AMEND_0002_DRAWINGS.pdf
PDF 2 MB Posted
- Attached to
- Cedar Rapids 16th Avenue Floodgate FRM Federal contract opportunity
- Solicitation number
- W912EK19B0004
About this file
Amendment 0002 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_-_Bid_Summary_Sheet.pdf | ||
| W912EK19B0004_Amendment_0005.pdf | ||
| AMEND_0004.pdf | ||
| AMEND_0003_DRAWING.pdf | ||
| W912EK19B0004_AMEND_0003.pdf | ||
| W912EK19B0004_Amend_0002.pdf | ||
| W912EK19B0004_Amend_0001.pdf | ||
| 16th_Ave_Roller_Gate_Pre-Bid_Notes.pdf | ||
| Cedar_Rapids_16th_Ave_Site_Visit_Attendee_List.pdf | ||
| W912EK19B0004.pdf | ||
| W912EK19B0004_Drawings.pdf |
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Text version
SHT NO.
G-001
G-101
G-102
G-103
G-104
B-101
C-101
C-102
C-103
C-104
C-105
CR-100
CR-200
CR-201
CR-202
CR-203
CR-204
CR-205
CR-206
CR-400
CR-500
CR-501
CR-600
CR-601
CR-700
CR-701
CR-702
CR-800
CR-801
CR-802
CR-900
CR-901
CR-1000
CR-1001
CR-1002
CR-1100
CR-1101
CR-1102
CR-1103
CR-1200
CR-1201
CR-1202
CR-1300
CR-1301
CR-1302
Index of Sheets
DESCRIPTION
COVER SHEET
COVER PAGE VICINITY MAP AND LOCATION MAP
INDEX OF SHEETS
GENERAL NOTES AND SYMBOLS
GENERAL ABBREVIATIONS
BORING PLAN AND LOGS
DEMOLITION PLAN
DEMOLITION DETAILS
SITE GRADING PLAN
SITE GRADING SECTIONS
FLOODWALL MONOLITH PLAN AND PROFILE
LEGEND AND DESIGN INFO
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
TYPICAL CROSS SECTIONS AND DETAILS
16TH AVE. SE PLAN AND PROFILE
NORTH SIDEWALK PLAN AND PROFILE
SOUTH SIDEWALK/SHARED USE TRAIL PLAN AND PROFILE
ALIGNMENT AND SURVEY INFORMATION
ALIGNMENT AND SURVEY INFORMATION
TRAFFIC CONTROL
TRAFFIC CONTROL
TRAFFIC CONTROL
INTERSECTION DETAILS
INTERSECTION DETAILS
INTERSECTION DETAILS
PAVEMENT JOINTING PLAN
PAVEMENT JOINTING PLAN
STORM SEWER PLAN AND PROFILE
STORM SEWER PLAN AND PROFILE
SUBDRAIN PLAN
PAVEMENT MARKING AND SIGNAGE PLAN
PAVEMENT MARKING AND SIGNAGE PLAN
PAVEMENT MARKING AND SIGNAGE PLAN
PAVEMENT MARKING AND SIGNAGE PLAN
SIDEWALK AND ADA CURB RAMP PLAN
SIDEWALK AND ADA CURB RAMP PLAN
SIDEWALK AND ADA CURB RAMP PLAN
16TH AVE SE CROSS SECTIONS
16TH AVE SE CROSS SECTIONS
16TH AVE SE CROSS SECTIONS
S-100
S-101
S-201
S-301
S-401
S-402
S-403
S-404
S-405
S-406
S-501
S-502
S-503
S-504
S-505
S-506
S-507
S-601
S-602
S-603
S-604
S-605
S-606
S-607
S-701
A-101
A-102
A-103
V-101
GENERAL NOTES
PLAN AND ELEVATION
MONOLITH PLAN AND DETAILS - 1
FLOODWALL MONOLITH SECTIONS AND DETAILS
T-WALL JOINT DETAILS-1
T-WALL JOINT DETAILS-2
SHEET PILE AND WATERSTOP DETAILS
SHEET PILE AND WATERSTOP DETAILS
FLOODWALL AESTHETICS
FLOODWALL AESTHETICS DETAILS
FLOODGATE MONOLITH PLAN AND ELEVATION
FLOODGATE MONOLITH DETAILS AND SECTIONS - 1
FLOODGATE MONOLITH DETAILS AND SECTIONS - 2
FLOODGATE MONOLITH TRACK AND SEAL PLATE ANCHOR BOLT LAYOUT
FLOODGATE MONOLITH EMBEDDED TRACK AND SEAL PLATES
FLOODGATE MONOLITH TRACK AND SEAL PLATE DETAILS
FLOODGATE MONOLITH MISCELLANEOUS DETAILS
FLOODGATE PLAN AND ELEVATION
FLOODGATE SECTIONS AND DETAILS - 1
FLOODGATE SECTIONS AND DETAILS - 2
FLOODGATE MISCELLANEOUS DETAILS - 1
FLOODGATE MISCELLANEOUS DETAILS - 2
FLOODGATE MISCELLANEOUS DETAILS - 3
FLOODGATE ARCHITECTURAL TREATMENT DETAILS
