LD5A Amendment 0003 - HALFSIZE.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 an Invitation for Bid for the removal, fabrication, and replacement of miter gate anchorages at Lock and Dam 5A near Fountain City, Wisconsin, Lock and Dam 8 near Genoa, Wisconsin, and Lock and Dam 10 near Guttenburg, Iowa. Bidders may bid on one, two, or all three locations, with each awarded separately. The estimated value of each location is between $1 million and $5 million, for a combined total over $10 million. The NAICS code is 237990. The contract will be a firm fixed-price contract awarded to a small business. Bidders must register in the System for Award Management and have representations and certifications completed prior to award. The solicitation closes on the date specified on Contract Opportunities.
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Text version
11:22:31 AM4/7/2021MELINDA.KNUDSON
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DEMOLITION PLAN - GATE 2
A1
SCALE: 3/8" = 1'-0"
BELOW, TYP.
EXISTING CULVERT
EXISTING VALVE PIT
EXISTING LIGHT STANDARD
(SEE SHEET SG513)
(CONTROL POINT B)
RECESS ANCHORAGE PIN
FACE OF LOCK WALL
RECESS
LADDER
EXISTING
EXISTING PULL BOX
EXISTING BULKHEAD SLOT
CL
CL
CL
CL
CHECK POST
REMOVE EXISTING
EXISTING MACHINERY PIT
F L
O W
DRAIN
EXISTING
SG514 (TOP LINE HOOK ONLY).
RETAIN FOR REUSE. SEE SHEET
REMOVE EXISTING LINE HOOK AND
EXISTING CURB ANGLE
DO NOT DEMOLISH
AND ANCHORAGE PIN
RECESS ANCHORAGE
ANCHORAGE
EXISTING RECESS
SEE SHEET SD502
CONCRETE DEMOLITION LIMITS
ANCHORAGE PIN
MITER ANCHORAGE AND
LIMITS SEE SHEET SD501
CONCRETE DEMOLITION
ANCHORAGE
EXISTING MITER
(SEE SHEET SG513)
(CONTROL POINT 2)
MITER ANCHORAGE PIN
CL
CL
GATE RECESS
EXISTING
EXISTING DRAIN
(SEE SHEET SG513)
(CONTROL POINTS 1 AND A)
PINTLE AND GUDGEON PINCL
MONOLITH L-5 AND MONOLITH L-6
MONOLITH L-6
MONOLITH L-5
LIMITS FOR LINE HOOK
CONCRETE DEMOLITION
MONOLITH JOINT
SEE NOTE 7
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VIEW ROTATED 41.39°
NOTE:
4'0 2' 8'
N
STRUCTURAL SHEET NOTES
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.
VERIFY DIMENSIONS AND VERIFY EMBEDMENT.
SHOWN ON SHEET SD501, SD502 AND SD504. CONTRACTOR SHALL FIELD
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
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SD301
A1
SD502
A1
SD501
A6
SD301
SD504
11:22:55 AM4/7/2021MELINDA.KNUDSON
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DEMOLITION PLAN - GATE 4
SCALE: 3/8" = 1'-0"
(SEE SHEET SG513)
(CONTROL POINT 2)
MITER ANCHORAGE PIN
TRENCH, TYP.
EXISTING ELECTRICAL
FACE OF LOCK WALL
(SEE SHEET SG513)
(CONTROL POINT B)
RECESS ANCHORAGE PIN
CHECK POST
REMOVE EXISTING
EXISTING LADDER RECESS
STATION MANHOLE
EXISTING CONTROL
EXISTING CHECK POST
RECESS
EXISTING LADDER
BELOW, TYP.
EXISTING CULVERT
CL
CL
CL
CL
CONTROL STAND
EXISTING
OPENING BELOW
EXISTING MANHOLE
MACHINERY PIT
EXISTING
F L
O W
EXISTING LINE HOOK
EXISTING LINE HOOK
DRAIN
EXISTING
AND ANCHORAGE PIN
RECESS ANCHORAGE
ANCHORAGE
EXISTING RECESS
LIMITS SEE SHEET SD503
CONCRETE DEMOLITION
LIMITS SEE SHEET SD501
CONCRETE DEMOLITION
AND ANCHORAGE PIN
MITER ANCHORAGE
ANCHORAGE
EXISTING MITER
GATE RECESS
EXISTING
CL
CL
MONOLITH I-5
(SEE SHEET SG513)
(CONTROL POINTS 1 AND A)
PINTLE AND GUDGEON PINCL
OPP
EXISTING DRAIN
GATE RECESS
AUXILIARY
EXISTING
EXISTING CURB ANGLE
DO NOT DEMOLISH
SEE NOTE 6
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.9
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O
ID
STRUCTURAL SHEET NOTES
VIEW ROTATED 41.39°
NOTE:
4'0 2' 8'
N
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.
