A22 - Amendment 0003 - Attachment J-2 Plan Set - VOL 401 Floodwall Rev2.pdf
PDF 13 MB Posted
- Attached to
- Cedar Rapids Flood Risk Management Project, Reach 4 Phase 1 Downstream River Floodwall and Pump Station
- Solicitation number
- W912EK26BA001
About this file
These are design and construction drawings for the Cedar Rapids Flood Risk Management Project's Downstream River Floodwall and Culverts, prepared by the U.S. Army Corps of Engineers. The document set includes typical cross-sections, profile views, plan views, trail jointing details, and specialized vault and water main penetration details for a flood control infrastructure project located in Cedar River, Cedar Rapids, Iowa (Contract No. 3317510-10).
The drawings specify construction requirements for approximately 3,000 linear feet of floodwall systems with varying configurations including 8-inch PCC trails with 1.5% slopes, modified subbase and compacted earth shoulders, safety railings, and retaining walls. Key features include stamped concrete details with sawed joints and expansion joints, sheet pile connections at the Alliant Substation, gate well retaining walls, and water main vault penetrations with casing pipes and junction structures. The specifications detail reinforcement patterns (#5 and #8 bars at 12-inch on-center spacing), shoring systems using W10x45 wales with HSS pipe struts, flowable fill materials, hydrophilic waterstops, and mechanical joint restraining glands for the 20-inch DIP water main. Construction loads are required to remain 15 feet from the steepest part of the riverbank slopes until completion, and designs accommodate a 100-year floodway elevation of approximately 729-730 feet with various site-specific elevations ranging from 705 to 740 feet noted throughout the details.
View the file
Other files
Show all 16
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
-40 -20 0 20 40 60
-40 -20 0 20 40 60
VOL 401
CU305
VA
U
LT
S
EC
TI
O N
O
VE
R F
LO
O
D W
AL
L
U
PS
TR
EA
M W
AT
ER
M
AI
N
A.
R
O
BE
R
TS
L.
P
AS
TR
AN
A
E.
S
C H
AL
LE
R T
AS
S
H O
W N
M . S
N
AP
P
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
SHEET ID
D
AT
E
AP
PR
US Army Corps of Engineers US Army Corps of Engineers
PR
O
JE
C
T C
O D
E:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
IO
W
A R
IV
ER
B
AS
IN
C
ED
AR
R
IV
ER
C
ED
AR
R
AP
ID
S, IO
W
A C
ED
AR
R
AP
ID
S
FL
O
O D
R
IS
K M
AN
AG
EM
EN
T
PR
O
JE
C T
D O
W N
ST
R
EA
M
R
IV
ER
F
LO
O
D W
AL
L
AN
D
C U
LV
ER
TS
20" DIP WATER MAIN
INSIDE CONCRETE VAULT
CONCRETE CAPPED
SHEET PILE WALL
20" DIP WATER MAIN INSIDE
36" HDPE CASING PIPE
M
AY
0-
AN
SI
D C
AR
G
IL
L-
C U
5.
dw g
EXISTING SHEET PILE
CONTROL LINE
CONTROL LINE
EL 712.1
EL 712.1
PIPE BEDDING
SEE A/CU304
TYPICAL VAULT SECTION OVER FLOODWALL WM STA 11+46 TO 12+45
SCALE: 1" = 10'D1
TYPICAL SECTION BETWEEN SHEET PILES WM STA 7+83 TO 10+59
SCALE: 1" = 10'A6
NOTES:
1. THE SHORING SYSTEM DEPICTED ABOVE IS ONE POSSIBLE DESIGN. A COMPLETE SHORING DESIGN MUST BE SUBMITTED FOR REVIEW AT LEAST 30 CALENDAR DAYS PRIOR TO INSTALLATION. SEE
SPECIFICATIONS SECTION 01 53 02 FOR FULL REQUIREMENTS.
2. TOP ROW OF SHORING:
· EL 725.0
· W10x19 WALES
· ROUND HSS8.625x0.322 PIPE STRUTS SPACED AT 10'-0" O.C. MAX
3. BOTTOM ROW OF SHORING:
· EL 716.0
· W10x45 WALES
· ROUND HSS8.625x0.322 PIPE STRUTS SPACED AT 10'-0" O.C. MAX
4. WALES ASSUMED TO BE A992 STEEL (50 KSI)
5. PIPE STRUTS ASSUMED TO BE A500 GRADE B STEEL (42 KSI)
6. BOTH SHEET PILE WALLS CONSIST OF PZC 13 SECTIONS
TOP ROW OF SHORING
SEE NOTES
BOTTOM ROW OF SHORING
SEE NOTES
EL 706.1
EL 705.5
10' 20'0
SCALE:1"=10'
10' 20'0
SCALE:1"=10'
SOLICITATION
AM
N
D
- G
EN
ER
AL
R
EV
IS
IO
N S
ER
S
/0 4/
VOL 401
CU308
VA
U
LT
P
LA
N
A T
FL
O
O D
W
AL
L
PE
N
ET
R
AT
IO
N
A.