H-PILE AND SHEET PILE SCHEDULE
RAIN SCREEN DETAILS
RAIN SCREEN DETAILS
RAIN SCREEN DETAILS
PLAN SURVEY CONTROL
G-102
I N
D E
X
O
F
S
H E
E T
S
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S I
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S O
L I C
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A T
I O
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N
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F I L E
N
A M
E
D W
N
B
Y
C K
D
B
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D E
S I G
N E
D
B
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D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
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S I Z
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S U
B M
I T
T E
D
B
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P R
O J E
C T
O D
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C O
N T
R A
D A
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A P
P R
P L O
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C A
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P
L O
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D
A T
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C E
D A
R
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I V
R
B
S
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C E
D A
R
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I V
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C E
D A
R
R
A P
I D
S
I O
W A
SHEET ID
J C
B
J A
W J
H A
F
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H O
W N
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N U
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SOLICITATION NO. W912EK19B0004
U S
A
R M
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C
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P
E
N G
I N
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R S
R O
K
L A
D
S
T R
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T
R O
L A
N D
I L
L I N
O I S
US Army Corps of Engineers
R
W E
K B
G
N
E R
A L
R
E V
I S
I O
M E
N D
M E
S E
P
SCALE: 1/2" = 1'
FLOODWALL AND GATE SILL TIE IN MONOLITH 2
A
SCALE: 1/2" = 1'
ABUTMENT
B
EL. 720.80'
CJ
TRACK SUPPORT
ANCHORAGE
HP 14 X 73
HP 14 X 73
PZ 22
SHEET PILE
EL. 734.20'
PROTECTED SIDE FLOOD SIDE
GATE STORAGE
FLOODWALL
ABUTMENT
PROTECTED SIDE FLOOD SIDE
16TH AVENUE
#6
C
L
T
Y P
#9, @ 8"
#5, @12"
#9, @ 12"#8, @ 12"
#9, @ 12"
#8, @ 12"
CONST. JT.
HP 14 X 73
PZ 22
SHEET PILE
C
L
T
Y P
18'-0"
1'-6"
CONST. JT.
EL. 722.30'
EL. 720.80'
EL. 737.70'
#11 @ 9"
2-LAYER
#11 @ 8"
#11 @ 9"
2-LAYER
#11 @ 8"
5'-6" 2'-6" 7'-0" 1'-6"
HP 14 X 73
#5@ 12" BOTTOM
#9 @8" TOP AND MIDDLE
SHEET PILE TIP ELEVATION
(SEE SHEET S-701)
H-PILE TIP ELEVATION
(SEE SHEET S-701)
SHEET PILE TIP ELEVATION
(SEE SHEET S-701)
H-PILE TIP ELEVATION
(SEE SHEET S-701)
S-101
S-201
S-501
S-101
S-201
S-501
T
L
E
A N
D
S
H E
L
E
EL. 722.14'
EL. 722.30'
EL. 722.14'
T
L
E
A N
D
S
H E
L
E
#6 (TYP.)
18'-0"
1'-6" 5'-6" 2'-6" 7'-0" 1'-6"
#5@ 12" BOTTOM
#9 @8" TOP AND MIDDLE
L ANGLE CORNER
PROTECTION 5" X 3"
TENSION
STRAP TENSION
STRAP
#5, @12"
#5, @ 8"
MAX.
#5, @ 8"
MAX.
