LD10 Amendment 0003 - FULLSIZE.pdf
PDF 2 MB Posted
- Attached to
- Miter Gate Anchorage Replacement Lock and Dam 5A, 8, and 10 Federal contract opportunity
- Solicitation number
- W912ES21B0010
About this file
This solicitation is for the miter gate anchorage replacement at Lock and Dam 5A near Fountain City, Wisconsin, Lock and Dam 8 near Genoa, Wisconsin, and Lock and Dam 10 near Guttenburg, Iowa. The U.S. Army Corps of Engineers, St. Paul District is seeking the removal, fabrication, and replacement of six of the eight miter gate anchorages in the main lock chamber at each location. Bidders may bid on one, two, or all three locations, with anticipated magnitudes between $1,000,000-$5,000,000 per location and over $10,000,000 combined. The resulting contracts will be firm-fixed price. This procurement is a total small business set-aside under NAICS code 237990, with a size standard of $39.5 million. Offerors must register in the System for Award Management and have representations and certifications completed prior to award.
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Text version
12:17:54 PM4/7/2021MELINDA.KNUDSON
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DEMOLITION PLAN - GATE 2
A1
SCALE: 3/8" = 1'-0"
CL
CL
CL
CL
MACHINERY PIT
EXISTING
BULKHEAD SLOT
EXISTING
EXISTING PULL BOX
CHECK POST
REMOVE EXISTING
ANCHORAGE
EXISTING RECESS
FACE OF LOCK WALL
BELOW, TYP
EXISTING CULVERT
EXISTING VALVE PIT
F L
O W
TRENCH
EXISTING ELECTRICAL
DRAIN
EXISTING
STANDARD
LIGHT
EXISTING
EXISTING CURB ANGLE
DO NOT DEMOLISH
AND ANCHORAGE PIN
MITER ANCHORAGE
(SEE SHEET SG513)
(CONTROL POINT B)
RECESS ANCHORAGE PIN
LIMITS SEE SHEET SD502
CONCRETE DEMOLITION
(SEE SHEET SG513)
(CONTROL POINT 2)
MITER ANCHORAGE PIN
LIMITS SEE SHEET SD501
CONCRETE DEMOLITION
ANCHORAGE
EXISTING MITER
AND ANCHORAGE PIN
RECESS ANCHORAGE
GATE RECESS
EXISTING
EXISTING DRAIN
(SEE SHEET SG513)
(CONTROL POINTS 1 AND A)
PINTLE AND GUDGEON PINCL
CL
CL
MONOLITH L-23
SEE NOTE 7
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NOTE:
4'0 2' 8'
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STRUCTURAL SHEET NOTES
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SPECIFICATION SECTION 05 50 15 CIVIL WORKS FABRICATIONS.
REMOVE WALL ARMORING PLATE AND REPLACE TO MATCH EXISTING. SEE 7.
CONTRACTOR SHALL REMOVE AND STORE TO PREVENT DAMAGE.
IF EXISTING LIGHT STANDARD INTERFERES WITH CONCRETE DEMOLITION, 6.
STRAIGHT AND SQUARE CUT LINES.
THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 5.
SEE DEMOLITION NOTES ON SHEET S-001.
ARE REUSED THAT COULD BE DAMAGED SHALL BE REMOVED AND STORED.
PRIOR TO CONCRETE REMOVAL, MISCELLANEOUS ITEMS THAT REMAIN OR 4.
DIMENSIONS AND VERIFY EMBEDMENT.
SHOWN ON SHEET SD501 AND SD502. CONTRACTOR SHALL FIELD VERIFY
EXISTING DEMOLITION LIMITS SHOWN ARE APPROXIMATE. DIMENSIONS ARE 3.
MITER GATE AND ANCHORAGE BARS NOT SHOWN FOR CLARITY.2.
REFER TO SHEET S-001 FOR NOTES.1.
A1
SD502
A6
SD301
A1
SD301
SD501
12:18:31 PM4/7/2021MELINDA.KNUDSON
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DEMOLITION PLAN - GATE 4
SCALE: 3/8" = 1'-0"
(SEE SHEET SG513)
(CONTROL POINT 2)
MITER ANCHORAGE PIN
(SEE SHEET SG513)
(CONTROL POINT B)
RECESS ANCHORAGE PIN
CLCL
CL
CL
MACHINERY PIT
EXISTING
FACE OF LOCK WALL
CHECK POST
REMOVE EXISTING
BELOW, TYP
EXISTING CULVERT
RECESS
EXISTING LADDER
EXISTING CHECK POST
TRENCH, TYP.
