A22-PLAN_SET_SOL-2022-03-28-CHECKPOST.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This set of construction drawings and specifications is for the replacement of fairleads and checkposts at the Dresden Island Lock and Dam located on the Illinois River in Grundy County, Illinois. The project includes demolishing existing checkposts and fairleads structures and installing new concrete slabs, checkposts, fairleads, and associated components. Key aspects of the technical requirements include installing new tow haulage fairleads that meet a breaking strength of 58,800 pounds and are rated for 5/8-inch diameter wire rope. The drawings provide layouts, sections, and details for the checkposts, fairleads, anchoring systems and associated concrete slabs. The solicitation number for this lock rehabilitation opportunity is W912EK22R0008. The issuing agency is the U.S. Army Corps of Engineers, Rock Island District. The deadline to submit bids was not provided in this document set.
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CHKPOST
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PLAN SET: OPTION A - CHECKPOSTS AND FAIRLEADS
LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
of Engineers
US Army Corps
DETAIL - TOW HAULAGE S-510
DETAIL - TOW HAULAGE S-501
SECTION - TOW HAULAGE S-311
SECTION - ANCILLARY SLAB WORK S-310
SECTION - CHECKPOST S-301
ELEVATION - TOW HAULAGE AND CHECKPOST S-210
PLAN - DOWNSTREAM TOW HAULAGE AND CHECKPOSTS-111
PLAN - UPSTREAM TOW HAULAGE AND CHECKPOSTS-110
PLAN - CHECKPOST S-101
COVER SHEET G-001
SHEET TITLESHEET ID
SHEET INDEX
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A
.0
M J
A
.0
A
.0
FLOW
PLAN - DOWNSTREAM LANDWALL
SCALE: 1/4" = 1'-0"
A1
A7
PLAN - UPSTREAM LANDWALL
H1
SCALE: 1/4" = 1'-0"
PLAN - UPSTREAM I-WALL
FLOW FLOW
S T
A
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A
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A
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18'-4 1/4 "
18'-5 5/16 "
0 4' 8'2'
0 4' 8'2' 0 4' 8'2'
7'-0" 7'-0"
S T
A
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7'-0"
6'-0"
9'-4 1/4 "
S-301
H1
S-301
A1
S-301
A9
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FOR THE CONCRETE SHALL BE 75% OF DESIGN STRENGTH.
CLOSURE PERIOD, INCLUDING CONCRETE CURE TIME FOR SLAB. CURE TIME
SLAB) SHALL BE OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
F. TOW HAULAGE UNIT ASSOCIATED COMPONENTS (FAIRLEAD, ELECTRICAL,
BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE NO INTERFERENCE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
USING A STRING LINE TO SIMULATE THE FLEETING ii.
ELEVATION.
BOTTOM OF THE TOW HAULAGE UNIT WIRE ROPE DRUM
SUBSEQUENT TOW HAULAGE UNIT LOCATION, ESTABLISH
BASED ON PRELIMINARY SLAB LOCATION, AND THUS i.
ON THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
IF THERE IS INTERFERENCE BETWEEN THE CABLE AND THE ROPE OPENING
D. DETERMINE THE FLEET ANGLE OF THE TOW HAULAGE CABLE TO DETERMINE
CONTRACT DRAWINGS.
SLAB AND TOW HAULAGE UNIT, BASED ON DIMENSIONS SHOWN ON THE
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW TOW HAULAGE UNIT
ASSEMBLY.
B. LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS NOTED ON THE FAIRLEAD
OF THE UNIT, AND THE WIRE ROPE DRUM WIDTH.
DIMENSIONS REQUIRED ARE THE LINE LEAD ELEVATION ABOVE THE BOTTOM
A. MEASURE EXISTING DIMENSIONS OF TOW HAULAGE UNIT WIRE ROPE DRUM.
FOLLOW THE PROCESS BELOW:
IN GENERAL, INSTALLATION OF THE UPSTREAM TOW HAULAGE UNIT SHALL 3.
GROUT.
AND SS304 OR SS316 WASHERS. EMBED ANCHORS A MINIMUM OF 2'-0" IN EPOXY
STAINLESS STEEL THREADED ANCHOR RODS WITH ASTM A194 GR8 OR 8M NUTS
PROVIDE AND INSTALL NEW FAIRLEAD USING 1 1/4" DIA ASTM 193 GR B8 OR B8M 2.
