOUNTED
THREE-PHASE UTILITY POLE
ALLIANT ENERGY-OWNED
60'-0"
300'-0"
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U .S
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POLE.
CONNECTION TO GOVERNMENT TRAILER FROM INDICATED EXISTING UTILITY
ALLIANT ENERGY TO PROVIDE TEMPORARY METER, DISCONNECT, AND
FOR THE NEW GOVERNMENT TEMPORARY TRAILER. COORDINATE WITH
COORDINATE WITH GOVERNMENT TO DETERMINE AMPACITY REQUIREMENTS 4.
GOVERNMENT ACCESS.
BE DOUBLE PADLOCKED, WITH USACE AND CONTRACTOR LOCKS, TO ALLOW
GATE ACCESS TO THE STAGING AREA TO BE CLOSED AT ALL TIMES. GATE TO 3.
MAINTAINED.
ACCESS TO THE KEOKUK MUNICIPAL WATER SUPPLY FILTER HOUSE MUST BE 2.
CURRENT DEPTH AT MOORING LOCATIONS IS UNKNOWN1.
GENERAL SHEET NOTES
100' 200'0
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SCALE: 1"=15'-0"
PLAN - ELECTRICAL
NOSE PIER
EXISTING
GUARD GATE
EXISTING
RIVER WALL
EXISTING
LAND WALL
EXISTING
CONTROL BOOTH
EXISTING
VENT
EXISTING GALLERY
LIGHTPOLE, TYP
EXISTING
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EXISTING JIB CRANE
POWER RECEPTACLE
EXISTING 480V SHORE
GALLERY VENT
EXISTING
PULLBOX
EXISTING
EXISTING MET STATION
EXISTING GAUGE
CYLINDER SHAFT RECESS
GATE MACHINERY RECESS
CYLINDER SHAFT RECESS
BUZZER
ALARM AND
LOCKHOUSE HMI,
UNAFFECTED RACEWAY
MCC AND GALLERY USING
STUB-THROUGHS, FED FROM
LOCKHOUSE POWER CONDUIT
RACEWAY
AFFECTED
PANEL, FED FROM
COMMUNICATION
EXISTING PLC CABINET
GALLERY
RACEWAY TERMINATES IN
CONFIRM LOCATION IN FIELD.
UNAFFECTED RACEWAY,
TELEPHONE CABLE
CONTAINING
LOCKHOUSE,
FROM PULLBOX TO
CONNECTION
EXISTING SIGNAL LIGHTS
BOX
LOCKHOUSE HMI
EXISTING
TERMINATION CABINET
EXISTING PHONE
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FLOW
HOUSE
CONTROL
EXISTING
HOUSE
CONTROL
EXISTING
FOR DETAILS.
LOCKHOUSE HMI BOX TO PROVIDE ALARM AND SILENCE BUTTON. SEE E-504
SILENCE BUTTON. INSTALL NEW ETHERNET POINT I/O IN EXISTING
CABLE PROVIDES CONNECTION FROM PLC TO AN ALARM AND ALARM
DEMOLISH PLC CABLE C1 FROM AFFECTED RACEWAY TO LOCKHOUSE. THIS 4.
LANDWALL CONTROL HOUSE BASEMENT.
TELEPHONE CABLE ORIGINATES FROM TERMINATION BOX LOCATED IN
THE EXISTING RACEWAY IS USED TO PROVIDE POWER TO THE LOCKHOUSE.
THROUGH EXISTING UNAFFECTED RACEWAY TO LOCKHOUSE COMM PANEL.
PERMANENTLY RE-ROUTE EXISTING TELEPHONE CABLE INDICATED ON E-501 3.
INDICATED VENT, OR FROM NEW JUNCTION BOXES IN GALLERY.
PROVIDE TEMPORARY POWER FROM MCC THROUGH GALLERY AND 2.
TEMPORARY POWER REQUIREMENTS
SEE E-501 FOR CONDUCTORS LOCATED IN AFFECTED RACEWAY, AND 1.
GENERAL SHEET NOTES
STATION)
(CENTRAL CONTROL
BUILDING
EXISTING UTILITY
PUMP
SEWER
EXISTING
15' 30'0
MISSISSIPPI RIVER
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SCALE: NTS
DETAIL - FLEXIBLE COUPLING
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EXPANSION JOINT
TYP
IN DUCT BANK
CONDUIT OR CONDUIT
SINGLE EMBEDDED
MONOLITH JOINT
F9
SCALE: NTS
TABLE - RIVERWALL CABLES
K9
SCALE: NTS
TABLE - LANDWALL CABLES
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5. PROVIDE FLEXIBLE FITTINGS AT EACH CONSTRUCTION AND MONOLITH JOINT.
HAVE ANGLED ENDS WITH JOINT PARALLEL TO MONOLITH JOINTS.
CONDUIT CROSSING EXPANSION/MONOLITH JOINTS AT AN ANGLE SHALL 4.
ALL EQUIPMENT SHOWN SHALL BE NEW.3.
FABRICATING FLANGE PLATE.
CONTRACTOR SHALL VERIFY ALL DUCT SIZES AND SPACING PRIOR TO 2.
ALL CONDUITS WITHIN DUCT BANKS SHALL BE AS NOTED IN PLAN VIEWS.1.