EXISTING ELECTRICAL
F L
O W
DRAIN
EXISTING
EXISTING CURB ANGLE
DO NOT DEMOLISH
AND ANCHORAGE PIN
RECESS ANCHORAGE
ANCHORAGE
EXISTING RECESS
LIMITS SEE SHEET SD503
CONCRETE DEMOLITION
ANCHORAGE
EXISTING MITER
AND ANCHORAGE PIN
MITER ANCHORAGE
LIMITS SEE SHEET SD501
CONCRETE DEMOLITION
MONOLITH I-26
EXISTING DRAIN
OPP
CL
CL
(SEE SHEET SG513)
(CONTROL POINTS 1 AND A)
PINTLE AND GUDGEON PINCL
GATE RECESS
EXISTING
SEE NOTE 6
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US Army Corps
U .S
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P S
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VIEW ROTATED 14.14°
NOTE:
4'0 2' 8'
N
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O
ID
STRUCTURAL SHEET NOTES
SPECIFICATION SECTION 05 50 15 CIVIL WORKS FABRICATIONS.
REMOVE WALL ARMORING PLATE AND REPLACE TO MATCH EXISTING. SEE 6.
STRAIGHT AND SQUARE CUT LINES.
THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 5.
SEE DEMOLITION NOTES ON SHEET S-001.
ARE REUSED THAT COULD BE DAMAGED SHALL BE REMOVED AND STORED.
PRIOR TO CONCRETE REMOVAL, MISCELLANEOUS ITEMS THAT REMAIN OR 4.
DIMENSIONS AND VERIFY EMBEDMENT.
SHOWN ON SHEET SD501 AND SD503. CONTRACTOR SHALL FIELD VERIFY
EXISTING DEMOLITION LIMITS SHOWN ARE APPROXIMATE. DIMENSIONS ARE 3.
MITER GATE AND ANCHORAGE BARS NOT SHOWN FOR CLARITY.2.
REFER TO SHEET S-001 FOR NOTES.1.
A P
R
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P O
N S
E T
O B
ID
D
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I N
Q U
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A6
SD302
A1
SD302
A1
SD503
SD501
12:19:08 PM4/7/2021MELINDA.KNUDSON
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1'-4"3'-0"
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3'-7"
4'-9"
2'-1" 2'-8"
5"
2'-8"2'-1"
(SEE SHEET SG513)
ANCHORAGE BAR
EXISTING RECESS
2'-8"2'-1"
(SEE SHEET SG513)
ANCHORAGE BAR
EXISTING RECESS
/4
5''5'-0''4'-9''
/4
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DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION
A1
SCALE: 3/4" = 1'-0"
DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN
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SCALE: 1/2" = 1'-0"
E5
E8
LOCK WALL
FACE OF
ANCHORAGE
EXISTING RECESS LOCK WALL
FACE OF
ANCHORAGE
EXISTING RECESS
2. TYPICAL FOR MONOLITH L-23.
1. VIEW ROTATED 14.14°.
NOTE:
1. TYPICAL FOR MONOLITH L-23.
NOTE:
2'0 1' 4' 2'0 1' 4'
0 2' 4'1' 0 2' 4'1'
STRUCTURAL SHEET NOTES
N A
V D
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N
D A
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C O
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IN
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D F
A C
T O
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C F
.9
G E
O
ID
N
STRAIGHT AND SQUARE CUT LINES.
THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 6.
PREVENT DAMAGE.
AND HAND RAILINGS SHALL BE REMOVED AND STORED TO
PRIOR TO CONCRETE REMOVAL, ALL MISCELLANEOUS STEEL 5.
INSTALLATION FOR COMPLETE SEQUENCE INFORMATION.
AND SEE SPECIFICATION SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL 4.
SHALL BE COATED WITH A ZINC COATING.
THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE FRAME
CONCRETE DEMOLITION ELEVATION USING FLAME CUTTING OR OTHER METHOD.
AT DEMOLITION, CUT EXISTING ANCHORAGE FRAME FLUSH WITH THE 3.
SEE SPECIFICATION SECTION 02 41 00 STRUCTURAL DEMOLITION.2.
MINIMUM GROUT THICKNESSES REQUIREMENTS ON SHEET SG511.
SHALL FIELD VERIFY DIMENSIONS AND VERIFY EMBEDMENT. SEE MAXIMUM AND
DEMOLITION DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR 1.
R E
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
U .S
A
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O R
P S
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G
IN
E E
R S
F L
O W
CL
FACE OF WALL
CHECK POST
REMOVE EXISTING
ANCHORAGE BAR
RECESS
(CONTROL POINT B)
PIN ANCHORAGECL
ANCHORAGE
EXISTING RECESS
EXISTING CURB ANGLE
DO NOT DEMOLISH
FABRICATION.
