Drawings_Solicitation_W912EE24B0005.pdf
PDF 4 MB Posted
- Solicitation number
- W912EE24B0005
About this file
This document package includes drawings and specifications for an articulated concrete mattress casting solicitation. The solicitation number is W912EE24B0005 and is being issued by the Department of the Army Corps of Engineers Vicksburg District for casting operations at the Delta, Louisiana site along the Mississippi River at mile 438.0. The work includes furnishing all labor, materials, equipment and incidentals to cast approximately 179,502 squares of articulated concrete mattress. The drawings show the field layout, typical sections and details. Specifications cover stormwater pollution prevention plans and notes regarding the existing mattress inventory and row layout patterns. The contractor will be responsible for casting operations and have use of the designated work and storage areas at the Delta Point casting field location.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Official_Bid_Abstract_24B0005.pdf | ||
| AM0001_Solicitation_W912EE24B0005.pdf | ||
| Solicitation_W912EE24B0005.pdf |
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
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:23:51 PM 11/16/2023 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Mat Casting/Articulated Concrete Mattress Casting FY 24/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD
A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
G-001
VICKSBURG DISTRICT
C O
V E
R S
H E
E T
D E
L T
A L
A
M A
D
IS
O N P
A R
IS
H
R M
.0 -R A .H .P
DELTA, LA, MADISON PARISH, RM 438.0-R A.H.P.
Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
R
T
IC
U L
A T
E D C
O N
C R
E T
E M
A T
T R
E S
S C
A S
T
IN
G
F C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
ARTICULATED CONCRETE MATTRESS CASTING
FC/MR&T, CHANNEL IMPROVEMENT
C
C O
R N
E L
IU
S
C
C O
R N
E L
IU
S
T B
D
TBD
T B
D
TBD
A
V A
L L E
S P .E
W E
E
B
W912EE24B0005
LOUISIANA
MADISON PARISH
DELTA POINT
CASTING FIELD
MISSISSIPPI
WARREN COUNTY
VICKSBURG
MISSISSIPPI
RIVERFLOW
I-20
I-20
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
4B
TB
D
VI
C
KS
BU
R G
, M
IS
SI
SS
IP
PI
R
IV
ER
S
TA
BI
LI
ZA
TI
O
N S
EC
TI
O N
VI
C
KS
BU
R G
D
IS
TR
IC
T
AR
TI
C
U
LA
TE
D
C O
N C
R
ET
E M
AT
TR
ES
S
C
AS
TI
N
G
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T D
EL
TA
, L A, M
AD
IS
O
N P
AR
IS
H , R
M
.0
-R A
.H .P
G-002
G
EN
ER
AL
M
AP
D
EL
TA
C
AS
TI
N G
F
IE
LD
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
AutoCAD SHX Text N
AutoCAD SHX Text 46.83
AutoCAD SHX Text
HORIZONTAL CLEARANCE:
AutoCAD SHX Text
800 FT. MAIN (CHANNEL)
AutoCAD SHX Text
VERTICAL CLEARANCE:
AutoCAD SHX Text
116.3 FT. ABOVE ZERO OF
AutoCAD SHX Text
VICKSBURG GAGE ( ZERO = 46.2 NGVD)
AutoCAD SHX Text
MISSISSIPPI RIVER MILE 435.8
AutoCAD SHX Text
RR & U.S. 80 HWY
AutoCAD SHX Text
WEST
AutoCAD SHX Text
EAST
AutoCAD SHX Text
VERTICAL CLEARANCE:
AutoCAD SHX Text
116.2 FT. ABOVE ZERO OF
AutoCAD SHX Text
VICKSBURG GAGE ( ZERO = 46.2 NGVD)
AutoCAD SHX Text
WEST
AutoCAD SHX Text
EAST
AutoCAD SHX Text
HORIZONTAL CLEARANCE:
AutoCAD SHX Text
846 FT. MAIN (CHANNEL)
AutoCAD SHX Text
MISSISSIPPI RIVER MILE 435.7
AutoCAD SHX Text 46.83
AutoCAD SHX Text
AutoCAD SHX Text
L.W.R.P. = 46.83 NGVD
AutoCAD SHX Text or 0.6 FT. on Vicksburg Gage
AutoCAD SHX Text 162.4
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
LOCATION OF WORK
AutoCAD SHX Text N
AutoCAD SHX Text
LOUISIANA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2000FT
AutoCAD SHX Text
SCALE
R/W
R/W
R/W
R /W
R /W
R /W
R /W
R/W
R/W
R/WR/
W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R /W
R /W
R /W
R
/W CONTRACTOR'S WORK
AND STORAGE AREA
MATTRESS LOADING AREA RESERVED
FOR GOVERNMENT OPERATIONS
DELTA POINT REVETMENT
MISSISSIPPI RIVERFLOW
DELTA POINT DIKE 3A
D
EL
TA
P
O
IN
T D
IK
E
D
EL
TA
P
O
IN
T D
IK
E
DELTA, LA.