GENERAL SHEET NOTES
LIGHT
YESTC-ER 3C 10AWG120VPLCURW VALVE OPEN WARNINGL4F8
YES3C #10AWG120VPANEL LP4URW NOSE LIGHTL4F7
YESTC-ER 3C 10AWG120VPLCURW TRAFFIC LIGHT GREENL4F6
YESTC-ER 3C 10AWG120VPLCURW TRAFFIC LIGHT YELLOWL4F5
YESTC-ER 3C 10AWG120VPLCURW TRAFFIC LIGHT REDL4F4
YESTC-ER 3C 10AWG120VULSB BUCKET R1AURW NAV LIGHTSL4F3
YESTC-ER 3C 6 AWG480VURSB BUCKET F1AURW FLEET RECEPTACLEP4F5
YESTC-ER 3C 10AWG120VPANEL LP4MET STATION POWERP4F6
TRANSMITTER
TC-ER 7C #18AWGYES120VMET STATIONTAILWATER LEVEL SELSYNCW13/24
STATION SIGNAL WIRING
YESTC-ER 6C 12AWG120VMET STATIONUPPER GAUGE WELL METCW23
TEMP PWR REQCABLE TYPEVOLTAGESOURCELOADCABLE NO.
TABLE 2 - RIVERWALL CABLES
TABLE 1 - LANDWALL CABLES
YESTC-ER 3C 12AWG120VPLCTRAFFIC GREEN LIGHTL2F6
YESTC-ER 3C 12AWG120VPLCTRAFFIC YELLOW LIGHTL2F5
YESTC-ER 3C 12AWG120VPLCTRAFFIC RED LIGHTL2F4
YESTC-ER 3C 12AWG120VULSB BUCKET R3EULW NAVIGATION LIGHTSL2F3
YESTC-ER 3C 10AWG480VULSB BUCKET F2GPOWER UPPER GAUGE WELLP2F3
YESTC-ER 3C 12AWG120VPLCSMALL BOAT SIGNALP2F2
YESTC-ER 3C 14AWG24VDCPLCUPPER POOL LEVELCW20
STATION SIGNAL
YESTC-ER 7C 10AWG12VDCPLCUPPER GAUGE WELL METCW11
YESTC-ER 3C 6AWG480VULSB BUCKET F1AULW FLEET POWER RECEPP2F9
NOTC-ER 4C 12AWG480VULSB BUCKET F2HJIB CRANE LIFEBOATP2F10
NOTC-ER 4C 12AWG480VULSB BUCKET F2BULW JIB CRANEP2F1
AND LIGHT
YESTC-ER 7C 16AWG120VULCSLOCKHOUSE ALARM BUZZERC1
PROBE TO MET STATION
YESTC 7C 18AWG12V DCMET STATIONUPPER GAUGE WELL TEMPCW25
STATION SIGNAL
YESTC 7C 18AWG12V DCMET STATIONUPPER GAUGE WELL METCW23
YESTC-ER 3C 6AWG208VULSB BUCKET R1AULW PATH LIGHTSL2F1
PE-89-A1-6/22
GCC-010-2005URCS BASEMENTLH COMM PANELPHONE
TEMP PWR REQTYPEVOLTAGESOURCELOADCABLE NO.
SHEET KEYNOTES
CONTRACTING OFFICER PRIOR TO INSTALLATION.
LISTED BUT SHALL BE CONCRETE TIGHT AND APPROVED BY THE
MIN. EMBEDMENT ON EACH SIDE. COUPLING IS NOT REQUIRED TO BE U.L.
COUPLING SHALL BE OF SUFFICIENT LENGTH TO SPAN EACH JOINT WITH 2"
FLEXIBLE COUPLING WITH STAINLESS STEEL BAND CLAMPS. FLEXIBLE 1.
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RIVERWALL
A1
SCALE: 1/8"=1'-0"
PLAN - RIVER WALL EXTENSION AND BULKHEAD RECESS
'-0
R
32'-6"20'-0"
1'-0"
VENT
GALLERY
EXISTING
C K
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L A
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6'-0"
CHECKPOST
NEW
CHECKPOST
NEW
GATE SILL
EXISTING GUARD
OF BULKHEAD SILL
FUTURE PROFILE
FOR BULKHEAD SILL
OF ROCK EXCAVATION
UPSTREAM EXTENTS
WITH NAVIGATION LIGHTS
EXISTING LIGHT POLE
NEW LOCATION FOR
G11
SCALE: 1"=1'-0"
ENLARGED PLAN - PROTECTION PLATE ASSEMBLY INSTALLATION
ASSEMBLY
PROTECTION PLATE
9 1/8 "
1'-8 1/8 "1'-8 1/8 "
4'-1" NOTE 1
N
O T
E
FOR BULKHEAD SILL
OF ROCK EXCAVATION
DOWNSTREAM EXTENTS
ROCK EXCAVATION
MINIMUM EXTENTS OF
OF STAY-IN-PLACE FORM
INSTALL AFTER PLACEMENT
IF OPTION 2 IS AWARDED,
EXISTING LOCATION
AND RING BOUY STAND TO
REINSTALL WARNING LIGHT
COVER AND FRAME
36"x24" PULLBOX
PERFORM WORK
NEEDED TO
TRANSITION AS
FORMWORK AT
TEMPORARY
PROVIDE
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PONDING OF WATER IS PROHIBITED.
FINISHED CONCRETE AT TOP OF WALL IS REQUIRED TO SHED WATER. 2.
NOT SHOWN FOR CLARITY.
HANDRAIL, BULKHEAD RECESS GRATING AND PROTECTION PLATE ASSEMBLY 1.
GENERAL SHEET NOTES
0 8'4' 16'
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A
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A
.7
A
M J
FLOW
RECESS
SHAFT
CYLINDER
EXISTING
RECESS
GUARD GATE
EXISTING
C H
E C
K P
O S
T
S T
A
.0
A
C H
E C
K P
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S T
A
.5
A
N
RECESS
L BULKHEAD C
2-R
FACE OF WALL
9-L
RECESS
GUARD GATE
EXISTING
8-L 7-L 6-L
RECESS
L BULKHEAD C
FACE OF WALL
S T
A
.5
A
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S T
A
.5
A
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S T
A
.5
A
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ENLARGED PLAN - BULKHEAD RECESS
1"=1'-0"SCALE: 0 1' 2'6"
RECESS
L BULKHEAD C
L
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H T
P O
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S T
A
.6
A 0 1' 2'6"
RECESS
L BULKHEAD C
FLOW
FLOW
TYP
TYPS-515-D9
S-515-A9S-515-D1
S-519-A1
S-502-F15S-502-F15
PROTPL PROTPL
S-515-A1
S-504-A9
SHEET KEYNOTES
ADJACENT BULKHEAD RECESS STEEL.