05 50 15 CIVIL WORKS
SPECIFICATION SECTION
MATCH EXISTING. SEE
PLATE AND REPLACE TO
REMOVE WALL ARMORING
ANCHORAGECL
LIMITS OF EXCAVATION
CL
LIMITS OF EXCAVATION
ANCHORAGECL
CL
A5
SD502
E8
SD502
E5
SD502
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
TOC
(PORTION TO REMAIN)
EXISTING RECESS ANCHORAGE
SEE NOTES
DEMOLITION
CONCRETE
BAR RECESS
EXISTING ANCHOR
DEMOLITION ELEVATION
FLUSH WITH CONCRETE
TRIM EXISTING ANCHORAGE
CHECK POST
REMOVE EXISTING
RECESS ANCHORAGE
BAR (SEE SHEET SG513)
CL
CLANCHORAGE PIN
(SEE SG513)
CONTROL POINT B
12:19:54 PM4/7/2021MELINDA.KNUDSON
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EXCAVATE TO EXISTING
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DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION
A1
SCALE: 3/4" = 1'-0"
DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN
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2. TYPICAL FOR FOR MONOLITH I-26.
1. VIEW ROTATED 14.14°.
NOTE:
1. TYPICAL FOR MONOLITH I-26.
NOTE:
2'0 1' 4' 2'0 1' 4'
STRUCTURAL SHEET NOTES
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
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O N
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O L
C O
M B
IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
N
STRAIGHT AND SQUARE CUT LINES.
THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 6.
PREVENT DAMAGE.
AND HAND RAILINGS SHALL BE REMOVED AND STORED TO
PRIOR TO CONCRETE REMOVAL, ALL MISCELLANEOUS STEEL 5.
INSTALLATION FOR COMPLETE SEQUENCE INFORMATION.
AND SEE SPECIFICATION SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL 4.
SHALL BE COATED WITH A ZINC COATING.
THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE FRAME
CONCRETE DEMOLITION ELEVATION USING FLAME CUTTING OR OTHER METHOD.
AT DEMOLITION, CUT EXISTING ANCHORAGE FRAME FLUSH WITH THE 3.
SEE SPECIFICATION SECTION 02 41 00 STRUCTURAL DEMOLITION.2.
MINIMUM GROUT THICKNESSES REQUIREMENTS ON SHEET SG511.
SHALL FIELD VERIFY DIMENSIONS AND VERIFY EMBEDMENT. SEE MAXIMUM AND
DEMOLITION DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR 1.
R E
S P
O N
S E
T O
B
ID
D E
R I
N Q
U
IR
A
P R
A S
-B U
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N O
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N N
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S
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A
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S I Z
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B Y
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C O
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C
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C K
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D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
CL
FACE OF WALL
CHECK POST
REMOVE EXISTING
ANCHORAGE BAR
RECESS
CL
ANCHORAGE
EXISTING RECESS
F L
O W
MONOLITH JOINT
OPP
OPP
EXISTING CURB ANGLE
DO NOT DEMOLISH
(CONTROL POINT B)
PIN ANCHORAGE
FABRICATION.
05 50 15 CIVIL WORKS
SPECIFICATION SECTION
MATCH EXISTING. SEE
PLATE AND REPLACE TO
REMOVE WALL ARMORING
A5
SD503
E8
SD502
F3
SG504
E5
SD502
RECESS ANCHORAGE
BAR (SEE SHEET SG513)
LIMITS OF EXCAVATION
CL
LIMITS OF EXCAVATION
TOC
CHECK POST
REMOVE EXISTING
BAR RECESS
EXISTING ANCHOR
DEMOLITION ELEVATION
FLUSH WITH CONCRETE
TRIM EXISTING ANCHORAGE
SEE NOTES
DEMOLITION
CONCRETE
(PORTION TO REMAIN)
EXISTING RECESS ANCHORAGE
MONOLITH JOINT
CLANCHORAGE
PIN
(SEE SG513)
CONTROL POINT B
F3
SG504
12:20:27 PM4/7/2021MELINDA.KNUDSON
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P
C
L R
2 1/2 ''
M A
X
MONOLITH JOINT
EXCAVATE TO EXISTING VERTICAL
4'-9''
T Y
P
C
L R
TYP
CONCRETE,
EXISTING
TYP
EPOXY ADHESIVE,
MIN EMBED W/
EA FACE WITH 12"
#4 VERT @ 6" OC
TYP
EPOXY ADHESIVE,
MIN EMBED W/
EA FACE WITH 12"
#5 HORIZ @ 12" OC
CONCRETE
NEW CIP
OF LOCK WALL
VERTICAL FACE
PER D5/SG504
PROTECTION
STEEL EDGE
DIRECTION
ALTERNATE HOOK
#4 HOOK @ 6" OC,
PER F1/SG503, TYP.
ANGLE AND STUD
PER D5/SG504
PROTECTION
STEEL EDGE
TYP
EPOXY ADHESIVE,
MIN EMBED W/
EA FACE WITH 12"
#5 HORIZ @ 12" OC
CONCRETE
NEW CIP
LOCK WALL
VERTICAL FACE OF
TYP
EPOXY ADHESIVE,
MIN EMBED W/
EA FACE WITH 12"
#4 VERT @ 6" OC
PER F1/SG503
ANGLE AND STUD
TYP.