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SD503
A6
SD302
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SD302
SD501
11:23:43 AM4/7/2021MELINDA.KNUDSON
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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
1'-4"3'-0"
5"
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FACE OF LADDER RECESS
EXCAVATE TO EXISTING VERTICAL
4'-9"
/4
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SCALE: 3/4" = 1'-0"
DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION
A1
SCALE: 3/4" = 1'-0"
DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN
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SECTION
SCALE: 1/2" = 1'-0"
E5
SECTION
E8
LOCK WALL
FACE OF
ANCHORAGE
EXISTING RECESS LOCK WALL
FACE OF
ANCHORAGE
EXISTING RECESS
2. TYPICAL FOR MONOLITH L-5.
1. VIEW ROTATED 41.39°.
NOTE:
1. TYPICAL FOR MONOLITH L-5.
NOTE:
N A
V D
E L
E V
A T
IO
N
D A
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M
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.9
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N
2'0 1' 4' 2'0 1' 4'
0 2' 4'1' 0 2' 4'1'
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.
AND INSTALLATION FOR COMPLETE SEQUENCE INFORMATION.
SEE SPECIFICATION SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL 4.
FRAME SHALL BE COATED WITH A ZINC COATING.
METHOD. THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE
CONCRETE DEMOLITION ELEVATION USING FLAME CUTTING OR OTHER
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.
STRUCTURAL SHEET NOTES
R E
S P
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US Army Corps
U .S
A
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IN
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A5
SD502
ANCHORAGECL
LIMITS OF EXCAVATION
CL
TOC
LIMITS OF EXCAVATION
ANCHORAGECL
TOC
CL
F L
O W
CL
FACE OF WALL
CHECK POST
REMOVE EXISTING
ANCHORAGE BAR
RECESS
RECESS
LADDER
EXISTING
(CONTROL POINT B)
PIN ANCHORAGECL
ANCHORAGE
EXISTING RECESS
(MONOLITH L-5 ONLY)
(TOP LINE HOOK ONLY)
SEE SHEET SG514
RETAIN FOR REUSE.
LINE HOOK AND
REMOVE EXISTING
EXISTING CURB ANGLE
DO NOT DEMOLISH
FABRICATION.
05 50 15 CIVIL WORKS
SPECIFICATION SECTION
MATCH EXISTING. SEE
PLATE AND REPLACE TO
REMOVE WALL ARMORING
E5
SD502
E8
SD502
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
(PORTION TO REMAIN)
EXISTING RECESS ANCHORAGE
TOC
DEMOLITION ELEVATION
FLUSH WITH CONCRETE
TRIM EXISTING ANCHORAGE
BAR RECESS
EXISTING ANCHOR
CHECK POST
REMOVE EXISTING
RECESS
LADDER
EXISTING
SEE NOTES
CONCRETE DEMOLITION
CLANCHORAGE PIN
(MONOLITH L-5 ONLY, SEE SHEET SG514)
REMOVE EXISTING LINE HOOK AND RETAIN FOR REUSE.
HOOK
LINE
EXISTING
(SEE SG513)
CONTROL POINT B
CL RECESS ANCHORAGE
BAR (SEE SHEET SG513)
11:24:35 AM4/7/2021MELINDA.KNUDSON
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4'-9''5'-0''5''
1'-4" 3'-0"
5"
3'-9"
6''1'-0''
4'-9''
B
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DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION
A1
SCALE: 3/4" = 1'-0"
DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN
A N
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IN
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2. TYPICAL FOR MONOLITH I-5.
1. VIEW ROTATED 41.39°.
NOTE:
1. TYPICAL FOR MONOLITH I-5.
NOTE:
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
M N
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N A
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IN
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IZ
O N
T A
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O N
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O L
C O
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IN
E
D F
A C
T O
R
C F
.9
G E
O
ID
N
2'0 1' 4' 2'0 1' 4'
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.