OF THE PROTECTION PLATE ASSEMBLY IS 1/4" INSET FROM THE FACE OF THE
ADJUST PROTECTION PLATE SIDE ANGLES SUCH THAT THE CHAMBER FACE 1.
P U
L L
B O
X
S T
A
.7
A
S-201
A1
S-320
A1
S-320
A9
S-101
A11
S-303
A10
D
A D
D E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-R
IV
E
R W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
P
E C
A S
T B
U L
K H
E A
D R
E C
E S
S T
O P
U N
IT
D E
T A
IL
S
S-501
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D N
O
M
R L
D
D B
O D
M E
R
RIVERWALL
A1
SCALE: 3/8"=1'-0"
S-501-A1 - PRECAST BULKHEAD RECESS TOP UNIT
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
L1
SCALE: 3/4"=1'-0"
PLAN - BULKHEAD RECESS TOP UNIT
ELEVATION
SCALE: 3/8"=1'-0"
A15
A8
SECTION - BULKHEAD RECESS TOP UNIT
L8
SCALE: 3"=1'-0"
DETAIL - TOP UNIT ALIGNMENT SOCKET
F8
SCALE: 3/4"=1'-0"
SECTION - BULKHEAD RECESS TOP UNIT
4'-1" NOTE 1
N
O T
E
6'-0" C/C MAXIMUM SPACING 1'-2" MAX
7'-11 3/4 "
1'-8 1/8 " 1'-8 1/8 "
/2
S
P A
1'-11 3/8 "4'-1" NOTE 11'-11 3/8 "
1'-3 3/8 " 1'-3 3/8 "
3 1/4 " 3 1/
4 "
N
O T
E
1'-11 3/8 "4'-1" NOTE 11'-11 3/8 "
N
O T
S
P C
/C
S
P C
/C
TYP
3/4" Ø X 8" HCA
NOT SHOWN FOR CLARITY
PRECAST CONCRETE
#6B
#8B ANCHOR
#8B ANCHOR
#6
#8B ANCHOR
#8B ANCHOR
#6
11 3/4 "
11 3/4 "
S
P A
C /C
B
A N
C H
O R
A N
D
B
H O
R
IZ
O N
T A
L S
P A
S
P A
H O
R
IZ
O N
T
B A
N C
H O
R A
N D
1'-1" 1'-1"
7 1/2 " 8 7/8 "
TYP
3/4" Ø X 8" HCA
C
L R
C
TO BE A MIN 1'-11"
EMBEDDED 180° BEND
#8B ANCHOR
3/4" CHAMFER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
4'0 2' 8'4'0 2' 8' 2'0 1' 4'
2'0 1' 4'
2'0 1' 4'2'0 1' 4'
SWIVEL RING ASSEMBLY, MK S-516-A8
S-503-H1
S-504-H1
C L
C L
S-503-A13
C L
1/4
1/4
2-6
2-6
TYP
1/4
1/4
2-6
2-6
S-504-A1
S-504-H1
S-504-H9
S W
IV
E
L R
IN
G
A S
S E
M B
L Y
M
K S
-5 -A
S-503-A17
RECESS
L BULKHEAD C
S-503-H1
C L
C L
S-503-A13
C L
1/4
1/4
2-6
2-6
TYP
1/4
1/4
2-6
2-6
S-504-A1S-503-A17
RECESS
L BULKHEAD C
T H
IS
S
P A
C
IN
G I
S F
O R
H C
A B
E H
IN
D
H P
X
(N O
T V
IS
IB
L E
I N
T H
IS
V
IE
W
S-504-A1
S-504-A13
S-503-A17
S-504-H9
S-504-H1
S-504-H1
RECESS
L BULKHEAD C
M K
S -5
-X
S-516-D8
T Y
P
SHEET KEYNOTES
PRECAST UNIT IS COMPLETE.
STANDARD BOLT TO BE THREADED IN AFTER FABRICATION OF BULKHEAD
LOCATIONS INDICATED. PROTECT INTERNAL THREADING TO ALLOW A
INSTALL MK S-504-X1 TO MK S-503-H1 WITH 3/16" FULL WRAP FILLET WELD IN 1.
S-503-A13
S-504-A13
S E
E S
-5 -A
F
O R
R E
B A
R L
A Y
O U
T
R E
B A
R N
O T
S H
O W
N F
O R
C L
A R
IT
Y
3" CLR
#6 SPA @ 1'-0"
TYP
1/4
TYP
1/4
TYP
1/4
TYP
S-504-A13S-504-A13
1/4
TYP
1/4
TYP
S-504-H1
S-516-D8
PARAGRAPH 3.4.
PAINT BULKHEAD RECESS IN ACCORDANCE WITH SPECIFICATION 05 50 14 2.
BULKHEADS.
DIMENSION IS CRITICAL FOR THE OPERATIONAL FIT OF THE LOCK 1.