CONCRETE,
EXISTING
TYP UNO
W/ EPOXY ADHESIVE,
WITH 12" MIN EMBED
#5 HORIZ @ 12" OC
GROUT POUR
FIRST STAGE
GROUT POUR
SECOND STAGE
A1/SG501
EMBED PER
OC, LAP AND
#5 HORIZ @ 12"
GROUT, VARIES
TOP OF NON-SHRINK
B
T W
IT
C
H E
C E
S S
A N
C H
O R
A G
E
C O
N C
R E
T E
A N
D R
E
IN
F O
R C
IN
G
D E
T A
IL
S
S T
R U
C T
U R
A L
SG502
P
C E
H
O U
K N
U D
S
S
T T
E N
B U
R G
C K
D
A M
S
IS
S
IP
P I
R
IV
A N
C H
O R
A G
E R
E P
L A
C E
M E
E S
B
R C
H
P
A U
L
M
IN
N E
S O
T A
-1
T H
S T
E A
S T
S
T E
P
A U
L D
IS
T
R
T R
A T
E C
H .C
L L
E V
U E
W
A
T
H A
V E
N
E
S U
IT
E
T R
A T
E
DETAIL - REINFORCEMENT AT RECESS ANCHORAGE
A6
DETAIL - REINFORCEMENT AT RECESS ANCHORAGE AT MONOLITH JOINT
SCALE: 1/2" = 1'-0"
E4
SECTION - RECESS ANCHOR
SCALE: 3/4" = 1'-0"
E7
SECTION - RECESS ANCHOR
-B U
IL
T
N O
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
F1
SG503
AND HOOK REQS.
E4/SG502 FOR EMBED
#5 @ 12" OC HORIZ; REF
NOTE:
1. MIRROR FOR MONOLITH L-23.
2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,
CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN
FOR CLARITY.
#5 HORIZ @ 12" OC
CURB ANGLE
REINSTALL
6" OC
#4 VERT @
12" OC
#5 HORIZ @
PLAN
''3
MONOLITH JOINT
DRAIN PER A6/SG503
TOC
SIM
PER E4/SG505
CORNER GEOMETRY
EACH END, TYP.
EMBEDDED REBAR
OC; LAP 14" WITH
#5 HORIZ @ 12"
W/ EPOXY ADHESIVE, TYP.
12" MIN EMBEDMENT
#5 HORIZ @ 12" OC WITH
W/ EPOXY ADHESIVE
12" MIN EMBEDMENT
#4 VERT @ 6" OC WITH
WALL PRIMARY HORIZ REINF
LAP MIN 18" WITH PARAPET
W/ EPOXY ADHESIVE, TYP;
12" MIN EMBEDMENT
#5 HORIZ @ 12" OC WITH
NOTE:
1. NEW AND EXISTING RECESS ANCHORAGE FRAMES NOT SHOWN FOR CLARITY.
2. CORNER PROTECTION, WALL ARMORING PLATE, AND GRATING SEAT ANGLES
NOT SHOWN FOR CLARITY.
DRAIN PER A6/SG503
ELEVATION
#5 HORIZ @ 12" OC
MONOLITH JOINT
PER SG503, NOT SHOWN
WALL CORNER ARMOR
MONOLITH JOINT
PER E4/SG505
CORNER GEOMETRY
EACH END, TYP.
EMBEDDED REBAR
OC; LAP 14" WITH
#5 HORIZ @ 12"
W/ EPOXY ADHESIVE
12" MIN EMBEDMENT
#5 HORIZ @ 12" OC WITH
W/ EPOXY ADHESIVE
12" MIN EMBEDMENT
#4 VERT @ 6" OC WITH
#5 HORIZ @ 12" OC
NOTE:
1. NEW AND EXISTING RECESS ANCHORAGE FRAMES NOT SHOWN FOR CLARITY.
2. CORNER PROTECTION, WALL ARMORING PLATE, AND GRATING SEAT ANGLES
NOT SHOWN FOR CLARITY.
DRAIN PER A6/SG503
ELEVATION
PER SG503, NOT SHOWN
WALL CORNER ARMOR
E7
SG502
E4
SG502
F9
SG504
F1
SG503
F1
SG503
F3
SG504
F1
SG504
AND HOOK REQS.
E4/SG502 FOR EMBED
#5 @ 12" OC HORIZ; REF
MONOLITH JOINT
#5 HORIZ @ 12" OC
CURB ANGLE
REINSTALL
6" OC
#4 VERT @
12" OC
#5 HORIZ @
PLAN
1. TYPICAL FOR MONOLITH I-26.
2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,
CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN
FOR CLARITY.
