B.08._W912EE24B0018_Drawings.pdf
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- Solicitation number
- W912EE24B0018
About this file
This document is a set of drawings for the J. Bennett Johnston Waterway Construction General Opposite Alexandria Front Revetment contract (Solicitation No. W912EE24B0018). The work consists of constructing a longitudinal peaked stone toe dike (LPSTD) and capping out the Opposite Alexandria Front revetment on the Red River in Pineville, LA. Key details include:
The estimated period of performance for completion of construction is 90 calendar days. This is a firm fixed-price contract issued under NAICS code 237990, FSC code Y1PZ. It is a HUBZone small business set-aside. The official solicitation, plans, and specifications will be available free of charge by electronic posting only on the System for Award Management (SAM) website. Bids are due on 30 August 2024 by 14:30 PM CST. The Department of the Army Corps of Engineers, Vicksburg District is the federal agency issuing this solicitation.
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MMMM YYYY
W912EE-24-B-0018
J. BENNETT JOHNSTON WATERWAY
CONSTRUCTION GENERAL
OPPOSITE ALEXANDRIA FRONT REVETMENT
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G-001
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE
G-001 COVER SHEET
G-401 VICINITY MAP
C-101 PLAN AND PROFILE
C-301 CROSS SECTIONS - STA. 0+00 to STA. 5+00 C-302 CROSS SECTIONS - STA. 5+60 to STA. 10+00
C-303 CROSS SECTIONS - STA. 11+00
C-501 TYPICAL DETAILS
R-101 RIGHT OF WAY
INTERSTATE 49
PINEVILLE, LA
ALEXANDRIA, LA
FLO
W
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
RED RIVER
ALEXANDRIA FRONT REVETMENT AND DIKES
MAIN
S
TR
EET
RM 89
RM 88
RIVERSIDE DRIVE
WILLIAM LONG
MEMORIAL BRIDGE
OPPOSITE ALEXANDRIA FRONT REVETMENT
PINEVILLE LEVEE
BAYOU RAPIDES
PIN
EVILL
E E
XPRESSW
AY
LPSTD
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A1 VICINITY MAP
SCALE: 1"=500'
N
0 500' 1000'
© 20
M icr osoft C orporat ion ©
M axa r ©
CNES
(2
3)
Distr ibuti on A irb us
DS
FLOW
RED RIVER
0+
+3
+0
C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E
C /E
C /E
C /E
C/E C/E
C/E C/E C/E
C/E C/E
C/E C/E C/E C/E C/E C/E C/E
C /E
C /E
C /E
END CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING GROUND)
N=295989.60 E=3298932.47
BEGIN CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING DIKE)
N=296752.48 E=3298137.21
CENTERLINE OF 5 TONS/FT
LPSTD PLACED APPROX.
ALONG THE 45 FT.CONTOUR
BEGIN CONSTRUCTION OF LPSTD APPROX.
(TIE TO EXISTING REVETMENT)
N=295940.00 E=3299007.56
END CONSTRUCTION OF LPSTD
APPROX. (TIE TO EXISTING GROUND)
N=295761.07 E=3299361.20
E E
E E
E E
E E
E
CONSTRUCTION LIMITS
4+
.9
0+
1+
2+ 00 3+
00 4+
APPROX. LOCATION OF
STORM DISCHARGE PIPE
(DO NOT DISTURB)
OUTLET FOR PINEVILLE
WATER TREATMENT PLANT
(DO NOT DISTURB)
LOW POWER CABLE
APPROX. EL. = 128.5 FT
ADD APPROX. 2 FT STONE
ALONG LAND SIDE BRIDGE PIER
ADD APPROX. 5 FT STONE
ALONG CHANNEL SIDE
BRIDGE PIER
LOCATION OF BRIDGE PIER APPROX. AND
SHOULD BE DETERMINED BY CONTRACTOR
L2
L1 L3
PC
: 3
+1 7.
PC: 0
+6
9.0
PT
: 3
+2 7.
PT
: 2
+0 9.
0+
1+
2+ 00 3+
00 4+ 00 5+ 00 6+ 00 7+ 00 8+ 00 9+
+0
+0
+0
C2C1
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG DIKE CENTERLINE
-4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
ST
A.
+0
0.
EL
. 6
8.
ST
A.