GENERAL SHEET NOTES
S-501
L1
S-501
A8
S-501
F8
S-501
A15
S-501
L8
D
A D
D E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-R
IV
E
R W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
P
E C
A S
T B
U L
K H
E A
D R
E C
E S
S B
O T
T O
M U
N
IT
D E
T A
IL
S
S-502
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D N
O
M
R L
D
D B
O D
M E
R
RIVERWALL
A1
SCALE: 3/8"=1'-0"
S-502-A1 - PRECAST BULKHEAD RECESS BOTTOM UNIT
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
PLAN - BULKHEAD RECESS BOTTOM UNIT
ELEVATION
A8
SECTION - BULKHEAD RECESS BOTTOM UNIT
L8
SCALE: 3"=1'-0"
DETAIL - BOTTOM UNIT ALIGNMENT PIN
4'-1" NOTE 1
N
O T
E
6'-0" C/C MAXIMUM SPACING 1'-2" MAX
7'-11 3/4 "
1'-11 3/8 "4'-1" NOTE 11'-11 3/8 "
N
O T
E
1'-3 3/8 "1'-3 3/8 "
TYP
3/4" Ø X 8" HCA
3 1/4 " 3 1/
4 "
/2
S P
A
S
P C
/C
S
P C
/C
TYP
3/4" Ø X 8" HCA
NOT SHOWN FOR CLARITY
PRECAST CONCRETE
#8B ANCHOR
#6B
#6
#8B ANCHOR
#6#8B ANCHOR
11 3/4 "
S
P A
C /C
" 11 3/4 "
/4
B
A N
C H
O R
A N
D
B
H O
R
IZ
O N
T A
L S
P A
/4
1'-1"
7 1/2 " 8 7/8 "
1'-1"
#8B ANCHOR
#8B ANCHOR
" 1
C
L R
C
6"
/2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
4'0 2' 8'4'0 2' 8' 2'0 1' 4'
2'0 1' 4'2'0 1' 4'
SWIVEL RING ASSEMBLY, MK S-516-A8
S-504-H5
S-516-D11
C L
S-503-A1
C L
C L
S-503-A5
S-503-A9
C L
1/4
1/4
2-6
2-6
TYP
1/4
1/4
2-6
2-6
S-504-A5
3/16
3/16
S-516-D1
RECESS
L BULKHEAD C
1/4
TYP
S-504-H5
S-504-H5 S W
IV
E
L R
IN
G
A S
S E
M B
L Y
M
K S
-5 -A
T H
IS
S
P A
C
IN
G I
S F
O R
H C
A B
E H
IN
D
H P
X
(N O
T V
IS
IB
L E
I N
T H
IS
V
IE
W
S-504-A5
S-503-A9 S-503-A5
S-504-H5 S-504-H5
RECESS
L BULKHEAD C
/4
C
O U
P L
IN
G
N U
T
S-516-D1
SHEET KEYNOTES
PRECAST UNIT IS COMPLETE.
STANDARD BOLT TO BE THREADED IN AFTER FABRICATION OF BULKHEAD
LOCATIONS INDICATED. PROTECT INTERNAL THREADING TO ALLOW A
INSTALL MK S-504-X1 TO MK S-503-A1 WITH 3/16" FULL WRAP FILLET WELD IN 1.
T Y
P
S E
E S
-5 -A
F
O R
R E
B A
R L
A Y
O U
T
R E
B A
R N
O T
S H
O W
N F
O R
C L
A R
IT
Y
3" CLR
#6 SPA @ 1'-0"
TYP
S-516-D1S-516-D1
PARAGRAPH 3.4.
PAINT BULKHEAD RECESS IN ACCORDANCE WITH SPECIFICATION 05 50 14 3.
RECESS ALIGNMENT.
INSTALL MK S-516-D1 AND MK S-516-D11 AT WITNESS POINT FOR BULKHEAD 2.
BULKHEADS.
DIMENSION IS CRITICAL FOR THE OPERATIONAL FIT OF THE LOCK 1.
GENERAL SHEET NOTES
S-502
L1
S-502
A8
S-502
L8
S-502
D
A D
D E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-R
IV
E
R W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
L L
A N
D C
O R
N E
R A
R M
O R
D E
T A
IL
S
S-515
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D N
O
M
R L
D
D B
O D
M E
RIVERWALL
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
ASTM A36CHAMBER WALL ARMOR8 LF2 LFS-515-K11
ASTM A36PRECAST SEGMENT WALL ARMOR312 LF52 LFS-515-K1
ASTM A36PRECAST PANEL WALL ARMOR84 LF14 LFS-515-G1
ASTM A36BULKHEAD RECESS CORNER CAP2 LF2 LFS-515-D9
ASTM A36CHAMBER CORNER ARMOR16 LF16 LFS-515-D1
ASTM A36BULKHEAD RECESS CORNER CAP2 LF2 LFS-515-A9
ASTM A36NOSE PIER CORNER ARMOR75.5 LF75.5 LFS-515-A1
MATERIALDESCRIPTIONTOTAL LENGTHUNIT LENGTHMARK NO.