NOTE: DRAIN PER A6/SG503
STRUCTURAL SHEET NOTES
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
IA
S
P C
S
N O
R T
H Z
O N
E -U
.S
S U
R V
E Y
F T
N
A D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
0 2' 4'1'0 2' 4'1'
2'0 1' 4' 2'0 1' 4'
MINIMUM CLEAR COVER OF 3 INCHES, UNLESS NOTED OTHERWISE.
EMBEDMENT OF 12 INCHES WITH EPOXY ADHESIVE AND SHALL HAVE A
THE REINFORCEMENT DOWELED INTO CONCRETE SHALL HAVE A MINIMUM 5.
SHALL BE FILLED WITH GROUT.
GROUT SHALL BE PLACED IN BETWEEN SHEAR KEY STIFFENERS. ALL VOIDS 4.
GROUT SHALL BE PLACED AND SLOPED TO DRAIN OUT OF RECESS.3.
SHALL BE COATED WITH A ZINC COATING.
THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE FRAME 2.
CONCRETE AND REINFORCING NOTES ARE LOCATED ON SHEET S-001.1.
R
E S
P O
N S
E T
O B
ID
D
E R
I N
Q U
IR
A P
R
1 1
E7
SG502
E4
SG502
F9
SG504
F1
SG504
F3
SG504
F3
SG504
F3
SG504
12:21:03 PM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
R S
G d
Y
P
T Y
P
TYP
1''
TYP
2 1/2''
EMBEDMENT
4''
/2
C L
R
1 1/2 ''
5''CLR
2"
3'-8''3'-8''3'-8''3'-8''
1'-0" MAX
HOLE, TYP.
SURFACE
AND CONCRETE
BTWN STEEL
BONDING AGENT
8 1/2"X11"X1/2"
STEEL PL
4"X4"X1/4"
STEEL HSS
SUPPORT BRACE
1/2" STEEL PL
EMBEDMENT
EPOXY ADHESIVE
W/ 4" MINIMUM
THREADED RODS
F 1554 GR. 36
1/2" STEEL CAP PL
BRACE
SUPPORT
BRACING PLATE
1/2" PL
STEEL PL 8 1/2"X11"X1/2"
CONCRETE SURFACE
BTWN STEEL AND
BONDING AGENT
BRACE
SUPPORT
CONCRETE
EXISTING
CUT LINE
CONCRETE
3/8"X3" STUD @ 12"
GALVANIZED (TYP)
FROM L2"X2"X1/4"
L2"X1 1/2"X1/4" CUT
1 1/4" RECESS GRATING
SECOND STAGE INFILL CONCRETE
WITH EPOXY ADHESIVE
6" MIN EMBEDMENT
HOOK @ 12" OC WITH
B
T W
IT
C
H E
E E
T
M
IS
C E
L L
A N
E O
U S
D E
T A
IL
S
S T
R U
C T
U R
A L
SG503
P
C E
H
O U
K N
U D
S
A6
DETAIL - SUPPORT BRACE
SCALE: 6"=1'-0"
C6
C8
SCALE: 3"=1'-0"
F1
F4
DETAIL - MITER GATE ANCHORAGE RECESS FRAMES SECTION - WALL BRACING
SECTION - SUPPORT BRACE ENDTO BRACING PLATE
DETAIL - SPLICEDETAIL - TYPICAL NEW SEAT ANGLE
A N
S
T T
E N
B U
R G
C K
D
A M
S
IS
S
IP
P I
R
IV
A N
C H
O R
A G
E R
E P
L A
C E
M E
E S
B
R C
H
P
A U
L
M
IN
N E
S O
T A
-1
T H
S T
E A
S T
S
T E
P
A U
L D
IS
T
R
T R
A T
E C
H .C
L L
E V
U E
W
A
T
H A
V E
N
E
S U
IT
E
T R
A T
E
DETAIL - SUPPORT BRACE
SCALE: 6" = 1'-0"
E6
-B U
IL
T
N O
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
F L
O W
WALL ARMOR
EXISTING
LOCK WALL
FACE OF
PER A6/SG503
PVC DRAIN PIPE, TYP
FRAME
AT RECESS ANCHORAGE
WALL SUPPORT BRACE, TYP
SEE NOTE 8
11''
1/4
/2
PJP
3/16
TYP
3/16
G
A6
SG503
D9
SG504
F9
SG504
E4
SG505
D5
SG504
F4
SG503
F4
SG503
C8
SG503
C6
SG503
F1
SG503
EXISTING CURB ANGLE
MONOLITH JOINT
EXTENDS TO THE
WHERE EXCAVATION
AT MONOLITH I-26,
BRACE REQUIRED
ADDITIONAL SUPPORT
EXCAVATION
AT BASE OF ANCHOR
PVC DRAIN PIPE, TYP.