ANCHORS. CUT ANCHORS FLUSH WITH TOP OF WALL AFTER REMOVAL.
EXISTING UPSTREAM FAIRLEAD IS SECURED TO CONCRETE WITH (9) 1" Ø 1.
GENERAL SHEET NOTES
S-510-A1
GUIDEWALL
O
R N
E R A
R M
O R
S T
A
.0
EL 510.0
T
A
.0
A
.0
C SHEAVEL
SEE NOTE 2
FLOW
ON NEW CONCRETE SLAB
REINSTALL TOW HAULAGE UNIT
7'-3 5/16 "
FAIRLEAD
INSTALL NEW
FAIRLEAD
REMOVE EXISTING
TOW HAULAGE UNIT
REMOVE EXISTING
A1
SCALE: 1/2"=1'-0"
PLAN - DOWNSTREAM FAIRLEAD
0 2' 4'1' A12
SCALE: 1/2"=1'-0"
PLAN - UPSTREAM LANDWALL TOW HAULAGE UNIT
0 2' 4'1'
7 1/8 "
/2
4'-6"
S-310
H1
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FOR THE CONCRETE SHALL BE 75% OF DESIGN STRENGTH.
CLOSURE PERIOD, INCLUDING CONCRETE CURE TIME FOR SLAB. CURE TIME
SLAB) SHALL BE OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
F. TOW HAULAGE UNIT ASSOCIATED COMPONENTS (FAIRLEAD, ELECTRICAL,
BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE NO INTERFERENCE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
USING A STRING LINE TO SIMULATE THE FLEETING ii.
THE TOW HAULAGE UNIT WIRE ROPE DRUM ELEVATION.
SUBSEQUENT THU LOCATION, ESTABLISH BOTTOM OF
BASED ON PRELIMINARY SLAB LOCATION, AND THUS i.
THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
IF THERE IS INTERFERENCE BETWEEN THE CABLE AND THE ROPE OPENING ON
D. DETERMINE THE FLEET ANGLE OF THE TOW HAULAGE CABLE TO DETERMINE
CONTRACT DRAWINGS.
SLAB AND TOW HAULAGE UNIT, BASED ON DIMENSIONS SHOWN ON THE
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW TOW HAULAGE UNIT
ASSEMBLY.
B. LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS NOTED ON THE FAIRLEAD
OF THE UNIT, AND THE WIRE ROPE DRUM WIDTH.
DIMENSIONS REQUIRED ARE THE LINE LEAD ELEVATION ABOVE THE BOTTOM
A. MEASURE EXISTING DIMENSIONS OF TOW HAULAGE UNIT WIRE ROPE DRUM.
FOLLOW THE PROCESS BELOW:
IN GENERAL, INSTALLATION OF THE DOWNSTREAM TOW HAULAGE UNIT SHALL 3.
EXISTING CONCRETE (BELOW 8" RESURFACING).
AND SS304 OR SS316 WASHERS. EMBED ANCHORS A MINIMUM OF 2'-0" IN
STAINLESS STEEL THREADED ANCHOR RODS WITH ASTM A194 GR8 OR 8M NUTS
PROVIDE AND INSTALL NEW FAIRLEAD USING 1 1/4" DIA ASTM 193 GR B8 OR B8M 2.
ANCHORS. CUT ANCHORS FLUSH WITH TOP OF WALL AFTER REMOVAL.
EXISTING DOWNSTREAM FAIRLEAD IS SECURED TO CONCRETE WITH (9) 1" Ø 1.
GENERAL SHEET NOTES
R N
E R A
R M
O R
S T
A
.0
GUIDEWALL
S-510-A11
EL 510.0
EL 496.0
C SHEAVEL
FLOW
INSTALL NEW FAIRLEAD.
REMOVE EXISTING FAIRLEAD.
A1
SCALE: 1/2" = 1'-0"
PLAN - DOWNSTREAM FAILRLEAD
A9
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM LANDWALL TOW HAULAGE UNIT
0 2' 4'1' 8'0 4' 16'
BENEATH NEW FAIRLEAD BASEPLATE
8" CONCRETE RESURFACING
REINSTALL ON NEW CONCRETE SLAB
REMOVE EXISTING TOW HAULAGE UNIT AND
4'-6"
S-310
A1
S-310
A11
A1
S-210
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D
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CHKPOST
W E
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MEASUREMENTS AND SUBMIT FOR APPROVAL.