AND INSTALLATION FOR COMPLETE SEQUENCE INFORMATION.
SEE SPECIFICATION SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL 4.
FRAME SHALL BE COATED WITH A ZINC COATING.
METHOD. THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE
CONCRETE DEMOLITION ELEVATION USING FLAME CUTTING OR OTHER
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.
STRUCTURAL SHEET NOTES
R E
S P
O N
S E
T O
B
ID
D E
R I
N Q
U
IR
A
P R
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S
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D A
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B
C
D
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F
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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
TOC
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
CL RECESS ANCHORAGE
BAR (SEE SHEET SG513)
(PORTION TO REMAIN)
EXISTING RECESS ANCHORAGE
CLANCHORAGE PIN
CHECK POST
REMOVE EXISTING
RECESS
LADDER
EXISTING
LINE HOOK
EXISTING
SEE NOTES
DEMOLITION
CONCRETE
BAR RECESS
EXISTING ANCHOR
DEMOLITION ELEVATION
FLUSH WITH CONCRETE
TRIM EXISTING ANCHORAGE
(SEE SG513)
CONTROL POINT B
F L
O W
CL
FACE OF WALL
CHECK POST
REMOVE EXISTING
ANCHORAGE BAR
RECESS
RECESS
LADDER
EXISTING
(CONTROL POINT B)
PIN ANCHORAGECL
ANCHORAGE
EXISTING RECESS
EXISTING CURB ANGLE
DO NOT DEMOLISH
OPP
OPP
LINE HOOK
EXISTING
FABRICATION.
05 50 15 CIVIL WORKS
SPECIFICATION SECTION
MATCH EXISTING. SEE
PLATE AND REPLACE TO
REMOVE WALL ARMORING
E5
SD502
E8
SD502
SD503
11:25:39 AM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
A R
S
G d
4'-9''
T Y
P
C
L R
5'' 5''
4'-9''
T Y
P
C
L R
5''
2 1/2"
2''
M A
X
2 1/2 ''
5''
M A
X
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
F1/SG503, TYP.
ANGLE PER
TYP.
W/ EPOXY ADHESIVE,
WITH 12" MIN EMBED
#5 HORIZ @ 12" OC
LADDER ACCESS
LOCK WALL W/IN
VERTICAL FACE OF
TYP.
CONCRETE,
NEW CIP
NON-SHRINK GROUT
GROUT POUR
SECOND STAGE
GROUT POUR
FIRST STAGE
TYP UNO
W/ EPOXY ADHESIVE,
WITH 12" MIN EMBED
#5 HORIZ @ 12" OC
A1/SG501
EMBED PER
OC, LAP AND
#5 HORIZ @ 12"
GROUT POUR
SECOND STAGE
GROUT, VARIES
TOP OF NON-SHRINK
TYP.
CONCRETE,
EXISTING
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
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
SECTION - RECESS ANCHOR
E1
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
DETAIL - REINFORCEMENT AT RECESS ANCHORAGE
A6
DETAIL - REINFORCEMENT AT RECESS ANCHORAGE W/ LADDER
SCALE: 1/2" = 1'-0"
A N
S
U N
T A
IN
C
IT
Y
C K
D
A M
S
IS
S
IP
P I
R
IV
A
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
E4
SCALE: 3/4" = 1'-0"
E7
-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
TOC
F1
SG503
AND HOOK REQS.
E4/SG502 FOR EMBED
#5 @ 12" OC HORIZ; REF
6" OC
#4 VERT @
#5 HORIZ @ 12" OC
12" OC
#5 HORIZ @
CURB ANGLE
REINSTALL
PLANNOTE:
1. MIRROR FOR MONOLITH L-5.
2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,
CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN
FOR CLARITY.
3. FOR ADDITIONAL LADDER RECESS DETAILS SEE SHEET SG504.
LAP AND EMBED PER A1/SG501
TO BOTTOM OF EXCAVATION,
#5 HORIZ @ 12" OC VERTICALLY
ADHESIVE, TYP UNO
MIN EMBED W/ EPOXY
BACK OF RECESS WITH 12"
#5 HORIZ @ 12" OC ALONG
EXCAVATE TO EXISTING VERTICAL
FACE OF LADDER RECESS
D7/SG504, NOT SHOWN
AT LADDER RECESS PER
VERTICAL WALL ARMOR
LADDER
RECESS
SIM
DRAIN PER A6/SG503
E7
SG502
E4
SG502
F9
SG504
E4
SG502
#5 HORIZ @ 12" OC
REFER TO ELEVATION VIEW
HOOK BARS WHERE APPLICABLE;
REINFORCEMENT
PRIMARY
PARAPET WALL
AND HOOK REQS.