TYP
0 2' 4'1'0 2' 4'1'
0 1" 2"1/2"0 1" 2"1/2"
0 1" 2"1/2"
0 1" 2"1/2"6"0 3" 1'
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
IA
S
P C
S
N O
R T
H Z
O N
E -U
.S
S U
R V
E Y
F T
N
A D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
G
2. TYPICAL FOR SEAT ANGLES AND AT EXISTING CURB ANGLE.
1. TYPICAL FOR EDGE PROTECTION.
NOTE:
WORKS FABRICATIONS.
WALL ARMORING PLATE BELOW. SEE SPECIFICATION SECTION 05 50 15 CIVIL 8.
MINIMUM CLEAR COVER OF 3 INCHES, UNLESS NOTED OTHERWISE.
EMBEDMENT OF 12 INCHES WITH EPOXY ADHESIVE AND SHALL HAVE A
7. THE REINFORCEMENT DOWELED INTO CONCRETE SHALL HAVE A MINIMUM
TO VERIFY.
6. LENGTH OF REPLACEMENT SEAT ANGLES ARE APPROXIMATE. CONTRACTOR
MONOLITH L-23 AND I-26 ONLY.
5. SUPPORT BRACES SHALL BE ON RECESS ANCHORAGE. RECESSES ON
4. REMAINING PORTION OF EXISTING ANCHORAGE NOT SHOWN FOR CLARITY.
AND HOT DIPPED GALVANIZED.
3. RECESS SEAT ANGLE STEEL AND SUPPORT BRACE STEEL SHALL BE ASTM A36
LONG. PROVIDE 1/4" (TYP.) CLEARANCE BETWEEN GRATING PANELS.
2. A SINGLE RECESS GRATING PANEL SHALL NOT BE MORE THAN (5) FEET
1-1/4" X 1/8" AND SPACING OF 1-3/16.
GALVANIZED RECESS GRATING PANELS SHALL HAVE A BEARING BAR SIZE OF
1. THE RECESS GRATING SHALL BE HOT DIPPED GALVANIZED STEEL. THE
STRUCTURAL SHEET NOTES
A P
R
R
E S
P O
N S
E T
O B
ID
D
E R
I N
Q U
IR
E6
SG503
SG503
12:22:08 PM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
R S
G d
DETAIL - EDGE PROTECTION
9 3/4 ''
1'-4 1/8 ''
8''
3'' 1/4 ''
3/4 ''
3''
R
LENGTH
6'' 6''EQUALLY SPACED @ 1'-6" MAX CTRS
/4
3'
3'
L
1/2 ''
1/2 ''
1''
L
JOINT
1''
3/8 ''
1/4
1/4
VERT
TOS/TOC
BAR 2X3/8"X1-10 1/8"
BAR 2X3/8"X1-3 3/4"
3/4" BENT PL
STAGGERED, TYP
3/8" ANCHOR STRAPS
SEALANT
1/2" X 1" JOINT
BACKER ROD
1" JOINT FILLER
OR CHAMFER
1/4" RADIUS
SEALANT
1/2" X 1" JOINT
CONCRETE
EXISTING
CONCRETE
CIP
FILLER
1" JOINT
BACKER ROD
LOCK FACE
EXCAVATION
CONCRETE
EDGE OF
SEAT PER F1/SG503
GRATING ANGLE
EMBEDDED
L 2-1/2X1-1/4X1/4" LLH
ANGLE
TRENCH LID SUPPORT
EXISTING ELECTRICAL
LLH
L 2-1/2X1-1/4X1/4"
EXCAVATION
OF ANCHORAGE
VERTICAL FACE
NOT SHOWN FOR CLARITY
BEYOND PER F1/SG503; GRATING
EMBEDDED GRATING SEAT ANGLE
TRENCH
ELECTRICAL
EDGE OF
ANGLE
TRENCH LID SUPPORT
EXISTING ELECTRICAL
B
T W
IT
C
H E
E E
T
M
IS
C E
L L
A N
E O
U S
D E
T A
IL
S
S T
R U
C T
U R
A L
SG504
P
C E
H
O U
K N
U D
S
TYP MONOLITH JOINT
DETAIL - TYP. JOINT
S
T T
E N
B U
R G
C K
D
A M
S
IS
S
IP
P I
R
IV
A N
C H
O R
A G
E R
E P
L A
C E
M E
E S
B
R C
H
P
A U
L
M
IN
N E
S O
T A
-1
T H
S T
E A
S T
S
T E
P
A U
L D
IS
T
R
T R
A T
E C
H .C
L L
E V
U E
W
A
T
H A
V E
N
E
S U
IT
E
T R
A T
E
DETAIL - EDGE PROTECTION
SCALE: 1 1/2"=1'-0"
DETAIL - ROLLED CURB EMBED
F9
DETAIL - CURB TO SEAT ANGLE
D9
D5
B7
SCALE: 3" = 1'-0"
PLAN
B9
SCALE: 3" = 1'-0"
-B U
IL
T
N O
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
1/4"
TYP
SECTION
ELEVATION
C MONOLITH JOINT
CSYMM. ABT. MONOLITH JOINT
NOTE:
1. REMOVE EXISTING 3/8" BAR STRAP AND RIVET ATTACHED
TO EXISTING ANGLE AT DETAIL CALL-OUT LOCATION.