S-503
A
#5, @12"#5, @12"
8'-9"
3'-8"5'-10"
2'-0"6'-6"
S
T A
B I L
I Z
A T
I O
N
S
L A
B
4" CL. (TYP.)
L
S
T A
N C
E 1'-6"
3'-8"5'-7"8'-9"
S
T A
B I L
I Z
A T
I O
N
S
L A
B
L
S
T A
N C
E
4" CL. (TYP.)
3'-4 1/8"
6"
E
F
E
F
0'-11 7/8" 0'-3"
3 - #5 @
EQ SPS
3 - #5 @
EQ SPS
1'-3" 3'-4 1/8" 0'-11 7/8"
1'-6"
(TYP.)
1'-6"
(TYP.)
#5 U-BAR @ 8" (MAX.)
#5 U-BAR @ 8" (MAX.)
0'-2" (TYP.)
PRECAST CONCRETE CAP
#6
#9, @ 8"
#6
#9, @ 8"
#6
#9, @ 8"
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2 3
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4 5
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SOLICITATION NO. W912EK19B0004
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L I N
O I S
US Army Corps of Engineers
R
W E
K B
S-502
F L
O O
D G
A T
E
M
O N
O L
I T
H
D
E T
A I L
S
A
C
T I O
S
N
E R
A L
R
E V
I S
I O
M E
N D
M E
S E
P
TRACK SUPPORT
ANCHORAGE
PROTECTED SIDE FLOOD SIDE
16TH AVENUE
HP 14 X 73
PZ 22
SHEET PILE
S
T A
B I L
I Z
A T
I O
N
S
L A
B
C
L
T
Y P
18'-0"
1'-6"
CONST. JT.
HP 14 X 73
EL. 720.80'
EL. 722.30'
5'-6" 2'-6" 7'-0" 1'-6"
SCALE: 1/2" = 1'
D
FLOODGATE MONOLITH M3
SHEET PILE TIP ELEVATION
(SEE SHEET S-701)
H-PILE TIP ELEVATION
(SEE SHEET S-701)
#5@ 12" BOTTOM
#9 @8" TOP AND MIDDLE
S-101
S-201
S-501
OF
FLOODWALL
C
L
#6
#8
#6
#9
#9
#9
#6
COLUMN REINFORCEMENT - DETAIL
SCALE: NOT TO SCALE
S-101
T
L
E
A N
D
S
H E
L
E
SILL
L ANGLE CORNER
PROTECTION 5" X 3"
TENSION
STRAP
SCALE: 1" = 1'-0"
SECTION
#5, @ 8"
MAX.
#5, @12"#5, @12"
A
S-502
#6, @ 8"
3'-8"6'-6"7'-10"
C
L
C
L
3'-0"
3 - #5 @
EQ SPS
8'-9"
C
L
T
Y P
2'-2" 3'-4 1/8" 0'-11 7/8"
Q
S P
A
Q
S P
A
T
Y P
0'-9"
(TYP.)
0'-6"
(TYP.)
Q
S
P A
Y
E R
S
11 #9 EQ. SPA.
E
Q
S
P A
11 #9 EQ. SPA.
*NOTE:
#5 U-BARS ARE OMITTED FOR CLARITY
1'-6"
(TYP.)
#6 @ 8"
#6
#9, @ 8"
#6
#9, @ 8"
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SOLICITATION NO. W912EK19B0004
U S
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US Army Corps of Engineers
R
W E
K B
S-503
F L
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D G
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M
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H
D
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A I L
S
A
C
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S
N
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M E
N D
M E
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P
D
4'-6"
3'-2 3/4"11"
1'-6"
3'-6"
9"9"
2'-9"
6 1/2"
T
Y P
1"
1"
6 1/2"
3"
FACE OF
ABUTMENT
℄ TOP
GIRDER
GIRDER WEB
PL. 1/2"x54"x67'-0"
FLANGE PL
1"x10"x67'-0" (TYP.)
DIAPHRAGM FLANGE PL.
3/4"x8"x9'-1 4/5"
DIAPHRAGM PL.
1/2"x55"x10'-3 1/3"
INTERCOSTAL PL.
1/2"x6 1/2"x10'-3 1/3"
CONCRETE BALLAST
GIRDER WEB
PL. 1/2"x54"x67'-0"
CJP, DIAPH. FLG. TO
GIRDER FLG., (TYP.)