BILL OF MATERIALS
SECTION - TYPICAL WALL ARMOR
SCALE: 3"-1'-0"
D15
7"
1 3/4
3/4 "
STRAP ANCHOR
3/8"x2"x10-3/4"
3/4"x7-3/4"
RUBBING BAR
TYP
PL 3/4"x2"
WITH STUDS
ALONG LENGTH, STAGGERED
3/8"x2" STRAP ARMOR @ 2'-0"
1/2 "
11 15/16 " R
8"
3/4 "
2"
R
Ø 3/4" x 8" STUD
SECTION - TYPICAL CORNER ARMOR
SCALE: 3"=1'-0"
STUDS @ 1'-0"
ANCHOR STRAPS @ 2'-0"
G1
SCALE: 1 1/2"=1'-0"
S-515-G1 - PRECAST PANEL WALL ARMOR
6"
/2
2'-0" MAX
6" MAX
9" MAX 4 1/2 " STUDS @ 1'-0" STAGGERED 4 1/2 " 9" MAX
ARC RADIUS AND LENGTH TO BE FIELD VERIFIED
16'-0"
9" MAX 4 1/2 " STUDS @ 1'-0" STAGGERED 4 1/2 " 9" MAX
K1
SCALE: 1 1/2"=1'-0"
S-515-K1 - PRECAST SEGMENT WALL ARMOR
ARC RADIUS AND LENGTH TO BE VERIFIED BY MANUFACTURER
ANCHOR STRAPS @ 2'-0" 2'-0" MAX
STUDS @ 1'-0" 6" MAX
6"
/2
S-515-K11 - CHAMBER WALL ARMOR
SCALE: 1 1/2"=1'-0"
K11
1'-11 7/8 "
/2
6"
STUDS @ 1'-0" 6" MAX
8" 7 3/4 "
A1
SCALE: 1 1/2"=1'-0"
S-515-A1 - NOSE PIER CORNER ARMOR
D1
SCALE: 1 1/2"=1'-0"
S-515-D1 - CHAMBER CORNER ARMOR
S-515-A9 - BULKHEAD RECESS CORNER CAP
A9
S-515-D9 - BULKHEAD RECESS CORNER CAP
D9
13'-11"
1'-11 3/8 "
3"
R
3"
R
1'-11 3/8 "
11 1/2 "6"
8 1/2 "4"
11 1/2 " 6"
8 1/2 " 4"
WITH STRAP ANCHORS
ALONG LENGTH STAGGERED
Ø 1/2"x4" STUD ANCHOR @ 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
6@9
6@9
1/4
1/4
START WELDS @
END OF ARMOR
SECTIONS TYP
6"0 3" 1'
6"0 3" 1'
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
THE EXPOSED PORTIONS OF WALL ARMOR AND CORNER ARMOR.
FOR THE WALL ARMOR AND CORNER ARMOR, APPLY FULL PAINT SYSTEM TO 5.
TO FORM INSTALLATION AND CONCRETE PLACEMENT.
ALL CORNER ARMOR AND WALL ARMOR TO BE COMPLETELY WELDED PRIOR 4.
PORTIONS TO BE EXPOSED.
MINIMUM (3/16) DOUBLE-BEVEL OR DOUBLE-V PJP WELD. GRIND FLUSH
SPLICE LOCATIONS IN THE SHOP DRAWINGS FOR APPROVAL. SPLICE USING A
CORNER ARMOR MAY BE SPLICED PRIOR TO EMBEDMENT. CLOUD PROPOSED 3.
PORTIONS TO BE EXPOSED.
MINIMUM (3/16) DOUBLE-BEVEL OR DOUBLE-V PJP WELD. GRIND FLUSH
SPLICE LOCATIONS IN THE SHOP DRAWINGS FOR APPROVAL. SPLICE USING A
WALL ARMOR MAY BE SPLICED PRIOR TO EMBEDMENT. CLOUD PROPOSED 2.
"TOT QTY" IS TOTAL LENGTH OF ARMOR.
FOLLOWS: "UNIT QTY" IS LENGTH OF ONE CONTINUOUS PIECE OF ARMOR;
QUANTITIES ON THIS SHEET ARE DEFINED IN THE "DESCRIPTION" AND AS 1.
GENERAL SHEET NOTES
S-515
D15
S-515
A15
S-515
A15
S-515
D15
S-515
D15
S-515
A15
S-515
D
B O
M P
L A
T E
W
E L
D A
N D
S T
U D
D E
T A
IL
S
A M
D
P L
A T
E D
E T
A
IL
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-R
IV
E
R W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
O S
S B
R A
C
IN
G F
O R
P R
E C
A S
T S
E G
M E
N T
S
D E
T A
IL
S
S-518
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
J U
L
D
B O
M P
L A
T E
W
E L
D A
N D
S T
U D
D E
T A
IL
S
A M
D
P L
A T
E D
E T
A
M
R L
D
D B
O D
M E
R
RIVERWALL
A1
SCALE: 3"=1'-0"
S-518-A1 - CROSS BRACING ASSEMBLY BRACKET
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
19'-1 1/4"TYPICAL SEGMENT NOSE PIER BEAM5S-518-L11-8
18'-3"TYPICAL SEGMENT NOSE PIER BEAM5S-518-L11-7
24'-10 13/16"TYPICAL SEGMENT MID-SECTION BEAMS10S-518-L11-6
26'-6 1/16"TYPICAL SEGMENT FRONT SECTION BEAMS10S-518-L11-5
19'-3 1/4" NOSE PIER BEAM SEGMENTTOP 1S-518-L11-4
18'-4 3/4" NOSE PIER BEAM SEGMENTTOP 1S-518-L11-3
25'-1"TOP SEGMENT MID-SECTION BEAM2S-518-L11-2
26'-7 3/8"TOP SEGMENT FRONT SECTION BEAMS2S-518-L11-1
LDESCRIPTIONQTYMARK NO
W8X48 BEAM CUT TABLE
S-518-A7 - CROSS BRACING UPPER ASSEMBLY BRACKET
SCALE: 3"=1'-0"
A7 α
X
0'-11 7/8"72.3°1TYPICAL SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A1-NLW1
1'-1 5/16"71.54°1TYPICAL SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A1-NUP1
0'-11 15/16"76.14°1TYPICAL SEGMENT MID-SECTION LOWER BRACKETS-518-A1-MLW1
0'-11 11/16"76.01°1TYPICAL SEGMENT MID-SECTION UPPER BRACKETS-518-A1-MUP1
0'-11 5/8"76.61°4TYPICAL SEGMENT FRONT UPPER AND LOWER BRACKETSS-518-A1-F12
0'-11 15/16"70.86°1TOP SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A1-TNLW1