HEADED STUD
L4"X3"X1/2" CURB
EXISTING
TYP
3/16
1. REMOVE EXISTING 3/8" BAR STRAP AND RIVET ATTACHED
TO EXISTING ANGLE AT DETAIL CALL-OUT LOCATION.
CURB ROLLED TO RADIUS
EXISTING L4"X3"X1/2",
OF L2X1-1/2X1/4
COPE VERTICAL LEG
L2X1-1/2X1/4, LLH
STEEL SUPPORT PL
TYP
3/16
3/16
6"0 3" 1' 6"0 3" 1'
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
IA
S
P C
S
N O
R T
H Z
O N
E -U
.S
S U
R V
E Y
F T
N
A D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
1' 2'0 6"
0 2" 4"1"
0 2" 4"1"
0 4" 8"2" 0 4" 8"2"
MONOLITH JOINT AT LOCK FACE
TYPICAL VERTICAL
TYPICAL MONOLITH JOINT
A P
R
R
E S
P O
N S
E T
O B
ID
D
E R
I N
Q U
IR
B9
12:40:53 PM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
R S
G d
10'-11''
4''
3'-2''
5 SPA @ 4"
3 1/2 ''
R
3 1/2 ''
3'-8''
10'-1''
'-8
R
11''R
7''
R
'-8
R
T Y
P
11''R
T Y
P
3'-2''
3 1/2 ''5 SPA @ 4"
TYP
7''
1'-2''
10'-11''
7'-9''3'-2''
3''3 SPA @ 1'-0"1'-0''2 SPA @ 1'-6"3'-8''
EQEQ
EQEQ
3 7/8 ''R
/2
/2
B
T W
IT
C
H E
IT
E R
A N
C H
O R
A G
E F
R A
M E
A S
S E
M B
L Y
S T
R U
C T
U R
A L
SG506
P
C E
H
O U
K N
U D
S
DETAIL - NEW MITER ANCHORAGE FRAME PLAN
A1
SCALE: 3/4" = 1'-0"
DETAIL - NEW MITER ANCHORAGE FRAME ELEVATION
D1
A N
S
T T
E N
B U
R G
C K
D
A M
S
IS
S
IP
P I
R
IV
A N
C H
O R
A G
E R
E P
L A
C E
M E
E S
B
R C
H
P
A U
L
M
IN
N E
S O
T A
-1
T H
S T
E A
S T
S
T E
P
A U
L D
IS
T
R
T R
A T
E C
H .C
L L
E V
U E
W
A
T
H A
V E
N
E
S U
IT
E
T R
A T
E
NOTE 11
SEE
± 1/16"
5"
± 1/16"
5"
± 1/16"
9"
0 + 1/8"
3'-2"
CONTROL DIMENSIONS
A S
-B U
IL
T
N O
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
OF PIN & HOLE
FLANGE
1 3/4" BOTTOM
OF MITER ANCHORAGE FRAME
CL
CL
= 1'-8"
2" PIN PLATE
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
PLAN
NUMBER, SEE NOTE 6
SHEAR KEY IDENTIFICATION
SEE NOTE 6
IDENTIFICATION NUMBER,
ANCHORAGE FRAME
SG507 FOR DETAILS)
SHEAR KEY (SEE SHT
FLANGE
1 3/4" TOP
PLACES ONLY, TYP
TAPPED HOLE, 2
Ø.75 1.25
= 1'-8"
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
TOP PIN PLATEBOTTOM PIN PLATE
3 1/2 ''
R
2" PIN PLATE
SHEAR KEY
OF PIN & HOLECL
IN PLATE, TYP, 4 TOTAL
DRILLED AND TAPPED
2 3 4
PIN PLATE
CONNECTION, 16 TOTAL.
AND ASTM F436 FLAT WASHERS. SLIP CRITICAL
BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS
1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490
CONNECTION, 12 TOTAL.
AND ASTM F436 FLAT WASHERS. SLIP CRITICAL
BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS
1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490
SEE DETAIL D7/SG507
5" SPACER PLATE,
RODS, 8 TOTAL
RODS, 6 TOTAL
2'0 1' 4'
2'0 1' 4'
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
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IN
A T
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T E
M
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O N
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D F
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G E
O
ID
1 *
D
IM
E N S
IO
N
F R
A M
E
2 3 4 5* *
*SEE NOTE 13
STRUCTURAL SHEET NOTES
1 2
SURFACES PRIOR TO TENSIONING THE BOLTS.