REQUIREMENTS, DETERMINE HANDRAIL LAYOUT BY ACTUAL FIELD
HANDRAIL LAYOUT SHOWN IS A GENERAL IDEA OF NEW HANDRAIL 2.
40 LF OF 2" Ø X-STRONG ALUMINIUM PIPE. VERIFY IN-FIELD
C. FOR BIDDING PURPOSES, ASSUME RECONFIGURING OF HANDRAIL REQUIRES
FROM PULLOUT OF 6,000 LBS. PER ANCHOR-RESIN-CONCRETE INTERFACE.
B. EPOXY ADHESIVE SHALL PROVIDE A MIN. ALLOWABLE TENSILE STRENGTH
EMBEDMENT.
ASTM F1554 GR 36 ALL-THREAD, DIA TO MATCH EXISTING DIA WITH 6" MIN.
A. GALVANIZE ANCHOR RODS, NUTS AND WASHERS. ANCHOR RODS SHALL BE
POST IN EPOXY GROUT, CONSISTING OF THE FOLLOWING:
ANCHOR POSTS TO THE TOP OF LOCKWALL WITH (4) EPOXY ANCHORS PER 1.
GENERAL SHEET NOTES
A1
SCALE: 3/4" = 1'-0"
ELEVATION - UPSTREAM FAIRLEAD
H1
SCALE: 3/4" = 1'-0"
ELEVATION - DOWNSTREAM FAIRLEAD
2'0 1' 4'
2'0 1' 4'
HANDRAIL
EXISTING
S-510-A1
S-510-A11
S T
A
.0
2'-6"
5'-0"1'-10 1/2 "
2'-0" MAX
3"
LC
NEW HANDRAIL
.0
M J S
T A
5'-0" 5'-1"
EL. 510.0
TOW
EL. 510.0
TOW
HANDRAIL
JOINTS TO EXISTING
PROVIDE ELBOW
EXISTING HANDRAIL TO REMAIN
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REPLACEMENT.
CHECKPOSTS TO BE FILLED WITH NON-SHRINK GROUT AFTER CONCRETE 1.
GENERAL SHEET NOTES
H1
SCALE: 3/4" = 1'-0"
SECTION - UPSTREAM LANDWALL
A1
SCALE: 3/4" = 1'-0"
SECTION - DOWNSTREAM LANDWALL
A9
SCALE: 3/4" = 1'-0"
SECTION - UPSTREAM I-WALL
H9
SCALE: 3/4" = 1'-0"
SECTION
2'0 1' 4' 2'0 1' 4'
2'0 1' 4'2'0 1' 4'
1'-4"
1'-5" 1'-0"
(3) #10
#6 @ 12"#6 @ 12"
EPOXY GROUT
EMBED 15" IN
#8 ANCHORS
B
B
A
N C
H O
R S
(3) S-501-G1 (A)
(3) S-501-G1 (B)
(TYP OF 20)
#8 ANCHORS
(3) #10x4'-0"
1'-4"
1'-4"
1'-7" 1'-5" 1'-0"
#6 @ 12"#6 @ 12"
EPOXY GROUT
EMBED 15" IN
(3) #10
#6B @ 12
1'-0" 1'-7"1'-5"
(3) #10
#6B @ 12
#6B @ 12#6B @ 12
EPOXY GROUT
EMBED 15" IN
1'-7"
EPOXY GROUT
EMBED 6" IN
#8 ANCHOR
S-501-G1 S-501-G1
S-501-G1
4'-8"
4'-8"
EL 496.0
EL 493.0
EL 510.0
EL 507.0
EL 510.0
EL 507.0
6'-7 7/8 "
S-527-L1
S-527-A11
S-501-A1
S-501-A1
S-527-H1
S-527-A1
S-527-H1
S-501-A1
S-527-A1
H9
H9
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
N
C
IL
L A
R Y S
L A
B W
O R
K
S E
C T
IO
N
S-310
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPOST
W E
K
R
SCALE: 1 1/2" = 1'-0"
SECTION - UPSTREAM TOW HAULAGE UNIT SLAB
H1
SCALE: 1 1/2" = 1'-0"
SECTION - DOWNSTREAM TOW HAULAGE UNIT SLAB
2'0 1' 4'
2'0 1' 4'
1 1/2 "
FIELD VERIFY
NEW TOW HAULAGE UNIT SLAB
#6 @ 12" E.W.