1'-0"70.05°1TOP SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A1-TNUP1
0'-11 3/4"75.01°1TOP SEGMENT MID-SECTION LOWER BRACKETS-518-A1-TMLW1
1'-1 7/8"74.84°1TOP SEGMENT MID-SECTION UPPER BRACKETS-518-A1-TMUP1
0'-11 7/8"75.48°4TOP SEGMENT FRONT UPPER AND LOWER BRACKETSS-518-A1-TF12
XαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
90° TYP
β
X
S-518-A14 - CROSS BRACING LOWER ASSEMBLY BRACKET
SCALE: 3"=1'-0"A14
X α β
1'-6 1/16"43.71°72.3°1TYPICAL SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A7-NUP2
1'-7 1/2"73.26°76.14°1TYPICAL SEGMENT MID-SECTION UPPER BRACKETS-518-A7-MUP2
2'-6 7/8"43.71°70.86°1TOP SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A7-TNUP2
1'-7 1/16"73.26°75.01°1TOP SEGMENT MID-SECTION UPPER BRACKETS-518-A7-TMUP2
XβαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
1'-5 3/4"40.62°71.54°1TYPICAL SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A14-NLW2
1'-4 3/8"71.08°76.01°1TYPICAL SEGMENT MID-SECTION LOWER BRACKETS-518-A14-MLW2
1'-6 1/4"40.62°70.05°1TOP SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A14-TNLW2
1'-1 13/16"71.08°74.84°1TOP SEGMENT MID-SECTION LOWER BRACKETS-518-A14-TMLW2
XβαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
L1 SCALE: 3"=1'-0"
DETAIL - S-518-L1
2 3/4 "5"
/2
/2
2 1/2 " TYP
9/16 " TYP
R
/2
L5 SCALE: 3"=1'-0"
S-518-L5 - SPLICE PLATE
1 1/8 " TYP
1 1/4 "5"
11 3/4 "
1'-4 3/4 "
/4
2" PL
1'-7 1/4 "
/2
L11 SCALE: 3"=1'-0"
S-518-L11 - CROSS BRACING
2"5"
5"2"
1/ " T
Y P
1 1/8 " TY
P
L α
ASTM A572 GR 50SPLICE PLATE24S-518-L5
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
T Y
P
T Y
P
3" T
YP
3" T
YP
T Y
P
T Y
P
BASE PLATE
1/2"x13"x13"
BASE PLATE
1/2"x13"x13"
BASE PLATE
1/2"x13"x13"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
6"0 3" 1'6"0 3" 1'6"0 3" 1'
6"0 3" 1'
C L
6"0 3" 1' 6"0 3" 1'
C L B
E A
M
CL
C L
C L
CL
CL CL
C L C L
C LPLATE PL
AT
E
PL
AT
EB
E
A M
B E
A M
B E
A M
B E
A M
B E
A M
B E
A M
C L P L A T E
CL
P L A T E
CL BEAM
CLPLATE
CL BEAM
CL PLATE
CL BEAM
CLPLATE
NOT REQUIRED TO BE PRIMED OR PAINTED.
PRECAST CONCRETE STRUCTURAL SUPPORT SYSTEM COMPONENTS ARE 5.
PROVIDE BASE PLATES IN ASTM A572 GRADE 50.4.
PROVIDE W8X48 BEAMS IN ASTM A992 GRADE 50.3.
CENTERLINES.
FABRICATE ALL BEAM TO BASE PLATE CONNECTIONS ALONG THE 2.
THE DIMENSION "X" IS MEASURED FROM THE CENTERLINE OF THE BEAM.1.
GENERAL SHEET NOTES
1/4
S-518
S-518
L1
S-518
D
A D
D E
D P
A
IN
T D
E T
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-R
IV
E
R W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
H
E C
K P
O S
T S
D E
T A
IL
S
S-520
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D P
A
IN
T D
E T
M
R L
D
D B
O D
M E
RIVERWALL
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
/2
2'-11"
1/
R
3/
R
/8
R
1'-9 1/2 "
#10B BAR
1"R
90°
90°
ASTM A519 GRADE 1026CHECKPOST21S-520-H1
ASTM A515 GR 60#10B BAR126S-520-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
S-520-A1 - CHECKPOST BENT BAR
SCALE: 1"-1'-0"
S-520-H1 - CHECKPOST
SCALE: 1"-1'-0"
H1
FOR #10 BAR
THRU CHECKPOST
DRILL Ø1 1/2" HOLES
ASTM A519 GRADE 1026
1" WALL THICKNESS
8 5/8" O.D. STEEL TUBING
Ø 2" GROUT HOLE Ø12 3/4" STEEL PLATE
/8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 1' 2'6"
7/8
1/4
0 1' 2'6"
P A
IN
D
A D
D
IT
IO
N
A L
G E
N E
R A
L N
O T
E
A M
D
U P
D A
T E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B M
R L
D -C
A D
S
H E
E T
-2 -0
-0
-R
IV
E
R W
A L
L -S
D .d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N E
R
M O
N O
L
IT
H
-R C
O N
C R
E T
E
D E
M O
L
IT
IO
N
P L
A N
SD102
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
J U
L
D
A D
D
IT
IO
N
A L
G E
N E
R A
L N
O T
E
A M
D
U P
D A
T E
D N
O
M
R L
D
D B
O D
M E
R
RIVERWALL
A1
SCALE: 1/8"=1'-0"
PLAN - MONOLITH 1-R CONCRETE DEMOLITION
VENT
GALLERY
EXISTING
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
SEE SHEET NOTE 2
CHECKPOST.
REMOVE EXISTING
GATE SILL
EXISTING GUARD
CORNER ARMOR
EXISTING
PULLBOX
EXISTING
REMOVE
20'-0"
SEE SHEET NOTE 2
CONCRETE REMOVAL AREA.