FLANGE PL.
1"x20"x67'-0"
℄ BOTTOM
GIRDER
S-604
FLANGE PL
1"x18"x67'-0" (TYP.)
℄ SMOOTH
CASTERS
SCALE: 1/2" = 1'
SECTION
PART ELEVATION AT GROOVED CASTERS
SCALE: 1" = 1'-0"
FLOOD SIDEPROTECTED SIDE
℄ BEARING
STIFFENERS
GIRDER
FLANGE
℄ GIRDER
DIAPHRAGMCONCRETE BALLAST
1" R.
(TYP.)
℄ GROOVED CASTER
AND ℄ DIAPHRAGM
BRG. STIFF.
TOP OF SILL
1/2" INTERCOSTAL PL.
1/4
1/4
SKIN PL.
℄ INTERCOSTAL
℄ DIAPHRAGM
1/2" PL.
1/4
1/4
3/4" PL.
SCALE: 1" = 1'-0"
SECTION
1/4
1/4
1/2" WEB PL.
L5x3
5/16
SKIN PL. TO
FLANGE (TYP.)
SKIN PL.
FLANGE PL.
1/2" INTERCOSTAL PL.
SCALE: 1 1/2" = 1'-0"
SECTION
CASTER DETAILS
SCALE: 1 1/2" = 1'-0"
DIAPHRAGM
4 5/8" DIA.x3 1/4" BOLTS, EACH SMOOTH CASTER
ASSEMBLY, (SEE SHEET S-605)
DIAPHRAGM
4 5/8" DIA.x4 1/2" BOLTS, WITH PLATE
WASHERS, EACH GROOVED CASTER
ASSEMBLY, (SEE SHEET S-605)
1/2" PL.
1/2" STIFF. PL.
TOP OF SILL
EL. 722.30'
10" DIA. GROOVED CASTER
ASSEMBLY, (SEE SHEET S-601)
FOR LOCATIONS
CASTER GREASE FITTING,
(SEE NOTE A)
℄ GROOVED CASTER
AND ℄GIRDER FLANGE
GROOVED CASTERS
(2 LOCATIONS)
TRACK SUPPORT
CASTER PL. B,
(SHEET SHEET S-605)
℄ BOTTOM GIRDER
CASTER GREASE FITTING,
(SEE NOTE A)
℄ SMOOTH CASTER
TRACK SUPPORT
(SEE SHEET S-506)
10" DIA. SMOOTH CASTER
ASSEMBLY, (SEE SHEET S-601)
FOR LOCATIONS
CASTER PL. A,
(SHEET SHEET S-605)
SKIN PL.
FACE OF
ABUTMENT
SMOOTH CASTERS
(8 LOCATIONS)
(PROTECTED SIDE SHOWN, FLOOD SIDE SIMILAR)
NOTE A: ALL CASTERS, BOTH SMOOTH AND GROOVED,
SHALL BE INSTALLED WITH THE GREASE FITTINGS
ACCESSIBLE FROM THE FLOOD SIDE OF THE ROLLING GATE.
NOTE : SECTION SHOWN FOR THE INTERCOSTAL AT
BOTTOM GIRDER, DIAPHRAGM CONNECTIONS
AND INTERCOSTAL CONNECTION AT TOP GIRDER SIMILAR.
NOTE:
1. FOR GENERAL NOTES, SEE SHEETS S-100.
1'-3"
7 1/2"
3/4" CHAMFER (TYP.)
℄ BOTTOM GIRDER
℄ 1" DIA. HOLE FOR
3/4" DIA. THREADED ROD
SCALE: 1 1/2" = 1'
BALLAST DETAIL
3 1/2"
SKIN PL.
#4 (TYP.)
#4 @ 12" STIRRUP
CJP, DIAPH. WEB TO
GIRDER WEB (TYP.)
S-604
A
S-602
C
S-602
D
CJP
5/16
SKIN PL. TO
FLANGE (TYP.)
1/4" RUBBER PAD
3'-4 1/2"
SIDE VIEW FRONT VIEW
1'-8 1/4" 1'-8 1/4"
5 SPA. AT 7 5/16" = 3'-0 1/2" 0'-2"0'-2"
7 5/16"
(TYP.)
#4 @ 12" STIRRUP
#4 (TYP.)