NEW TOW HAULAGE UNIT SLAB
#6 @ 12" E.W.
EXISTING LOCKWALL
WITH FAIRLEAD BASEPLATE ANCHORS.
FAIRLEAD CONCRETE REINFORCEMENT AND ANCHORS TO NOT INTERFERE 5.
ANCHORS.
BIDDING PURPOSES, ASSUME ANCHORS ARE 1" Ø AND THERE ARE SIX
STEEL COUPLER NUTS AND ASTM F1554 THREADED GR105, RODS. FOR
THREADS WITH ANTI-SIEZE COMPOUND. PROVIDE HEAVY HEX GALVANIZED
BOLTS, AND SHALL BE DOCUMENTED. COAT THREADED ROD/COUPLER
SHALL BE IDENTICAL TO THE LOCATIONS OF THE EXISTING TOW HAULAGE
THE NEW TOW HAULAGE SLAB. THE LOCATIONS OF THE COUPLER NUTS
AND INSTALL COUPLER NUTS TO BE FLUSH WITH THE FINISHED SURFACE OF
SLAB, INSTALL THREADED ANCHORS 1'-6" BELOW THE TOP OF THE LOCKWALL
ANCHORS/COUPLERS. PRIOR TO PLACEMENT OF THE NEW TOW HAULAGE
SECURING THE TOW HAULAGE UNIT FOR THE NEW THREADED
FIELD MEASURE AND MATCH THE LOCATIONS AND DIMENSIONS OF BOLTS 4.
LINE.
CUT OFF EXISTING TOW HAULAGE SLAB ANCHORS AT CONCRETE REMOVAL 3.
AND ANCHORS IN SLAB TO AVOID THESE ANCHORS.
FIELD VERIFY TOW HAULAGE ANCHOR LOCATIONS AND PLACE REINFORCING 2.
HAULAGE UNIT SLAB.
REMOVE EXISTING TOW HAULAGE UNIT AND REINSTALL ON NEW TOW 1.
GENERAL SHEET NOTES
3'-0"
3" 2'-6" 3"
#6 @ 12" E.W.
A11
SCALE: 1/2" = 1'-0"
SECTION - TYPICAL FAIRLEAD
2'0 1' 4'
SEE NOTE 4
THREADED ROD AND COUPLING
EMBED 1'-6" IN EPOXY GROUT
#6B ANCHORS @ 2'-0" E.W.
(NO CHAMFER)
1/4" TOOLED JOINT RADIUS
SEE NOTE 4
THREADED ROD AND COUPLING
EMBED 1'-6" IN EPOXY GROUT
#6B ANCHORS @ 2'-0" E.W.
6" IN EPOXY GROUT
#6B @ 12" EMBED
(NO CHAMFER)
1/4" TOOLED JOINT RADIUS
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
E C
K P
O S
T
D E
T A
IL
S-501
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPOST
W E
K
R
S-501-A1
SCALE: 1"=1'-0"
S-501-G1
G1
Ø 2" GROUT HOLE
0 1' 2'6"
0 1' 2'6"
/8
1/
R
CONNECTIONS.
CJP. 100% UT. USE AWS D1.1 ACCEPTANCE CRITERIA FOR TUBULAR 3.
(6) BARS ARE REQUIRED PER CHECKPOST.2.
BAR A ORIENTATION SHOWN. BAR B OPPOSITE HAND.1.