R
O
BE
R
TS
L.
P
AS
TR
AN
A
E.
S
C H
AL
LE
R T
AS
S
H O
W N
M . S
N
AP
P
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
SHEET ID
D
AT
E
AP
PR
US Army Corps of Engineers US Army Corps of Engineers
PR
O
JE
C
T C
O D
E:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
IO
W
A R
IV
ER
B
AS
IN
C
ED
AR
R
IV
ER
C
ED
AR
R
AP
ID
S, IO
W
A C
ED
AR
R
AP
ID
S
FL
O
O D
R
IS
K M
AN
AG
EM
EN
T
PR
O
JE
C T
D O
W N
ST
R
EA
M
R
IV
ER
F
LO
O
D W
AL
L
AN
D
C U
LV
ER
TS
M
AY
0-
AN
SI
D C
AR
G
IL
L-
C U
7.
dw g
20" WATERMAIN
NOTE:
1. ALL VAULT REINFORCING IS #5 BARS AT 12" O.C. EACH WAY
UNLESS NOTED OTHERWISE.
12" IA DOT GR-11
CRUSHED STONE
FLOWABLE FILL
WATERSTOP (TYP)
EL 712.1
EL 711.6
6" 1'
-0
3' -4
4" 8"
1'-0" 1'-0"4'-6"
WATERMAIN
8' -4
7'-0"10'-9"
2' -4
8'-03 4"
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
2"
TYP
FLOODWALL STEM
FLOODWALL M4003
A1-CU306A1-CU306
1'-0"
(TYP)6"
(T
YP
FLOWABLE FILL TO
PIPE SPRINGLINE
#5 BARS @ 12" O.C.
EACH WAY CENTERED
A6 -C
U
A6
-C U
4' -4
3 4"5' -8
1 2"
4' -9
3' -6
1 2
6'-6"
22.5°
E1-CU308
E1-CU308
A1-CU306 A1-CU306
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
S-12 JUNCTION STRUCTURE SECTION
SCALE: NTSE1
TYPICAL VAULT SECTION - STA 10+57.15 TO 10+92.15 AND STA 12+71.15 TO 13+06.90
SCALE: NTSA1 VAULT PLAN DETAIL
SCALE: NTSA6
SOLICITATION
EL 712.1
EL 711.1
9'-0"
WATERMAIN
HYDROPHILIC
WATERSTOP (TYP.)
6" TOP SLAB #8 BARS @ 12" O.C.
#5 BARS @ 12" O.C.
EACH WAY
TOP AND BOT.
CASING
PIPE
CASING
SPACER
FLOWABLE FILL TO
PIPE SPRINGLINE
#5 BARS @ 12" O.C.
6"
(TYP)
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
CENTER BARS
IN TOP SLAB
A1-CU510
A1-CU510
AM
N
D
- G
EN
ER
AL
R
EV
IS
IO
N S
ER
S
/0 4/
OPENING FOR CASING PIPE
IN END OF VAULT TO BE
REINFORCED PER
"ADDITIONAL REINFORCING"
NOTE ON DETAIL A1-CU306
VOL 401
CU510
C
AS
IN
G
P
IP
E
TO
V
AU
LT
J
U N
C
TI
O N
S
TR
U C
TU
R
E U
PS
TR
EA
N
W
AT
ER
M
AI
N
A.
R
O
BE
R
TS
L.
P
AS
TR
AN
A
E.
S
C H
AL
LE
R T
AS
S
H O
W N
M . S
N
AP
P
CASING PIPE
WATERMAIN
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
1'-0"
(TYP.)
VAR
IES
PIPE
C/L
2"
(TYP.)
HYDROPHILIC
WATERSTOP (TYP.)
9' -0
9'-0"
NOTE:
1. SEE JUNCTION VAULT SCHEDULE
ON SHEET CU-118 FOR ELEVATIONS.
WATERMAIN
HYDROPHILIC
WATERSTOP (TYP.)
HDPE RING FUSED
TO EXTERIOR OF PIPE
OR MECHANICAL JOINT
RESTRAINING GLAND (TYP)
#5 BARS @ 12" O.C.