1"
1"x2" SLOTTED HOLE
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SOLICITATION NO. W912EK19B0004
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A L
R
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N D
M E
S E
P
1" GIRDER FLANGE
℄ BEAM
PERIMETER MULLION
(SEE ARCH. DRAWINGS)
W8
D
SECTION A-A
SCALE : 3"=1'-0"
REMOVE 1
" OF TOP AND
BOTTOM FLANGE OF BEAM,
(THIS SIDE ONLY),
(TYP. END BEAMS ONLY)
PERIMETER BEAM
FASTENERS
(SEE ARCH. DRAWINGS)
REMOVE & DISCARD
℄ (2)-5/8"Ø BOLT W, (6)-2"X2"X
PL WASHER AND HEAVY
HEX NUT
1" GIRDER FLANGE
℄ BEAM
W8
MOUNTING MULLION
(SEE ARCH. DRAWINGS)
C
SECTION B-B
SCALE : 3"=1'-0"
INTERIOR BEAMS
FASTENERS
(SEE ARCH. DRAWINGS)
℄ (4)-5/8"Ø BOLTS W, (12)-2"X2"X
PL. WASHER AND HEAVY
HEX NUT
1" GIRDER FLANGE
W8
(BEAM GA)
SECTION C-C
SCALE : 3"=1'-0" (TYP. 34 PLACES)
℄ ℄ (4)-11/16"Ø HOLE
T H
M
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S I O
N
A
P P
L I E
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T O
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G I R
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R S
T H
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S I O
N
A
P P
L I E
S
T
T O
M
G I R
D E
R S
GIRDER WEB
A
B
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
16 SPACES @ 3'-8
" = 59'-0"
67'-0"
4 5
3'-10
"1
" 3'-10
A
OPP. HAND
TYP.
A
A
OPP. HAND
B
TYP.
DIAPHRAGM
(TYP.)
BOTTOM
GIRDER
TOP
GIRDER
PARTIAL ELEVATION - FLOOD SIDE OF GATE
SCALE : 3/8"=1'-0"
1" GIRDER FLANGE
W8
SECTION D-D
EDGE OF CUT BEAM, PERIMETER
MULLION & TOP AND BOTTOM
GIRDERS
SCALE : 3"=1'-0" (TYP. 4 PLACES)
℄ (2)-11/16"Ø HOLE
T H
M
E N
S I O
N
A
P P
L I E
S
T
T O
M
G I R
D E
R S
T H
M
E N
S I O
N
A
P P
L I E
S
T
T O
M
G I R
D E
R S
GIRDER WEB
1. SEE DRAWINGS S-601 & S-602 FOR CLOSURE GATE STRUCTURAL PLAN.
2. REFERENCE STRUCTURAL DRAWINGS FOR GATE DIMENSIONS AND DETAILS.
NOTES:
A N
S I
D
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P R
O J E
D
E
C O
N T
R A
D A
T E
A P
P R
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C E
D A
R
R
I V
S
I N
C E
D A
R
R
I V
E R
C E
D A
R
R
A P
I D
S
I O
W A
SHEET ID
J C
B
J A
W J
H A
Z
E
O
W N
E
N U
E
S
E
S
T E
L
L E
R
G
A T
E
SOLICITATION NO. W912EK19B0004
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L
L I N
O I S
US Army Corps of Engineers
R
W E
K B
S-607
F L
O O
D G
A T
E
A
R C
H I T
E C
T U
R A
L
T
R E
A T
M E
T
A I L
S
S
N
E R
A L
R
E V
I S
I O
M E
N D
M E
S E
P
4-7203-01 PERIMETER MULLION
FLOOD GATE. REFER TO CONTRACT DOCUMENTS FOR
EXACT CONSTRUCTION DETAILS
POWDERCOATED ALUMINUM PANEL
APPROVED FASTENERS. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
APPROPRIATE SIZE, TYPE AND QUANTITY
5-2120-75 ANCHOR FASTENER
ACM FILLER WITH
FACTORY INSTALLED
STAINLESS STEEL RIVET
1 2
EO
P
EO
E
#7228 BULB ASSEMBLY
4"
WASHER BETWEEN STEEL
SUPPORT AND ALUMINUM
MULLION. REFER TO
MANUFACTURER'S
RECOMMENDATIONS FOR
APPROPRIATE WASHER SIZE,
TYPE AND QUANTITY
NOTE:
PRODUCT NUMBERS REFER TO BASIS OF DESIGN: SERIES 72 ACM WALL PANEL
ASSEMBLY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PAINT SHALL BE TIGER DRYLAC POWDERCOAT - SUPER DURABLE. COLOR:
METALLIC | 38 90010 MARINE SILVER ONE COAT (OR APPROVED EQUAL)
4-7201-01 MOUNTING MULLION
SHIMS & APPROVED FASTENERS. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
APPROPRIATE SIZE, TYPE AND QUANTITY
POWDERCOATED ACM PANEL.