GENERAL SHEET NOTES
3'-1 3/8 "
1'-9"
/8
NOTE 3
CJP SEE
1" RADIUS TOP AND BOTTOM
Ø 12" STEEL PLATE WITH
ASTM 519 GRADE 4130 SR
1" WALL THICKNESS
8 3/8" OD STEEL TUBING
CHECKPOST FOR #10 BAR
DRILL Ø 1 1/2" HOLES THRU
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
R N
E R A
R M
O R C
A S
T
IN
G
D E
T A
IL
S
S-502
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPSTS
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
/2
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
S-527-A1 - WALL ARMOR
M11
SCALE: 3"=1'-0"
SECTION - WALL ARMOR BEVEL
6"
/2
H1
SCALE: 1"=1'-0"
S-527-H1 - CORNER ARMOR
1/2"
3/4"x 4" STEM BAR
FACE OF WALL
C/L
3/4" x 8" RUBBING BAR
ANCHOR BAR
2" x 3/8" x 1'-0"
1/4"
1/4"
1/4" 6@9
6@9ARMOR SECTIONS
AT ENDS OF
START WELD
3/4 "
3/4" PL
9"
1"
WELDED STUD
3/4" x 8"
45°
ANCHOR BAR
2" x 3/8" x 1'-0"
5/16"
9'-4 1/8 "
TOP VIEW
SIDE VIEW
ASTM A36CORNER ARMOR11S-527-L1
ASTM A36CORNER ARMOR21S-527-H1
ASTM A36WALL ARMOR42S-527-A11
ASTM A36WALL ARMOR21S-527-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
6"0 3" 1'
6"0 3" 1'6"0 3" 1'
0 1' 2'6"
0 1' 2'6"
8"
2"
8"
2"
6"
R
7'-0"
SCALE: 1"=1'-0"
S-527-L1 - CORNER ARMOR
6"
0 1' 2'6"
9'-4 1/4 "
L1
8 SPACES @ 1'-0" = 8'-0"8 1/8 "
6"7 SPACES @ 1'-0" = 7'-0"1'-2 1/8 "
9"4 SPACE @ 1'-6" = 6'-0"9"11 1/8 "
5 SPACE @ 1'-6" = 7'-6"11 1/8 "
A11
SCALE: 1"=1'-0"
S-527-A11 - WALL ARMOR
0 1' 2'6"
6" 6 SPACE @ 1'-0" = 6'-0"
6"5 SPACE @ 1'-0" = 5'-0"1'-0"
6"
TOP VIEW
SIDE VIEW
7'-0"
1'-6"1'-3"1'-3"1'-6"9"
9"1'-6"1'-0"1'-6"9"9"
G11
SCALE: 3"=1'-0"
SECTION - WALL ARMOR
G17
SCALE: 3"=1'-0"
SECTION - CORNER AMROR
G11
K1 K1
G11
K1K1
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
W H
A U
L A
G E
D E
T A
IL
S-510
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPOST
W E
K
R
SCALE: 1 1/2" = 1'-0"
S-510-A1 - UPSTREAM
A11
SCALE: 1 1/2" = 1'-0"
S-510-A11 - DOWNSTREAM
SCALE: 1 1/2" = 1'-0"
DETAIL
K1
SEE NOTE 7
WEIGHT
C/L FAIRLEAD
HORIZONTAL
TOP OF WALL
UPSTREAM LAND WALL OPPOSITE HAND
DOWNSTREAM LAND WALL FAIRLEAD SHOWN 1.
NOTE:
1'-2" 2'-1 1/2 "
4'-2"
7 1/2 "
/2
/2
1'-1 1/2 " 2'- 1/2 "
4'-2"
9"
1" PL, ASTM A572 GR 50
NEW FAIRLEAD FOOTPRINT
1" PL, ASTM A572 GR 50
NEW FAIRLEAD FOOTPRINT
1 1/2
" TYP
/2 T
Y P
SHEAVE
C FAIRLEADL
SHEAVE
C FAIRLEADL
1'-7"3"
7/16
100% MT
1'-0 3/4 "
7/16
100% MT
1'-4"
/2
1'-7" 9"
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
BOLTS.
LOCATION SHOWN IN DETAIL K1, WITH A MINIMUM OF FOUR STAINLESS STEEL
ONE PIECE UNIT AND BOLTED TO THE FAIRLEAD IN THE APPROXIMATE
10° FROM HORIZONTAL IN ITS STATIONARY POSITION. WEIGHT SHALL BE A
THE HEAD OF THE FAIRLEAD SHALL BE WEIGHTED SUCH THAT THE HEAD IS 7.
INTERFACE WITH CAULKING.
RECOMMENDATIONS. ANCHORAGE PLATE SHALL BE SEALED AT CONCRETE
PAINT SAFETY YELLOW IN ACCORDANCE WITH MANUFACTURE'S 6.
1/8" FROM THE EXISTING FAIRLEAD SHEAVE GROOVE LOCATION.
