W912ES22R0001-0004 RRS PLANS 18Nov21.pdf
PDF 1 MB Posted
- Solicitation number
- W912ES22R0001
About this file
This document provides details for a federal construction solicitation. The U.S. Army Corps of Engineers, St. Paul District, is seeking construction of the Red River Structure portion of the Fargo Moorhead Metropolitan Area Flood Risk Management Project per the attached plans and specifications. Work includes a gated structure, dam walls, vehicle and mechanical bridges, a stilling basin, dentated end sill, downstream retaining walls, approach apron, slope protection slab and approach walls. The project's NAICS code is 237990 and the estimated value is between $100-250 million. This is an unrestricted full and open competition under FAR Parts 15 and 36 requiring payment and performance bonds per FAR Part 28.
View the file
Other files
Show all 24
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
130'-0"
13'-4 3/8 "
74'-9 5/8 " 38'-9 3/4 "
CONTROL LINE EC
SILL BEAM (TYP)
BULKHEADSILL BEAM (TYP)
BULKHEAD
88'-2" TO CL OF TAINTER GATE SILL BEAM
SILL BEAM (TYP)
TAINTER GATE
41'-10"
T Y
P
TYP
13'-6"
TYP
3'-0"
3'-0" TYP
PIT (6 TOTAL)(TYP)
DEWATERING
3'- 1/4 "
SILL BEAM (TYP)
BULKHEAD
SILL BEAM (TYP)
BULKHEAD
130'-0"
SILL BEAM (TYP)
TAINTER GATE
3'-0" TYP. 25'-6"
T Y
P
T Y
P
3'-0" TYP 13'-6"
PIT (TYP. - 6 TOTAL)
DEWATERING
206'-0"
CONTROL LINE EC
SILL BEAM (TYP)
BULKHEAD
103'-0"103'-0"
PIT (6 TOTAL)(TYP)
DEWATERING
3'-0" TYP
13'-0" 13'-0"
6"
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
IZ
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
FLOW
25'-6" TYP
CLCLCL
C5
A1
FLOW
E6
CONTROL LINE EC
FOUNDATION
STRUCTURE
CL CONTROL
JOINT THROUGH SLAB
BOND BREAKER IN
WITH JOINT SEALANT
1 1/2" CHAMFER
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg8:35:04 AM 11/10/2021
...\S03_FMM Red River Structure [FMMRRS-WRRDA14]\PED\Engineering & Design\CAD_BIM\_Sheets\FMMRRS_S-40
A S -B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
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
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
G E
O
ID
N
D
N D 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
V D
8 1
A
.9
F M
M R
R S S -4
.d g n
C1 C5
A1
SECTION - CONTROL STRUCTURE FOUNDATION
ELEVATION - CONTROL STRUCTURE FOUNDATION
PLAN - CONTROL STRUCTURE FOUNDATION
F O
U N
D A
T
IO
N G
E O
M E
T R
Y
C O
N T
R O
L S
T R
U C
T U
R E
S-400
P F
L E
M
IN
G
A N
S I
D
20' 40'0
D P
E R
K
IN
S
0 8' 32'16'
0 8' 32'16'
SCALE: 3/32" = 1'-0"
SCALE: 3/32" = 1'-0"
STRUCTURAL NOTES:
SCALE: 1" = 20'
E6
SCALE: 3/8" = 1'-0"
DETAIL - FOUNDATION SHEAR KEY
4'0 2' 8'
T S
U L L
Y
K
H O
K E
N S
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
S T P
A U
L D
IS
T R
IC
T
GATE SILL BEAM DETAILS.
1. SEE SHEET SG513 AND SG514 FOR BULKHEAD SILL BEAM AND TAINTER
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
S-523
A4
SLOT STEEL
BULKHEAD
EDGE OF
/2
D
IA
A N
C H
O R S
T R
A P M
A X
O .C
T Y
P
JOINT
CONSTRUCTION
SIDE OF
5" ON EACH
O N E
A C
H S
ID
E O
F C
O N
S T
R U
C T
IO
N J
O
IN
T
" SLOT STEEL
BULKHEAD
EDGE OF
PIER
DS END OF
AROUND
EXTENDS
STEEL
/2
D
IA
A N
C H
O R S
T R
A P M
A X
O .C
T Y
P
O N E
A C
H S
ID
E O
F C
O N
S T
R U
C T
IO
N J
O
IN
T
3'-0"6"
6"1'-0"1'-0"6"
T Y
P
3" TYP.
T Y
P
1'-3 3/8 "
3" RADIUS (TYP)
T Y
P
C L
R
ANCHOR BOLT
GALVANIZED L-TYPE
GR 50 WELDABLE,
1/2" DIA., ASTM F1554,
1 1/2" CHAMFERGALVANIZED PLATE
3/8" ASTM A36
3" RADIUS (TYP)
6"1'-0"1'-0"6"
6" TYP.