FLOOD GATE. REFER TO CONTRACT DOCUMENTS FOR
EXACT CONSTRUCTION DETAILS
5-2120-75 ANCHOR FASTENER
LC
EO
P
EO
P
1 2
#7228 BULB ASSEMBLY
6"
WASHER BETWEEN STEEL SUPPORT
AND ALUMINUM MULLION. REFER TO
MANUFACTURER'S
RECOMMENDATIONS FOR
APPROPRIATE WASHER SIZE, TYPE
AND QUANTITY
NOTE:
PRODUCT NUMBERS REFER TO BASIS OF DESIGN: SERIES 72 ACM WALL PANEL
ASSEMBLY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PAINT SHALL BE TIGER DRYLAC POWDERCOAT - SUPER DURABLE. COLOR:
METALLIC | 38 90010 MARINE SILVER ONE COAT (OR APPROVED EQUAL)
4-7201-01 MOUNTING MULLION
FLOOD GATE. REFER TO CONTRACT DOCUMENTS
FOR EXACT CONSTRUCTION DETAILS
POWDERCOATED ACM PANEL.
POWDERCOATED ACM PANEL.
5-2120-75 ANCHOR FASTENER
1/2" JOINT SPACING (TYP.)
EOP
EOP
C L
1 4
1 4
#7228 BULB ASSEMBLY @ 1'-3" O.C. WITHIN EACH PANEL
T
Y P
T
Y P
NOTE:
PRODUCT NUMBERS REFER TO BASIS OF
DESIGN: SERIES 72 ACM WALL PANEL
ASSEMBLY. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
PAINT SHALL BE TIGER DRYLAC POWDERCOAT
- SUPER DURABLE. COLOR: METALLIC | 38
90010 MARINE SILVER ONE COAT
(OR APPROVED EQUAL)
FLOOD GATE. REFER TO CONTRACT DOCUMENTS
FOR EXACT CONSTRUCTION DETAILS
POWDERCOATED ACM PANEL
1 4
1 4
LC
EOP
EOP
SHIMS & APPROVED FASTENERS. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR APPROPRIATE
SIZE, TYPE AND QUANTITY
4-7005-00 MID SPAN "S" CLIP
MODIFIED 7201 MOUNTING MULLION
- INSTALLER TO MODIFY IN FIELD.
POWDERCOATED ACM PANEL.
NOTE:
PRODUCT NUMBERS REFER TO BASIS OF
DESIGN: SERIES 72 ACM WALL PANEL
ASSEMBLY. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
PAINT SHALL BE TIGER DRYLAC POWDERCOAT
- SUPER DURABLE. COLOR: METALLIC | 38
90010 MARINE SILVER ONE COAT
(OR APPROVED EQUAL)
A-101
N.T.S
A-101
PLAN: RAIN SCREEN PANEL AND PERIMETER MOUNTING MULLION
F i l e o c a t i o n
S
C o n f l u e n c
W r o j e c t s
E a s t
F l o d n f r a s t r u c t u r e
W O
R K
I N
G A
U T
O C
A D
F l o a t c h i t e c t u r a l
P a n e l
D e t a i l s A
R
E E
N
P
A N
T
A I L
S
D r a w b y
X
X
C h e c k e d b y
X
N.T.S
A-101
PLAN: RAIN SCREEN PANEL AND MOUNTING MULLION
N.T.S
A-101
SECTION: INTERMEDIATE MULLION MID-SPAN PANEL SUPPORT
N.T.S
A-101
SECTION: PANEL HOOK SYSTEM
A N
S I
D
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P R
O J E
D
E
C O
N T
R A
D A
T E
A P
P R
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C E
D A
R
R
I V
S
I N
C E
D A
R
R
I V
E R
C E
D A
R
R
A P
I D
S
I O
W A
G E
N E
R A
L
R
E V
I S
I O
M E
N D
M E
SHEET ID
R J A
C O
N F
L U
E N
C E
B T
N
H A
Z
E
O
W N
T
H
A
V E
N U
E
S
E
S
T E
E L
R
O L L E
R
G
A T
E
SOLICITATION NO. W912EK19B0004
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
US Army Corps of Engineers
R
S E
P
W E
K B
N
D
S
T
S
U I T
E
C E
D A
R
R
A P
I D
S
I O
W A
R A
R
E E
N
D
E T
A I L S
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
REQUIRED
2"
POWDERCOATED ALUMINUM FRAME WITH HOOK MOUNTING
SYSTEM TO ATTACH TO MOUNTING MULLION. COORDINATE
PANEL DESIGN WITH MOUNTING MULLION MANUFACTURER.