.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING
INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN
ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED
PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.
ALL ANCHOR FRAME STEEL IS FCM.12.
REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.
, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.
AND HEIGHT IS +/- 1/16 INCH.
OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.
BRIDGES.
IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND
BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED
FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.
DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.
ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.
IS APPLIED, LETTERING IS VISIBLE.
ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING
MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER
WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A
CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE
ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.
IMPACT ZONE 3, UNLESS OTHERWISE NOTED.
ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.
PIN PLATES SHALL BE ASTM A709 GRADE HPS 50WF, IMPACT ZONE 3.4.
FOR MITER ANCHOR ROD INSTALLATION SEE SHEET SG508.3.
FOR MITER ANCHORAGE FRAME DETAILS SEE SHEET SG507.2.
SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.
FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.
R
E S
P O
N S
E T
O B
ID
D
E R
I N
Q U
IR
A P
R
SG507
12:41:26 PM4/7/2021MELINDA.KNUDSON
L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG509---.dgn
E N
A M
E
L D
A
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G d
3'-2''
5 SPA @ 4"
3 1/2 ''
R
3 1/2 ''
11''R
9'-5''
10''
3'-8''
8'-7''
'-8
R
7''
R
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'-8
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SG509
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DETAIL - NEW RECESS ANCHORAGE FRAME PLAN
D1
SCALE: 3/4" = 1'-0"
DETAIL - NEW RECESS ANCHORAGE FRAME ELEVATION
A N
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NOTE 11
SEE
± 1/16"
5"
± 1/16"
5"
± 1/16"
9"
0 + 1/8"
3'-2"
CONTROL DIMENSIONS
A S
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N B
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IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R S
= 1'-8"
2" PIN PLATE
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
FLANGE
1 3/4" BOTTOM
OF RECESS ANCHORAGE FRAMECL
OF PIN & HOLECL
PLAN
NOTE 6
NUMBER, SEE
IDENTIFICATION
SHEAR KEY
SG510 FOR DETAILS)
SHEAR KEY (SEE SHT
SEE NOTE 6
IDENTIFICATION NUMBER,
ANCHORAGE FRAME
FLANGE
1 3/4" TOP
PLACES ONLY, TYP
TAPPED HOLE, 2
Ø.75 1.25
2" PIN PLATE
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
TOP PIN PLATEBOTTOM PIN PLATE
= 1'-8"
R3 1/2 ''
SHEAR KEY
OF PIN & HOLECL
IN PLATE, TYP, 4 TOTAL
DRILLED AND TAPPED
2 3 4
PIN PLATE CONNECTION, 16 TOTAL.
AND ASTM F436 FLAT WASHERS. SLIP CRITICAL
BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS
1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490
SEE DETAIL D7/SG510
5" SPACER PLATE,
RODS, 4 TOTAL RODS, 6 TOTAL
CONNECTION, 12 TOTAL.
AND ASTM F436 FLAT WASHERS. SLIP CRITICAL
BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS
1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490
3 7/8 ''R
2'0 1' 4'
2'0 1' 4'
N A
V D
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
IA
S
P C
S
N O
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S U
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F T
N
A D
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D
IN
A T
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T E
M
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IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
1 *
D
IM
E N S
IO
N
F R
A M
E
2 3 4 5* *
*SEE NOTE 13
STRUCTURAL SHEET NOTES
1 2
SURFACES PRIOR TO TENSIONING THE BOLTS.
.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING
INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN
ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED
PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.
ALL ANCHOR FRAME STEEL IS FCM.12.
REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.
, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.
AND HEIGHT IS +/- 1/16 INCH.
OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.
BRIDGES.
IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND
BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED
FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.
DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.
ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.
IS APPLIED, LETTERING IS VISIBLE.
ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING
MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER
WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A
CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE
ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.
IMPACT ZONE 3, UNLESS OTHERWISE NOTED.
ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.
PIN PLATES SHALL BE ASTM A709 GRADE HPS 50WF, IMPACT ZONE 3.4.
FOR RECESS ANCHOR ROD INSTALLATION SEE SHEET SG511.3.
FOR RECESS ANCHORAGE FRAME DETAILS SEE SHEET SG510.2.
SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.
FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.
R
E S
P O
N S
E T
O B
ID
D
E R
I N
Q U
IR
A P
R
SG510
| New Folder |
| LD10AR_SD101--- |
| LD10AR_SD102--- |
| LD10AR_SD502--- |
| LD10AR_SD503--- |
| LD10AR_SG502--- |
| LD10AR_SG503--- |
| LD10AR_SG504--- |
File details come from the government source that posted it. Updated .