RIGHT OF WAY LIMITS
RIGHT OF WAY LIMITS
LABORATORY BUILDING
AGGREGATE
RESURFACING
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
4B
TB
D
VI
C
KS
BU
R G
, M
IS
SI
SS
IP
PI
R
IV
ER
S
TA
BI
LI
ZA
TI
O
N S
EC
TI
O N
VI
C
KS
BU
R G
D
IS
TR
IC
T
AR
TI
C
U
LA
TE
D
C O
N C
R
ET
E M
AT
TR
ES
S
C
AS
TI
N
G
FC
/M R
&T ,C
H
AN
N
EL
IM
PR
O
VE
M
EN
T D
EL
TA
, L A, M
AD
IS
O
N P
AR
IS
H , R
M
.0
-R A
.H .P
C-101
FI
EL
D L
AY
O
U T
D
EL
TA
C
AS
TI
N G
F
IE
LD
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
AutoCAD SHX Text
18 FORMS
AutoCAD SHX Text
20 FORMS
AutoCAD SHX Text
24 FORMS
AutoCAD SHX Text
25 FORMS
AutoCAD SHX Text
27 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
28 FORMS
AutoCAD SHX Text
29 FORMS
AutoCAD SHX Text
50 FORMS
AutoCAD SHX Text
49 FORMS
AutoCAD SHX Text
48 FORMS
AutoCAD SHX Text
47 FORMS
AutoCAD SHX Text
46 FORMS
AutoCAD SHX Text
45 FORMS
AutoCAD SHX Text
45 FORMS
AutoCAD SHX Text
44 FORMS
AutoCAD SHX Text
44 FORMS
AutoCAD SHX Text
43 FORMS
AutoCAD SHX Text
7 ROWS
AutoCAD SHX Text
2 ROWS
AutoCAD SHX Text
23 FORMS
AutoCAD SHX Text
23 FORMS
AutoCAD SHX Text
24 FORMS
AutoCAD SHX Text
25 FORMS
AutoCAD SHX Text
26 FORMS
AutoCAD SHX Text
27 FORMS
AutoCAD SHX Text
28 FORMS
AutoCAD SHX Text
29 FORMS
AutoCAD SHX Text
50' ROADWAY
AutoCAD SHX Text
70' ROADWAY
AutoCAD SHX Text
30' LANE
AutoCAD SHX Text
22' LANE
AutoCAD SHX Text
23' LANE
AutoCAD SHX Text
21' LANE
AutoCAD SHX Text
23' LANE
AutoCAD SHX Text
22' LANE
AutoCAD SHX Text
22' LANE
AutoCAD SHX Text
22' LANE
AutoCAD SHX Text
30' LANE
AutoCAD SHX Text
21' LANE
AutoCAD SHX Text
30' LANE
AutoCAD SHX Text
70' ROADWAY
AutoCAD SHX Text
70' ROADWAY
AutoCAD SHX Text
50' ROADWAY
AutoCAD SHX Text
50' ROADWAY
AutoCAD SHX Text
51 FORMS
AutoCAD SHX Text
51 FORMS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
10 ROWS
AutoCAD SHX Text
13 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
10 ROWS
AutoCAD SHX Text
13 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
19 FORMS
AutoCAD SHX Text
28 FORMS
AutoCAD SHX Text
30 FORMS
AutoCAD SHX Text
29 FORMS
AutoCAD SHX Text
18 FORMS
AutoCAD SHX Text
17 FORMS
AutoCAD SHX Text
2 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
13 ROWS
AutoCAD SHX Text
10 ROWS
AutoCAD SHX Text
12 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
11 ROWS
AutoCAD SHX Text
DATE OF PHOTO - 14 NOV. 92
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text N
AutoCAD SHX Text
FORMS AVAILABLE - 1,300 ONE PIECE
AutoCAD SHX Text
1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT. 2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON THE ABOVE DRAWING.