SEE A-101 FOR HOOK SYSTEM ASSEMBLY.
A-102
#7228 BULB ASSEMBLY
A-102
#7228 BULB ASSEMBLY
#7228 BULB ASSEMBLY
NOTE:
PRODUCT NUMBERS REFER TO BASIS OF DESIGN: SERIES 72 ACM WALL PANEL
ASSEMBLY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PAINT SHALL BE TIGER DRYLAC POWDERCOAT - SUPER DURABLE. COLOR:
METALLIC | 38 90010 MARINE SILVER ONE COAT
(OR APPROVED EQUAL)
2" POWDERCOATED ALUMINUM FRAME.
PERFORATED METAL PANEL WITH POWDERCOAT
FINISH, SEE 02/A-102 FOR COLOR. PERFORATED 2"
BORDER BETWEEN FRAME AND PERFORATED AREA.
7'-4
A-102
PERFORATED METAL PATTERN SHOWN IS MAY NOT REFLECT
FINAL APPROVED DESIGN. FINAL PATTERN TO BE APPROVED BY
CEDAR RAPIDS FLOOD CONTROL SYSTEM COMMITTEE.
6'-8
2"
2"
" INTERMEDIATE MOUNTING MULLION
PRIMARY MOUNTING MULLION
BULB ASSEMBLY AT
PANEL EDGE
MID-SPAN PANEL SUPPORT
PRIMARY MOUNTING MULLION
BULB ASSEMBLY AT
PANEL EDGE
A-102
N.T.S
A-102
NOT IN USE
A N
S I
D
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P R
O J E
D
E
C O
N T
R A
D A
T E
A P
P R
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C E
D A
R
R
I V
S
I N
C E
D A
R
R
I V
E R
C E
D A
R
R
A P
I D
S
I O
W A
G E
N E
R A
L
R
E V
I S
I O
M E
N D
M E
SHEET ID
R J A
C O
N F
L U
E N
C E
B T
N
H A
Z
E
O
W N
T
H
A
V E
N U
E
S
E
S
T E
E L
R
O L L E
R
G
A T
E
SOLICITATION NO. W912EK19B0004
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
US Army Corps of Engineers
R
S E
P
W E
K B
N
D
S
T
S
U I T
E
C E
D A
R
R
A P
I D
S
I O
W A
R A
R
E E
N
D
E T
A I L S
F i c a t i o n
S
C o n f l u e n o j e c t s
E a s t
F l o f r a s t r u c t u r e
W O
R K
I N
G A
U T
O C
A D
F l o c h i t e c t u r a l
P a n e l
D e t a i l s A
R
E E
N
P
A N
T
A I L
S
D r a
X
X
C h e c k e d b y
A-102
A-102
SECTION: RAIN SCREEN PANEL
N.T.S
A-102
ELEVATION: RAIN SCREEN PANEL, FRONT SIDE
N.T.S
A-102
ELEVATION: RAIN SCREEN PANEL, BACK SIDE
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
A-101
A-101
RAIN SCREEN PANELS WITH PERFORATED METAL
FACE, SEE SHEET A-102. PERFORATED PATTERN
SHOWN DOES NOT REFLECT FINAL PATTERN.
FLOOD GATE BEHIND,
SEE FLOOD GATE
DRAWING PACKAGE
A-101
A-102
67'-0"
1 2
1 2
"7'-4
"7'-4
"7'-4
"7'-4
"7'-4
"7'-4
"7'-4
"7'-4
" 7'-4
VERTICAL MOUNTING MULLION, TYP.
