A.02.RR-LD2_Solicitation_Plans.pdf
PDF 2 MB Posted
- Solicitation number
- W912EE25BA011
About this file
These are solicitation plans for a U.S. Army Corps of Engineers construction project at the J. Bennett Johnston Waterway, specifically for the Lower Approach to Lock and Dam 2. The project involves constructing a longitudinal stone revetment to fill existing scour, with primary work including mobilization, delivering, and placing Graded Stone "B". The contract is a total small business set-aside under NAICS Code 237990, with an estimated project value between $5-10 million and a 142-calendar day completion period.
The technical documents include seven sheets detailing project specifics: a cover sheet, plan and profile views, cross-sections at various stations (0+00 to 12+00), typical construction details, and a right-of-way map. The project is located in Rapides Parish, Louisiana, and will involve stone placement along the river approach with varying crown widths (20' to 40') and a consistent 1V:1.5H slope. The solicitation number is W912EE-25-B-A011, with bid opening scheduled for August 28, 2025, at 1400 Central Time, and is being administered by the U.S. Army Corps of Engineers Vicksburg District.
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Other files
| File | Type | Posted |
|---|---|---|
| B.01.Official Bid Abstract.pdf | ||
| B.08.Solicitation - W912EE25BA011.pdf |
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Text version
LONGITUDINAL STONE REVETMENT
JOHN H. OVERTON
LOCK AND DAM 2
RAPIDES PARISH
RYLAND FERRY ROAD
TRULEY WHITE ROAD
RED RIVER
FLOW
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MMMM YYYY
W912EE-25-B-A011
J. BENNETT JOHNSTON WATERWAY
CONSTRUCTION GENERAL
LOWER APPROACH TO LOCK AND DAM 2
LONGITUDINAL STONE REVETMENT
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE 1 SHEET TITLE 2
G-001 COVER SHEET
C-101 PLAN AND PROFILE
C-301 CROSS SECTIONS STA. 0+00 TO STA. 4+00
C-302 CROSS SECTIONS STA. 5+00 TO STA. 10+00
C-303 CROSS SECTIONS STA. 11+00 TO STA. 12+00
C-501 TYPICAL DETAILS
R-101 RIGHT OF WAY
N
EL
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N
ELEVATIO
N
STATIONING ALONG NEW DIKE CENTERLINE
-30
-20
-10
-30
-20
-10
-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00
ST
A.
+4
3.
EL
. 3
0.
ST
A.
+0
0.
EL
. 3
0.
ST
A.
+4
0.
EL
. 1
3.
ST
A.
1+
.0
EL
. 1 3.
Horizontal
Horizontal
1V:20H
1V:10H
APPROX. BEGINNING OF
DIKE CONSTRUCTION
(TIE TO EXISTING BANK PAVING)
APPROX. END OF
DIKE CONSTRUCTION
(TIE TO EXISTING GROUND)
CONSTRUCT 20' CROWN CONSTRUCT 40' CROWNTRANSITION
NORMAL POOL EL. 40.00
LINE / CURVE DATA: LONGITUDINAL STONE REVETMENT
LINE / CURVE
NUMBER
L1
C1
L2
START / PC
STATION
0+00.00
1+42.67
3+69.94
START / PC
NORTHING EASTING
248931.69 3347222.63
249027.61 3347328.25
249063.84 3347540.41
LINE / CURVE
LENGTH
142.67
227.27
880.54
LINE / CHORD
DIRECTION
047° 45' 20.63"
080° 18' 32.87"
112° 51' 45.11"
END / PT
STATION
1+42.67
3+69.94
12+50.48
END / PT
NORTHING EASTING
249027.61 3347328.25
249063.84 3347540.41
248721.73 3348351.78
CURVE RADIUS
200.00'
PI STATION
2+70.35
TANGENT LENGTH
127.68
DELTA
065.11
-10
-10
-10
-10
30 30
BP: 0+00.00
PC: 1+42.67 PT
: 3
+6 9.
EP
: 1
2+
.4
FLOW
RED RIVER
0+00
1+00
2+00
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+5
0.
EXISTING STONE ABUTMENT
(DO NOT DISTURB)
TRANSITION
CONSTRUCT 20' CROWN WIDTH
BEGIN CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING BANK PAVING)
N: 248965.52 E: 3347259.44
END CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING GROUND)
N: 248751.66 E: 3348280.80
BP: 0+00.00
PC: 1+42.67 PT
: 3
+6 9.
EP
: 1
2+
.4
CONSTRUCT 40' CROWN WIDTH
0+00
1+00
2+00
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+5
0.
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C1
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1. ALL UNITS ARE IN U.S. SURVEY FEET.
2. SLOPE OF NATURAL REPOSE IS APPROXIMATELY 1V:1.5H.
3. SEE SHEET C-501 FOR TYPICAL DETAILS FOR LONGITUDINAL STONE
REVETMENT.
4. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA, NORTH,
NAD83 (HARN).
5. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
6. PROFILE STATIONING IS CUT ALONG THE DIKE CENTERLINE.
7. BEGINNING AND ENDING OF WORK MAY CHANGE AFTER REVIEW OF THE
PRE-CONSTRUCTION SURVEY.
NOTES
LEGEND
"B" STONE
DIKE CENTERLINE
DIKE LIMITS
DIKE CROWN
EXISTING GROUND
D1 PLAN VIEW
SCALE: 1"=100'
N
A1 PROFILE VIEW
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
100' 200'0
0 10' 20'
STA 1+00
0 50 1000-50-100
STA 2+00
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-10
-10
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DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
40' CROWN
38.8' TRANS. CROWN
20' CROWN
20' CROWN
29' TRANS. CROWN
STA 0+00
0 50 1000-50-100
NO WORK
EL. 30.00EL. 20.00
EL. 30.00
EL. 25.00
EL. 30.00
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
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2. ELEVATIONS ARE IN N.A.V.D. 88 VERTICAL DATUM.
3. SLOPE OF NATURAL REPOSE IS APPROXIMATELY 1V:1.5H.
4. SEE SHEET C-501 FOR TYPICAL DETAILS.
5. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
EXISTING GROUND
DIKE CENTERLINE
VERTICAL SCALE: 1"=20'
A1 CROSS SECTIONS - STA. 0+00 TO STA. 4+00
HORIZONTAL SCALE: 1"=20' 20' 40'0
STA 5+00
-30
-20
-10
-30
-20
-10
0 50 1000-50-100
STA 6+00
-30
-20
-10
-30
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0 50 1000-50-100
STA 7+00
-30
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-30
-20
-10
0 50 1000-50-100
STA 8+00
-30
-20
-10
-30
-20
-10
0 50 1000-50-100
STA 9+00
-30
-20
-10
-30
-20
-10
0 50 1000-50-100
STA 10+00
-30
-20
-10
-30
-20
-10
0 50 1000-50-100
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
40' CROWN
40' CROWN
40' CROWN 40' CROWN
40' CROWN
40' CROWN
EL. 13.00
EL. 13.00
EL. 13.00
EL. 15.00
EL. 13.00
EL. 13.00
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
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2. ELEVATIONS ARE IN N.A.V.D. 88 VERTICAL DATUM.
3. SLOPE OF NATURAL REPOSE IS APPROXIMATELY 1V:1.5H.
4. SEE SHEET C-501 FOR TYPICAL DETAILS.
5. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
EXISTING GROUND
DIKE CENTERLINE
A1 CROSS SECTIONS - STA. 5+00 TO STA. 10+00
VERTICAL SCALE: 1"=20'
STA 11+00
-30
-20
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-30
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-10
0 50 1000-50-100
DIKE CENTERLINE
40' CROWN
STA 12+00
-30
-20
-10
-30
-20
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0 50 1000-50-100
NO WORK
1V:1.5H 1V:1.5H 1V:1.5H
EL. 13.00
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2. ELEVATIONS ARE IN N.A.V.D. 88 VERTICAL DATUM.
3. SLOPE OF NATURAL REPOSE IS APPROXIMATELY 1V:1.5H.
4. SEE SHEET C-501 FOR TYPICAL DETAILS.
5. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
EXISTING GROUND
DIKE CENTERLINE
A1 CROSS SECTIONS - STA. 11+00 TO STA. 12+00
VERTICAL SCALE: 1"=20'
40' CROWN
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
20' CROWN
DISTANCE VARIES
DISTANCE VARIES
DISTANCE VARIES
H
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-1V:1.5H 1V:1.5H
-1V:1.5H
-1V:1.5H
1V:1.5H
1V:1.5H
EL. VARIES
EL. 13'
EL. 30'
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C-501
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LEGEND
"B" STONE
EXISTING GROUND
20' 40'0A2 TYPICAL DETAIL - 20' CROWN
SCALE: 1"=20'
C2 TYPICAL DETAIL - TRANSITIONAL CROWN
SCALE: 1"=20'
E2 TYPICAL DETAIL - 40' CROWN
SCALE: 1"=20'
20' 40'0
20' 40'0
JOHN H. OVERTON
LOCK AND DAM 2
RED RIVER
R/ W
R/W
R/W
R/W
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R/ W
R/ W
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RAPIDES PARISH
N: 249337.83 E: 3347314.42
N: 248950.30 E: 3347143.12
(APPROX. WATER'S EDGE)
N: 248854.08 E: 3348463.00
N: 248337.64 E: 3348237.62
(APPROX. WATER'S EDGE)
HOG LAKE REVETMENT
HOG LA
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400'0 200'A1 RIGHT OF WAY
SCALE: 1"=200'
| Sheets and Views |
| Cover Sheet |
| Plan and Profile |
| C-301 |
| C-302 |
| C-303 |
| Typical Details |
| Right of Way |
File details come from the government source that posted it. Updated .