DISTANCES TO THE GROOVE OF THE FAIRLEAD SHEAVE VARIES LESS THAN
SHALL BE LOCATED SUCH THAT THE LOCKWALL FACE AND MONOLITH JOINT
FAIRLEAD LOCATIONS SHALL BE MADE AS SHOWN, AND NEW FAIRLEADS
IN ACCORANCE WITH AWS D1.1. FIELD MEASUREMENTS OF EXISTING
SHOP WELD NEW FAIRLEADS TO BASE PLATES PRIOR TO FIELD INSTALLATION 5.
BREAKING STRENGTH OF 5/8" DIA 6x36 IWRC ROPE (58,800 LBS).
BALANCED HEAD FAIRLEAD, MODEL MD 616." PRODUCT SHALL BE RATED FOR
PRODUCT. PRODUCT DESIGN BASIS IS "SMITH BERGER DECK MOUNTED
PROVIDE A CAST STEEL FAIRLEAD AS A STANDARD MANUFACTURER 4.
OF WALL ELEVATION IN PREPARATION FOR THE NEW ASSEMBLY.
REMOVE FAIRLEAD UNIT AND GRIND EXISTING ANCHORS FLUSH AT THE TOP 3.
FAIRLEADS NEAR THE MAINTENANCE BUILDING, AS DIRECTED BY COR.
EXISTING FAIRLEADS TO REMAIN GOVERNMENT PROPERTY. PLACE 2.
THE SITE.
DOWNSTREAM LOCATION AND AT THE EXISTING UPSTREAM LOCATION, TO
TWO NEW TOW HAULAGE FAIRLEAD ASSEMBLIES: AT THE EXISTING
UPSTREAM ASSEMBLY AND TWO DOWNSTREAM ASSEMBLIES, AND INSTALL
PROVIDE THREE NEW TOW HAULAGE FAIRLEAD ASSEMBLIES. ONE 1.
GENERAL SHEET NOTES
" T
YP
R 1 " T
YP
K1
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
C H
E C
K P
O S
T
P L
A N
SD101
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPOST
W E
K
R
A
.0
A
.0
A
.0
FLOW
PLAN - DOWNSTREAM LANDWALL
A7
PLAN - UPSTREAM LANDWALL
H1
SCALE: 1/4" = 1'-0"
PLAN - UPSTREAM I-WALL
FLOW FLOW
S T
A
.0
A
.0
A
.0
18'-4 1/4 "
18'-5 5/16 "
0 4' 8'2'
0 4' 8'2' 0 4' 8'2'
7'-0" 7'-0"
S T
A
.1
7'-0"
6'-0"
2'-4"
SD301
A9
SD301
A1
SD301
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
C H
E C
K P
O S
T
S E
C T
IO
N
SD301
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
C
C L E
M E
N T S
CHKPOST
W E
K
R
SCALE: 3/4" = 1'-0"
SECTION - UPSTREAM LANDWALL
A1
SCALE: 3/4" = 1'-0"
SECTION - DOWNSTREAM LANDWALL
A9
SCALE: 3/4" = 1'-0"
SECTION - UPSTREAM I-WALL
2'0 1' 4'
2'0 1' 4'2'0 1' 4'
4'-8"
4'-8"
EL 510.0
EL 507.0EL 493.0
EL 496.0
EL 507.0
EL 510.0
6'-8"
| B5IWLD04202101_CHKPOST_G-001 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-G-001 |
| B5IWLD04202101_CHKPOST_S-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-101 |
| B5IWLD04202101_CHKPOST_S-110 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-110 |
| B5IWLD04202101_CHKPOST_S-111 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-111 |
| B5IWLD04202101_CHKPOST_S-210 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-210 |
| B5IWLD04202101_CHKPOST_S-301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-301 |
| B5IWLD04202101_CHKPOST_S-310 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-310 |
| B5IWLD04202101_CHKPOST_S-501 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-501 |
| B5IWLD04202101_CHKPSTS_S-502 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-502 |
| B5IWLD04202101_CHKPOST_S-510 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-S-510 |
| B5IWLD04202101_CHKPOST_SD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-SD101 |
| B5IWLD04202101_CHKPOST_SD301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-CHKPSTS-SD301 |
File details come from the government source that posted it. Updated .