COORDINATE SHOP DRAWINGS WITH
RAIN SCREEN PANEL MANUFACTURER
FLOOD GATE BEHIND, SEE FLOOD
GATE DRAWING PACKAGE.
3'-8
" 3'-8
"3'-8
"3'-8
" 3'-8
" 3'-8
"3'-8
" 3'-8
" 3'-8
" 3'-8
"3'-8
" 3'-8
" 3'-8
"3'-8
"3'-8
" 3'-8
"3'-8
" 3'-8
MOUNTING MULLION AT GATE EDGE.
COORDINATE SHOP DRAWINGS WITH
RAIN SCREEN PANEL MANUFACTURER
MOUNTING MULLION AT GATE EDGE.
COORDINATE SHOP DRAWINGS WITH
RAIN SCREEN PANEL MANUFACTURER
67'-0"
6"4"
3'-2
6"
3'-2
"3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6" 4"
3'-2
6"
3'-2
" 3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
3'-2
6"
I N
T E
R M
E D
I A
M
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
Y
O
C
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
I N
T E
R M
E D
I A
U
N T
I N
G
M
U L L I O
N
M
I D
S
P A
N
P
A N
E L
S
U P
P O
BOTTOM GIRDER FLANGE
TOP GIRDER FLANGE
NOTE:
COORDINATION TO BE
APPROVED BY
CONTRACTING
OFFICER. SEE
SPECIFICATIONS FOR
SUBMITTAL
REQUIREMENTS.
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P E
R I M
E T
U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P R
I M
A R
Y
M
O U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
P E
R I M
E T
U
N T
I N
G
M
U L L I O
N
B
U
S
E M
B
O
C
N.T.S
A-103
ELEVATION: FLOOD GATE RAIN SCREEN PANEL LAYOUT
A N
S I
D
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P R
O J E
D
E
C O
N T
R A
D A
T E
A P
P R
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C E
D A
R
R
I V
S
I N
C E
D A
R
R
I V
E R
C E
D A
R
R
A P
I D
S
I O
W A
G E
N E
R A
L
R
E V
I S
I O
M E
N D
M E
SHEET ID
R J A
C O
N F
L U
E N
C E
B T
N
H A
Z
E
O
W N
T
H
A
V E
N U
E
S
E
S
T E
E L
R
O L L E
R
G
A T
E
SOLICITATION NO. W912EK19B0004
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
US Army Corps of Engineers
R
S E
P
W E
K B
N
D
S
T
S
U I T
E
C E
D A
R
R
A P
I D
S
I O
W A
R A
R
E E
N
D
E T
A I L S
F i c a t i o n
S
C o n f l u e n o j e c t s
E a s t
F l o f r a s t r u c t u r e
W O
R K
I N
G A
U T
O C
A D
F l o c h i t e c t u r a l
P a n e l
D e t a i l s A
R
E E
N
P
A N
T
A I L
S
D r a
X
X
C h e c k e d b y
A-103
A-103
ELEVATION: FLOOD GATE MOUNTING MULLION LAYOUT
SHOP DRAWINGS
REQUIRED
SHOP DRAWINGS
| Sheets and Views |
| Index of Sheets |
| A-101 RAIN SCREEN PANEL DETAILS_ADDENDUM 2.pdf |
| Sheets and Views |
| A-101 |
| A-102 RAIN SCREEN PANEL DETAILS_ADDENDUM 2.pdf |
| Sheets and Views |
| A-102 |
| A-103 RAIN SCREEN PANEL DETAILS_ADDENDUM 2.pdf |
| Sheets and Views |
| A-103 |
| S-502-Floodgate Monolith Details and Sections 1.pdf |
| Sheets and Views |
| Floodgate Monolith Details and Sections 1 |
| S-503-Floodgate Monolith Details and Sections 2.pdf |
| Sheets and Views |
| Floodgate Monolith Details and Sections 2 |
| S-602-Floodgate Sections and Details 1.pdf |
| Sheets and Views |
| Floodgate Sections and Details 1 |
| S-607-Floodgate Architectural Treatment Details.pdf |
| Sheets and Views |
| Floodgate Architectural Treatment Details |
File details come from the government source that posted it.