AND WALL ARMOR WITHIN
REMOVE EXISTING CORNER
AND NAVIGATION LIGHTS
EXISTING LIGHT POLE
REMOVE AND STORE
9'-8 3/4 "
LIGHT
STAND AND WARNING
LIFE RING BUOY
REMOVE AND STORE
1'-0"
7'-6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
10.
SAWN SURFACES ABOVE THE WATER SURFACE IN ACCORDANCE WITH 03 05
REQUIRED TO BE ROUGHENED. ROUGHEN RIVERWALL CONCRETE WIRE-
RIVERWALL WIRE-SAWN SURFACES BELOW THE WATER SURFACE ARE NOT 3.
FEDERAL REGULATIONS. SEE SPECIFICATION 02 83 13.
SHALL BE CONDUCTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND
ANY LEAD DEBRIS OR DUST GENERATED FROM CONSTRUCTION ACTIVITIES
ARMORING, AND CHECKPOST. DISPOSAL OF ARMORING, CHECKPOST, AND
LEAD-BASED PAINT PRESENT ON EXISTING CORNER ARMORING, WALL 2.
REMOVE AND REINSTALL HANDRAIL. HANDRAIL NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
0 8'4' 16'
FLOW
RECESS
SHAFT
CYLINDER
EXISTING
RECESS
GUARD GATE
EXISTING
N
1-R
E X
IS
T
IN
G
W A
L L
E N
D
A
.5
A
S T
A
.7
A
M J
2-R
RECESS
L BULKHEAD C
FACE OF WALL
INDICATES CONCRETE DEMOLITION TO EL 521.16
INDICATES CONCRETE DEMOLITION TO EL 512.16
INDICATES CONCRETE DEMOLITION TO EL 502.61
INDICATES CONCRETE DEMOLITION TO EL 465.16
LEGEND
SD303
A1
SD303
A9
D
A D
D E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B
M R
L D
-C A
D
S H
E E
T -2
-0
-0
-L
A N
D W
A L
L -S
-5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
L L
A R
M O
R
D E
T A
IL
S
S-515
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D N
O
M
R L
D
D B
O D
M E
LANDWALL
S-515-A1 - WALL ARMOR
J1
SCALE: 1 1/2"=1'-0"
DETAIL - ARMOR CONNECTION
J11
SCALE: 1 1/2"=1'-0"
SECTION
E1
SCALE: 3"=1'-0"
S-515-E1 - CORNER ARMOR
A15
SCALE: 3"=1'-0"
SECTION - WALL ARMOR
E15
SCALE: 3"=1'-0"
SECTION - CORNER ARMOR
3/4"x4" STEM BAR
3/4"x8" RUBBING BAR
2"x3/8"x1'-0" ANCHOR BAR
Ø 3/4"x8" STUD
FACE OF WALL
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
A7
S-515-A7 - BULKHEAD RECESS CORNER CAP
E7
SCALE: 3"=1'-0"
S-515-E7 - BULKHEAD RECESS CORNER CAP
11 1/2 " 6"
1'-11 1/2 "
8 1/4 " 4"
3" R
1'-2 1/4 "4"
1'-6 1/2 "6"
2'-6 1/2 "
3"
R
1/2 "
8" 8" 4"
ARMOR, TYP
EXISTING CORNER
ARMOR, TYP
EXISTING WALL
GAGE ARMOR, TYP
EXISTING TILE
ACROSS MONOLITH JOINT, TYP
DO NOT WELD ARMOR
ASTM A36BULKHEAD RECESS CORNER CAP1S-515-E7
ASTM A36CORNER ARMOR1S-515-E1
ASTM A36BULKHEAD RECESS CORNER CAP1S-515-A7
ASTM A36WALL ARMOR4S-515-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
2'-0"
2'-0"
9" 6"
8" 8"
1'-6"
8"
2"
R
1'-3"R
2"
D
E V
E L
O P
E D
/4
8"
1/2 "
3/4 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S-515-E7
1/4
1/4
6@9
6@9
START WELD
AT ENDS OF
ARMOR SECTIONS
1/4
TYP
S-515-A1
1' 2'0 6"1' 2'0 6"
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'
L A
R M
O R
C
S-515-A7
S-515-E1
6"0 3" 1'
6"0 3" 1'
S-515-E1
S-515-A1
TYP OF 4
S-501-A1-1
AND CORNER ARMOR.
APPLY FULL PAINT SYSTEM TO THE EXPOSED PORTIONS OF WALL ARMOR
FOR THE WALL ARMOR AND CORNER ARMOR, APPLY PRIMER COAT ALL OVER. 4.
MONOLITH JOINT.
ARMOR AT MONOLITH JOINTS ARE NOT TO BE WELDED ACROSS THE 3.
CONCRETE PLACEMENT.
ALL ARMOR TO BE COMPLETELY WELDED PRIOR TO FORM INSTALLATION AND 2.
ALL ARMOR TO BE ENTIRELY ASTM A36.1.