AutoCAD SHX Text
CAPACITY OF FIELD - 179,502 SQS.
AutoCAD SHX Text
DATE OF PHOTO - 14 NOV. 92
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
FORMS AVAILABLE - 1,300 ONE PIECE
AutoCAD SHX Text
1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT. 2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON THE ABOVE DRAWING.
CAPACITY OF FIELD - 179,502 SQS.
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:23:21 PM 11/16/2023 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Mat Casting/Articulated Concrete Mattress Casting FY 24/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD
S
W A
L L
A C
E P .E
A N
D T
Y P
IC
A L D
E T
A
IL
S
S T
A N
D A
R D L
A Y
O U
T
C-501
A R
T
IC
U L
A T
E D C
O N
C R
E T
E M
A T
T R
E S
S C
A S
T
IN
G
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T F
C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
D E
L T
A L
A
M A
D
IS
O N P
A R
IS
H
R M
.0 -R A .H .P
C
C O
R N
E L
IU
S
C
C O
R N
E L
IU
S T
B D
T B
D A
V A
L L E
S P
E
E
B
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:23:36 PM 11/16/2023 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Mat Casting/Articulated Concrete Mattress Casting FY 24/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD
S
W A
L L
A C
E P .E
T Y
P
IC
A L S
E C
T
IO
N S
C-502
A R
T
IC
U L
A T
E D C
O N
C R
E T
E M
A T
T R
E S
S C
A S
T
IN
G
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T F
C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
D E
L T
A L
A
M A
D
IS
O N P
A R
IS
H
R M
.0 -R A .H .P
C
C O
R N
E L
IU
S
C
C O
R N
E L
IU
S T
B D
T B
D A
V A
L L E
S P
E
E
B
DELTA, LA.
MISSISSIPPI RIVER
DELTA POINT REVETMENT FLOW
FLOW
WIRE MESH STORAGE AREA
CONCRETE FLUME
OUTFALL #4
ONE PIECE FORM
STORAGE AREA
WIRE MESH STORAGE AREA
OUTFALL #5
DROP INLET
APX. 24" DIA.
CONCRETE FLUME
OUTFALL #6
OUTFALL #7
OUTFALL #8
ONE PIECE FORM
STORAGE AREA
OUTFALL #9
OUTFALL #10
DINING HALL
OFFICE
MAINT.
SHOP
OUTFALL #12
OUTFALL #11
NO WORK AREA OUTFALL #1
NO WORK AREA
OUTFALL #2
OUTFALL #3
DELTA POINT DIKE 3A
D
EL
TA
P
O
IN
T D
IK
E
D
EL
TA
P
O
IN
T D
IK
E
MATTRESS LOADING
AREA
DIRECTION OF DRAINAGE
CONTRACTOR'S WORK
AND STORAGE AREA
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
4B
TB
D
VI
C
KS
BU
R G
, M
IS
SI
SS
IP
PI
R
IV
ER
S
TA
BI
LI
ZA
TI
O
N S
EC
TI
O N
VI
C
KS
BU
R G
D
IS
TR
IC
T
AR
TI
C
U
LA
TE
D
C O
N C
R
ET
E M
AT
TR
ES
S
C
AS
TI
N
G
FC
/M R
&T ,C
H
AN
N
EL
IM
PR
O
VE
M
EN
T D
EL
TA
, L A, M
AD
IS
O
N P
AR
IS
H , R
M
.0
-R A
.H .P
X-501
ST
O
R M
W
AT
ER
P
O
LL
U
TI
O N
P R
EV
EN
TI
O
N P
LA
N
TY
PI
C
AL
D
ET
AI
LS
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text N
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
| ACM24_C-501 |
| ACM24_C-502 |
| ACM24_G-001 |
| fldlayout_redux.pdf |
| Sheets and Views |
| fldlayout_redux-field layout |
| FY24 ACM General Map-General Map |
| Sheet 1 |
swppp-SWPP
File details come from the government source that posted it. Updated .