3'-0"
ANCHOR BOLT
GALVANIZED L-TYPE
GR 50 WELDABLE,
1/2" DIA., ASTM F1554,
4" CLR
T Y
P
3" TYP
T Y
P
GALVANIZED PLATE
3/8" ASTM A36
SPLICE LENGTH (TYP)
LENGTH (TYP)
DEVELOPMENT
HORIZ BARS (TYP)
#9 @ 1'-0" OC
VERT BARS (TYP)
#9 @ 1'-0" OC
HORIZ BARS (TYP)
#9 @ 1'-0" OC
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
IZ
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
D6
A6
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg2:21:44 PM 11/15/2021
...\S03_FMM Red River Structure [FMMRRS-WRRDA14]\PED\Engineering & Design\CAD_BIM\_Sheets\FMMRRS_S-50
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
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
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
G E
D
N A
V D
8 1
B
.9
S-506
P F
L E
M
IN
G
A N
S I
D
N D S
P C
S S
O U
T H Z
O N
E U .S S
U R
V E
Y F
T
D P
E R
K
IN
S
A1 A6
SCALE: 3/16" = 1'-0"
A4
SCALE: 3/16" = 1'-0" SCALE: 1" = 1'-0"
SECTION - DOWNSTREAM BULKHEAD SLOT
D6
SCALE: 1" = 1'-0"
SECTION - UPSTREAM BULKHEAD SLOT
DETAIL - DOWNSTREAM BULKHEAD SLOTDETAIL - UPSTREAM BULKHEAD SLOT
F M
M R
R S S -5
.d g n
T S
U L L
Y
C
N T
R O
L S
T R
U C
T U
R E
B U
L K
H E
A D S
L O
T S
K
H O
K E
N S
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
F6
SECTION - UPSTREAM BULKHEAD SLOT
SCALE: 1/4" = 1'-0"
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
S T P
A U
L D
IS
T R
IC
T
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
C/L PIER
FACE OF PIER
GRIND SMOOTH
" T
Y P
'-0
" M
IN
, T
Y P
L-TYPE ANCHOR BOLT
50 WELDABLE, GALVANIZED
1/2" DIA., ASTM F1554, GR
1' -0 " T
YP.
PLATE
GALVANIZED
3/8" ASTM A36
EL. 923.50
ARMORING
TOP OF NOSE
T Y
P
A N
C H
O R B
O L T
O C M
A X
A N
C H
O R B
O L T
O C M
A X
A N
C H
O R B
O L T
O C M
A X
A N
C H
O R B
O L T
O C M
A X
T Y
P
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
IZ
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
EL. 930.92
C.J. EL. 925.92
C.J. EL. 913.42
C.J. EL. 900.00
C.J. EL. 886.50
EL. 873.00
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg10:28:34 AM 11/15/2021
...\S03_FMM Red River Structure [FMMRRS-WRRDA14]\PED\Engineering & Design\CAD_BIM\_Sheets\FMMRRS_S-52
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
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
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
G E
D
N D 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
V D
8 1
A
.9
N O
S E A
R M
O R D
E T
A
IL
S
S-521
A N
S I
D F
M M
R R
S S -5
.d g n
A1
C3
T S
U L L
Y
P F
L E
M
IN
G
D P
E R
K
IN
S
SCALE: 1 1/2" = 1'-0"
SECTION - PIER NOSE ARMOR
SCALE: 1/4" = 1'-0"
ELEVATION - PIER NOSE ARMOR
0 4' 8'2'
1' 2'0 6"
P
IE
R K
H O
K E
N S
W E
S
R
O C
T O
B E
R
ADVERTISEMENT
S T P
A U
L D
IS
T R
IC
T
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
C3
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
IZ
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
CONTROL LINE EC
CONTROL LINE L
WEST ABUTMENT
EAST ABUTMENT
EAST PIER
WEST PIER
FOUNDATION
STRUCUTRE
CONTROL
BASIN
STILLING
RETAINING WALL
WEST DOWNSTREAM
RETAINING WALL
EAST DOWNSTREAM
WALL
APPROACH
EAST
WALL
APPROACH
WEST
APRON
APPROACH
FLOW
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg10:35:53 AM 11/15/2021
...\S03_FMM Red River Structure [FMMRRS-WRRDA14]\PED\Engineering & Design\CAD_BIM\_Sheets\FMMRRS_S-52
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
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
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
G E
D
N D 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
V D
8 1
A
.9
P L
A N V
IE
W
J O
IN
T L
A Y
O U
T
C O
N T
R O
L S
T R
U C
T U
R E
S-522
A N
S I
D F
M M
R R
S S -5
.d g n
A1
N O
R T
H
20' 40'0SCALE: 1" = 20'
P F
L E
M
IN
G
D P
E R
K
IN
S
T S
U L L
Y
K
H O
K E
N S
PLAN - JOINT LAYOUT
S T P
A U
L D
IS
T R
IC
T W
E
S
R
O C
T O
B E
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
S-523
A4
S-523
D4 S-400
E6
S-523
A1
S-523
C8
S-523
C8
S-523
A8
SB204
F1
S-523
F5
SR105
A5
S-523
F5
SS102
D6
SR105
A5
S-523
A1
SR105
C1
SR105
A1
| FMMRRS_S-400 |
| FMMRRS_S-506 |
| FMMRRS_S-521 |
| FMMRRS_S-522 |
| FMMRRS_SN502 |
| FMMRRS_ST501 |
File details come from the government source that posted it. Updated .