EACH WAY
TOP AND BOT.
CASING
PIPE
CASING
SPACER
T/ VAULT
EL VARIES
PIPE SPRINGLINE
EL VARIES
T/ FOOTING
EL VARIES
2' -2
1'
-6
A1 -C
U
A1
-C U
HYDROPHILIC
WATERSTOP (TYP.) WATERMAIN
FLOW
5' -1
0"
HDPE RING FUSED
TO EXTERIOR OF PIPE
OR MECHANICAL JOINT
RESTRAINING GLAND (TYP)
FLOWABLE FILL TO
PIPE SPRINGLINE
INSTALLATION
DIRECTION
CASING SPACER SET
ON FLOOR OF VAULT
FLOWABLE FILL TO
PIPE SPRINGLINE
20" MECHANICALLY
RESTRAINED JOINT (TYP)
BEGIN 4 FT WIDE
PCC VAULT (TYP.)
FLOWABLE FILL TO
PIPE SPRINGLINE
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
SHEET ID
D
AT
E
AP
PR
US Army Corps of Engineers US Army Corps of Engineers
PR
O
JE
C
T C
O D
E:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
IO
W
A R
IV
ER
B
AS
IN
C
ED
AR
R
IV
ER
C
ED
AR
R
AP
ID
S, IO
W
A C
ED
AR
R
AP
ID
S
FL
O
O D
R
IS
K M
AN
AG
EM
EN
T
PR
O
JE
C T
D O
W N
ST
R
EA
M
R
IV
ER
F
LO
O
D W
AL
L
AN
D
C U
LV
ER
TS
E6 -C
U
E6
-C U
BEGIN 4 FT WIDE
PCC VAULT (TYP.)
CASING PIPE
20" WATERMAIN
HYDROPHILIC WATERSTOP
AROUND PIPE AND OUTER
PERIMETER OF OF BLOCKOUT
1'-0" EMBED FOR
VERTICAL AND
HORIZONTAL BARS (TYP)
2'-0"
6'-0" X 6'-0"
BLOCKOUT
FLOODWALL
FOOTING
0-
M
AY
AN
SI
D C
AR
G
IL
L-
C U
0.
dw g
CASING SPACER
MECHANICAL JOINT
RESTRAINING GLAND
HDPE RING FUSED
TO EXTERIOR OF PIPE
OR MECHANICAL JOINT
RESTRAINING GLAND (TYP)
#5 BARS @ 12" O.C.
#8 BARS @ 12" O.C.
12" TOP SLAB
12" TOP SLAB
#8 BARS @ 12" O.C.
#5 BARS @ 12" O.C.
2"
(TYP.)
#8 BARS @ 12" O.C.
#7 BARS @ 12" O.C.
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
#5 BARS @ 12" O.C.
EACH WAY EACH FACE
#5 BARS @ 12" O.C.
EACH WAY
TOP AND BOT.
VAULT TOP SLAB
REINFORCING
SEE D1/ CU304 FOR
SIZE AND SPACING
1'-0" EMBED FOR
VERTICAL AND
HORIZONTAL BARS (TYP)
6" VAULT WALL
NOTE:
1. REFER TO A1/ CU306 FOR REINFORCEMENT
GROUT OR EPOXY DETAILS.
S-10 JUNCTION STRUCTURE PLAN SECTION
SCALE: NTSE1 S-10 JUNCTION STRUCTURE SECTION
SCALE: NTSE6
S-10/S-12 JUNCTION STRUCTURE SECTION
SCALE: NTSA1 FLOODWALL PENETRATION DETAIL
SCALE: NTSA6
SOLICITATION
TOP HALF OF CASING PIPE TO BE LEFT
OPEN INTO THE VAULT TO ALLOW ANY
LEAKED WATER TO EXIT THE VAULT AND
DRAIN AWAY THROUGH THE CASING PIPE
TOP HALF OF CASING PIPE TO BE LEFT
OPEN INTO THE VAULT TO ALLOW ANY
LEAKED WATER TO EXIT THE VAULT AND
DRAIN AWAY THROUGH THE CASING PIPE
AM
N
D
- G
EN
ER
AL
R
EV
IS
IO
N S
ER
S
/0 4/
OPENING FOR CASING PIPE
IN END OF VAULT TO BE
REINFORCED PER
"ADDITIONAL REINFORCING"
NOTE ON DETAIL A1-CU306
| AMND_0003_PLANS_VOL401.pdf |
| CU305 |
| CU305 |
| CU308 |
| CU308 |
| CU510 |
| CU510 |
File details come from the government source that posted it. Updated .