E4/SG502 FOR EMBED
#5 @ 12" OC HORIZ; REF
#5 HORIZ @ 12" OC
CURB ANGLE
REINSTALL
6" OC
#4 VERT @
12" OC
#5 HORIZ @
PLAN
1. TYPICAL FOR MONOLITH I-5.
2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,
CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN
FOR CLARITY.
3. FOR ADDITIONAL LADDER RECESS DETAILS SEE SHEET SG504.
NOTE:
5'-0''
LADDER
RECESS
D7/SG504, NOT SHOWN
AT LADDER RECESS PER
VERTICAL WALL ARMOR
DRAIN PER A6/SG503
TOC
SIM
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
DRAIN PER A6/SG503
ELEVATION
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.
WALL PRIMARY HORIZ REINF
LAP MIN 18" WITH PARAPET
W/ EPOXY ADHESIVE, TYP;
12" MIN EMBEDMENT
#5 HORIZ @ 12" OC WITH
#5 HORIZ @ 12" OC
D7/SG504, NOT SHOWN
AT LADDER RECESS PER
VERTICAL WALL ARMOR
PER SG503, NOT SHOWN
WALL CORNER ARMOR
DEPTH PER A1/SG504
MATCH NEW POUR LADDER RECESS
W/ IN UPPER RECESS OF LADDER TO
SECOND STAGE CONCRETE POUR
W/ EPOXY ADHESIVE
12" MIN EMBEDMENT
#4 VERT @ 6" 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.
PER E4/SG505
CORNER GEOMETRY
W/ EPOXY ADHESIVE, TYP.
12" MIN EMBEDMENT
#5 HORIZ @ 12" OC WITH
EACH END, TYP.
EMBEDDED REBAR
OC; LAP 14" WITH
#5 HORIZ @ 12"
PRIMARY VERT REINF.
AROUND PARAPET WALL
HORIZ BARS, HOOK BAR
SHEAR KEY CONFLICTS WITH
WHERE ANCHORAGE FRAME
DRAIN PER A6/SG503
ELEVATION
WALL PRIMARY HORIZ REINF
TYP; LAP MIN 18" WITH PARAPET
EMBEDMENT W/ EPOXY ADHESIVE,
#5 HORIZ @ 12" OC WITH 12" MIN
#5 HORIZ @ 12" OC
D7/SG504, NOT SHOWN
AT LADDER RECESS PER
VERTICAL WALL ARMOR
PER SG503, NOT SHOWN
WALL CORNER ARMOR
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
M N
S P
C S
S
O U
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'
STRUCTURAL SHEET NOTES
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.
A
P R
R E
S P
O N
S E
T O
B
ID
D E
R I
N Q
U
IR
1 1
1 1
E4
SG502
E7
SG502
E1
SG502
F9
SG504
F1
SG503
F1
SG503
F1
SG503
11:27:01 AM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
A R
S
G d
TYP
1''
T Y
P
T Y
P
TYP
2 1/2"
EMBEDMENT
4''
/2
C L
R
1 1/2 ''
5''CLR
2"
3'-8''3'-8''3'-8''
1'-6"
5'-2" (AT MONOLITH L-5)
3'-8" (AT MONOLITH I-5)
SURFACE
AND CONCRETE
BTWN STEEL
BONDING AGENT
HOLE, TYP.
