Plans_Solicitation_W912EE24B0003_Alexandria_Front_Dikes.pdf
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- Solicitation number
- W912EE24B0003
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This document package includes construction drawings and specifications for the degradation of Alexandria Front Dikes 4 and 5 along the J. Bennett Johnston Waterway in Louisiana. The U.S. Army Corps of Engineers Vicksburg District is soliciting bids under solicitation number W912EE24B0003 for degradation construction work on the two dikes. Drawings G-001 through G-402 provide location information and existing conditions for the project site. Drawings C-101 and C-102 show the plan and profile views for the degradation work required on Dikes 4 and 5, including notes on coordinate systems, construction controls, and specifications for spreading degraded stone below an elevation of 35. The solicitation opening date is not provided. Bidders should adhere to all technical requirements and notes provided in the construction drawings when submitting responses to the solicitation.
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| File | Type | Posted |
|---|---|---|
| Official_Bid_Abstract_24B0003.pdf | ||
| Solicitation_W912EE24B0003_Alexandria_Front_Dikes.pdf |
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Text version
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-24-B-0003
W912EE-24-C-XXXX
OCTOBER 2023
J. BENNETT JOHNSTON WATERWAY
CONSTRUCTION GENERAL
ALEXANDRIA FRONT DIKES DEGRADATION
SO
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C
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N N
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B
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D
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C R
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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G-001
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INDEX TO DRAWINGS
SHEET SHEET TITLE 1 SHEET TITLE 2
G-001 COVER SHEET
G-401 VICINITY MAP
C-101 ALEXANDRIA FRONT DIKE DEGRADATION DIKE 4 PLAN AND PROFILE
C-102 ALEXANDRIA FRONT DIKE DEGRADATION DIKE 5 PLAN AND PROFILE
ALEXANDRIA FRONT DIKE 4
ALEXANDRIA FRONT DIKE 5 LO
UIS
IA
NA
HIG
HW
AY
RED RIVERFLOW
US HIGHW
AY 49
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B Y:
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B Y:
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SHEET ID
B
C
D
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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
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EN
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IN
EE
R S
AN
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D
W
2E E-
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W
2E E-
YY
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-X
XX
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M M
M M
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Y
VI
C
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BU
R G
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C
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G-401
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A1 ALEXANDRIA FRONT DIKE DEGRADATION - VICINITY MAP
SCALE: 1" = 400'
N
0+00 1+00 2+00 3+00 4+00 4+50
BP
: 0
+0 0.
EP
: 4
+5 0.
N: 296405.50 E: 3297365.25
N: 296745.79 E: 3297659.70
35 35
20 20
45 50
65 70
80 8585 85
859095
20 20
2530354045
50 50 50
859095
STONE TO BE DRUG OFF
EL
EV
AT
IO
N
ELEVATIO
N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
0.00%
-25.00%
ST
A.
+0
0.
EL
. 3
5.
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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IN
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AN
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D
W
2E E-
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M M
M M
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C-101
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F R
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T D
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PL
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P R
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D . H
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D . W
AL
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C E, P .E
1. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
2. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, HARN
2011.
3. VERTICAL REFERENCE SYSTEM: NAVD 88
4. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
5. DEGRADED STONE SHALL BE SPREAD AS EVENLY AS POSSIBLE ON THE
DOWNSTREAM SLOPE OF THE DIKE AND SHALL NOT EXCEED AND ELEVATION
OF 35.
NOTES
LEGEND
AREA TO BE DEGRADED
D1 ALEXANDRIA FRONT DIKE 4 DEGRADATION PLAN
SCALE: 1"=50' 50' 100'0
N
A1 ALEXANDRIA FRONT DIKE 4 DEGRADATION PROFILE
HORIZONTAL SCALE: 1"=50' 50' 100'0
VERTICAL SCALE: 1" = 10'
0+00 1+00 2+00 3+00 4+00
BP
: 0
+0 0.
EP
: 4
+0 0.
N: 296234.18 E: 3297692.11
N: 296549.06 E: 3297938.79
454545
45 50
1515 2020
25 3030 35
4045 45 505055
656565 70
859095
STONE TO BE DRUG OFF
STONE TO BE DRUG OFF
EL
EV
AT
IO
N
ELEVATIO
N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
-25.00%
0.00%
ST
A.
+6
0.
EL
. 3
5.
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D B
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D
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B Y:
IS
SU
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SHEET ID
B
C
D
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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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
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M M
M M
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Y
VI
C
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BU
R G
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B
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W
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BCOES REVIEW BACKCHECK
C-102
AL
EX
AN
D
R
IA
F R
O N
T D
IK
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PL
AN
A
N D
P R
O
FI
LE
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
2. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, HARN
2011.
3. VERTICAL REFERENCE SYSTEM: NAVD 88
4. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
5. DEGRADED STONE SHALL BE SPREAD AS EVENLY AS POSSIBLE ON THE
DOWNSTREAM SLOPE OF THE DIKE AND SHALL NOT EXCEED AND ELEVATION
OF 35.
NOTES
LEGEND
AREA TO BE DEGRADED
D1 ALEXANDRIA FRONT DIKE 5 DEGRADATION PLAN
SCALE: 1" = 50' 50' 100'0
N
A1 ALEXANDRIA FRONT DIKE 5 DEGRADATION PROFILE
HORIZONTAL SCALE: 1" = 50' 50' 100'0
VERTICAL SCALE: 1" = 10'
| Sheets and Views |
| G-001 |
| Sheet 1 |
| G-401 |
| Sheet 1 |
| C-101 |
| Sheet 1 |
| C-102 |
| Sheet 1 |
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