GENERAL SHEET NOTES
S-515
E15
S-515
A15
S-515
J11
S-515
E15
S-515
E15
D
A D
D E
D N
O
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B M
R L
D -C
A D
S
H E
E T
-2 -0
-0
-B
H S
IL
L
-S -5
.d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
D
IL
L
E D
S H
A F
T B
E A
M A
N D
S E
A L
P L
A T
E
D E
T A
IL
S
S-501
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A D
D E
D N
O
M
R L
D
D B
O D
M E
R
BHSILL
A1
SCALE: 3/8"=1'-0"
S-501-A1 - DRILLED SHAFT BEAM
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
W18X311
HEADED STUDS
3/4" DIA X 4"
S P
A
S
P A
N
O M
IN
A
L
S
P A
TYP
HEADED STUDS
3/4" DIA X 6"
/4
/2
/4
/8
/2
1'-3 5/8 "
1'-8 1/4 "
1/
R
1'-2 13/16 " 3 1/2 " 1'-2 9/16 " 3 1/2 "
1'-11 3/4 "1'- 3/4 "7"
1"
ASTM F31253/4" Ø COUNTERSUNK BOLT16S-501-X1
ASTM A36BULKHEAD RECESS SEAL PLATE
1 OPP HAND
1 AS SHOWNS-501-A6
ASTM A992 GR 50DRILLED SHAFT BEAM7S-501-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
4'-7"
4'- 0 1/2"
11 3/16 "
3"
R
3"
R
3 1/4 "
R
/2
5"
5"
13/16 "
EACH DRILLED SHAFT
REQUIRES FIELD VERIFICATION FOR
LENGTH OF DRILLED SHAFT BEAM
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A6
S-501-A6 - BULKHEAD RECESS SEAL PLATE
1 1/2"=1'-0"SCALE: 4'0 2' 8' 1' 2'0 6"
PLATE
L C
D
IA
C
U T
O U
T
L C
HOLE TYP OF 8
COUNTERSUNK
TYP
TYP
ACCORDANCE WITH 09 97 02.
APPLY FULL PAINT SYSTEM TO THE BULKHEAD RECESS SEAL PLATE, IN 1.
GENERAL SHEET NOTES
D
A D
D
IT
IO
N
A L
B E
A M
S
A M
D
U P
D A
T E
C A
L L
O U
S p e c if ic W o rk
A c ti v e
A ri a s J a v ie r A
A n d re s
C
IV
U S
A R
M Y
C E
M V
R
U S
A
B M
R L
D -C
A D
S
H E
E T
-2 -0
-0
-S
IP
F
O R
M -S
-3 .d g n
A N
S I
D
S O
L
IC
IT
A
T
IO
N
N O
S E
P
IE
R R
E P
L A
C E
M E
N T
A N
D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
W E
K R
A
/0
T
U R
N
P A
N D
B O
T T
O M
U N
IT
S
S E
C T
IO
N
S
S-301
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
J U
L
D
A D
D
IT
IO
N
A L
B E
A M
S
A M
D
U P
D A
T E
C A
L L
O U
M
R L
D
D B
O D
M E
R
SIPFORM
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
2'-9" 4 SPA @ 6'-6" = 26'-0" 3'-3"
SP
A '-0 8'-
0"
57'-2"
2'-7 1/4 " 5'-9 3/4 " 7 SPA @ 6'-6" = 45'-6"
6'-6"14'-0"13'-0"9'-0"14'-8"
3'-3"
A17
SCALE: 1'=1'-0"
DETAIL - BOTTOM UNIT
SECTION - BOTTOM UNIT
57'-2"
2'-7 1/4 " 5'-9 3/4 " 7 SPA @ 6'-6" = 45'-6"
6'-6"14'-0"13'-0"9'-0"14'-8"
3'-3"
H17
SCALE: 1'=1'-0"
DETAIL - TOP UNIT
H1
SECTION - TOP UNIT
6'-6"10'-0" 14'-0"
2'- 1"
SP
A '-0 4'-
0"
SP
A '-0 4'-
0"
2'- 1"
10'-0" 14'-0" 6'-6"
5"
5"
SP
A '-0 8'-
0"
2'-9" 4 SPA @ 6'-6" = 26'-0" 3'-3"
2'-3"
5/16 "
2'-3"
5/16 "
4 1/2 "
/8
6'-0"
/8
3'-1"
2'-7"
2'-7"
3'-1"
AND (4) 3/4" Ø NUTS ASTM A563.
(4) 3/4" Ø BOLTS, ASTM A307
EACH MK S-507-H9 REQUIRES
LEVELING ASSEMBLY, TYP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
4'0 2' 8'
S-504-A9
S-504-J13
S-504-F9
S-506-A5
S-504-J17
S-506-A9
S-506-A1
S-504-L9
S-504-A17
S-504-A13
S-504-A1
S-501-A11
S-504-A1
S-502-A1
S-503-K1
S-504-A5
S-504-A1
S-504-F1
S-503-K5
S-504-F5
S-503-K5
CL
S-504-A1
0 1' 2'6"
4'0 2' 8'
S-504-A9
S-504-J13
S-504-F9
S-506-A5
S-506-A9
S-506-A1
S-504-L9
S-504-A17
S-504-A13
S-504-A1
S-501-E11
S-504-A1
S-502-G1
S-503-K1
S-504-A5
S-504-A1 S-504-F1
S-503-K5
S-504-F5 S-504-A5
S-503-K5
S-504-A1
CL
S-504-A5
S-504-A1
0 1' 2'6"
S-504-A1
S-503-A5
S-503-E5
S-505-A9
S-505-A1
S-503-A1
TYP
S-503-A9
TYP
S-503-E9
TYP
S-503-E1
TYP
S-505-E11
S-505-E1
S-504-J17
S-504-J17
S-502-A1
S-504-L9
S-502-G1
S-504-L9
S-504-J17
S-504-J17
S-504-J17
S-504-A13
S-504-A13
3/8
3/8
S-507-A5
S-507-H1
S-507-H1
S-507-H9
S-507-A9
S-507-A13
S-504-A5
S-517-A17
S-507-A5
S-507-A5
S-507-H1
S-507-A13
S-507-H5
TYP (4) 3/4" Ø NUTS, ASTM A563.
(4) 3/4" Ø BOLTS, ASTM A307 AND
EACH MK S-507-H5 REQUIRES
S-507-A1
S-504-A5
S-301
A17
S-301
H17
S-303
A13
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-101 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-501 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-502 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-515 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-518 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-520 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-SD102 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-LANDWALL-S-515 |
| B5MRLD19202401-CAD_SHEET-2024-01-04-BHSILL-S-501 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-301 |
File details come from the government source that posted it. Updated .