4"X4"X1/4"
STEEL HSS
SUPPORT BRACE
8 1/2"X11"X1/2"
STEEL PL
EMBEDMENT
EPOXY ADHESIVE
W/ 4" MINIMUM
THREADED RODS
F 1554 GR. 36
1/2" STEEL PL
1/2" STEEL CAP PL
BRACE
SUPPORT
BRACING PLATE
STEEL PL 8 1/2"X11"X1/2"
CONCRETE SURFACE
BTWN STEEL AND
BONDING AGENT
BRACE
SUPPORT
1/2" PL
GALVANIZED (TYP)
FROM L2"X2"X1/4"
L2"X1 1/2"X1/4" CUT
CONCRETE
EXISTING
CUT LINE
CONCRETE
WITH EPOXY ADHESIVE
6" MIN EMBEDMENT
HOOK @ 12" OC WITH
3/8"X3" STUD @ 12"
1 1/4" RECESS GRATING
SECOND STAGE INFILL CONCRETE
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"
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
U N
T A
IN
C
IT
Y
C K
D
A M
S
IS
S
IP
P I
R
IV
A
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
LOCK WALL
FACE OF
FRAME
AT RECESS ANCHORAGE
WALL SUPPORT BRACE, TYP
PER A6/SG503
PVC DRAIN PIPE, TYP
F L
O W
WALL ARMOR
EXISTING
CORNER CAP
EXISTING
BLW
PER D1/ SG504
CONNECTION
LADDER RUNG
SEE NOTE 8
1/4
11''
/2
PJP
3/16
TYP
3/16
G
A6
SG503
F9
SG504
D9
SG504
D5
SG504
E4
SG505
F4
SG503
F4
SG503
C7
SG505
D7
SG504
C8
SG503
F1
SG503
C6
SG503
EXCAVATION
AT BASE OF ANCHOR
PVC DRAIN PIPE, TYP.
EXISTING CURB ANGLE
TYP
RECESS
FACE OF LADDER
EXTENDS TO THE
WHERE EXCAVATION
AT MONOLITH L-5,
BRACE REQUIRED
ADDITIONAL SUPPORT
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
M N
S P
C S
S
O U
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. FOR VARIATIONS AROUND EXISTING LADDER RECESSES, REFER TO SHEET SG504
NOTE:
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-5 AND I-5 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
12:38:23 PM4/7/2021MELINDA.KNUDSON
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E N
A M
E
L D
A
A R
S
G d
10'-11''
4''
3'-2''
5 SPA @ 4" 3 1/2 ''
3'-8''
10'-1''
'-8
R
11''R
7''
R
T Y
P
3 1/2 ''
R
3'-2''
5 SPA @ 4" 3 1/2 ''
'-8
R
11''R
T Y
P
1'-2''
TYP
7''
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
U N
T A
IN
C
IT
Y
C K
D
A M
S
IS
S
IP
P I
R
IV
A
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" TOP
SG507 FOR DETAILS)
SHEAR KEY (SEE SHT
FLANGE
1 3/4" BOTTOM
OF MITER ANCHORAGE FRAME
CL
CL
= 1'-8"
2" PIN PLATE
BOTTOM PIN PLATE
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
PLACES ONLY, TYP
TAPPED HOLE, 2
Ø.75 1.25
PLAN
SEE NOTE 6
IDENTIFICATION NUMBER,
ANCHORAGE FRAME
NUMBER, SEE NOTE 6
SHEAR KEY IDENTIFICATION
= 1'-8"
(12) 1 1/2" Ø HOLES
OF PIN & HOLECL
TOP PIN PLATE
3 1/2 ''
R
2" PIN PLATE
PIN PLATE
IN PLATE, TYP, 4 TOTAL
DRILLED AND TAPPED
SHEAR KEY
OF PIN & HOLECL
RODS, 8 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
2 3 4
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/SG507
5" SPACER PLATE,
STRUCTURAL SHEET NOTES
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
M N
S P
C S
S
O U
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
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*SEE NOTE 13
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
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ID
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SG507
12:38:39 PM4/7/2021MELINDA.KNUDSON
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DETAIL - NEW RECESS ANCHORAGE FRAME ELEVATION
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CONTROL DIMENSIONS
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NUMBER, SEE
IDENTIFICATION
SHEAR KEY
SEE NOTE 6
IDENTIFICATION NUMBER,
ANCHORAGE FRAME
SG510 FOR DETAILS)
SHEAR KEY (SEE SHT
FLANGE
1 3/4" TOP
PLACES ONLY, TYP
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IN PLATE, TYP, 4 TOTAL
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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
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
R3 7/8 ''
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2'0 1' 4'
1 *
D
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E N S
IO
N
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A M
E
2 3 4 5* *
*SEE NOTE 13
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.
STRUCTURAL SHEET NOTES
1 2
R
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P O
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ID
D
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SG510
| New Folder |
| LD5AAR_SD101--- |
| LD5AAR_SD102--- |
| LD5AAR_SD502--- |
| LD5AAR_SD503--- |
| LD5AAR_SG502--- |
| LD5AAR_SG503--- |
File details come from the government source that posted it. Updated .