1+
.0
EL
. 6 8.
EXISTING GROUND
SLOPE OF NATURAL REPOSE
APPROX. END OF EXISTING DIKE CONSTRUCTION
(TIE TO EXISTING GROUND)
APPROX. BEGINNING OF DIKE CONSTRUCTION
(TIE TO EXISTING DIKE)
CONSTRUCT 5' CROWN
PROPOSED GRADE
EXISTING BRIDGE PIER
(CONTRACTOR RESPONSIBLE FOR
DETERMINING EXACT LOCATION)
LINE / CURVE DATA: OPP AL FRONT REVETMENT ALIGN
LINE / CURVE
NUMBER
L1
C1
L2
C2
L3
START / PC
STATION
0+00.00
0+69.08
2+09.48
3+17.67
3+27.55
START / PC
NORTHING
EASTING
296,752.48 3,298,137.21
296,683.95 3,298,145.86
296,566.20 3,298,215.07
296,502.14 3,298,302.25
296,496.10 3,298,310.07
LINE / CURVE
LENGTH
69.08'
140.40'
108.19'
9.88'
872.45'
LINE / CHORD
DIRECTION
172° 48' 15.4"
149° 33' 18.6"
126° 18' 21.8"
127° 43' 19.0"
129° 08' 16.1"
END / PT
STATION
0+69.08
2+09.48
3+17.67
3+27.55
12+00.00
END / PT
NORTHING
EASTING
296,683.95 3,298,145.86
296,566.20 3,298,215.07
296,502.14 3,298,302.25
296,496.10 3,298,310.07
295,945.42 3,298,986.77
CURVE
RADIUS
173.00'
200.00'
PI STATION
1+43.41
3+22.61
TANGENT
LENGTH
74.32'
4.94'
DELTA
46° 29' 53.5"
2° 49' 54.2"
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PL
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1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2023.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO 1V:1.5H.
4. SEE SHEET C-501 FOR TYPICAL DETAILS FOR STONE REVETMENT. SEE SHEET C-502 FOR
TYPICAL DETAILS FOR LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD).
5. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA, NORTH, NAD83(HARN).
6. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
7. PROFILE STATIONING IS CUT ALONG THE DIKE CENTERLINE.
8. BEGINNING AND ENDING OF WORK MAY CHANGE AFTER REVIEW OF THE
PRE-CONSTRUCTION SURVEY.
9. NO CONSTRUCTION MATERIALS OR HEAVY EQUIPMENT SHOULD BE PLACED ON TOP BANK.
OVERLAND TEMPORARY ACCESS EASEMENT IS MEANT FOR QC/QA PURPOSES ONLY.
10. LOW STEEL EL.OF WILLIAM LONG MEMORIAL BRIDGE = 104.0 FT (CLOSED); 128.5 FT (OPEN);
SOURCED FROM 2010 NAVIGATION CHARTS
11. ALL LOCATIONS OF UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN SURVEYED
NOTES
LEGEND
"B" STONE
DIKE CENTERLINE
DIKE TOE
C/E TEMPORARY EASEMENT
BRIDGE PIER
LIGHT POLE
WATER TREATMENT PLANT OUTLET
POWER POLE
E E POWER CABLE
"C" STONE
STORM DISCHARGE PIPE
D1 PLAN VIEW
SCALE: 1"=100'
N
A1 PROFILE VIEW
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=5'
100' 200'0
100' 200'00 5' 10'
EL
EV
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N
ELEVATIO
N
STA 0+00
0 20 40 60 80 1000-20-40-60
EL
EV
AT
IO
N
ELEVATIO
N
STA 1+00
0 20 40 60 80 1000-20-40-60
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
EL
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N
ELEVATIO
N
STA 2+00
0 20 40 60 80 1000-20-40-60
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
EL
EV
AT
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N
ELEVATIO
N
STA 3+00
0 20 40 60 80 1000-20-40-60
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
EL
EV
AT
IO
N
ELEVATIO
N
STA 4+00
0 20 40 60 80 1000-20-40-60
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
EL
EV
AT
IO
N
ELEVATIO
N
STA 5+00
0 20 40 60 80 1000-20-40-60
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
1V:1.5H 1V:1.5H 1V:1.5H
1V:1.5H
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AS ADVERTISED
C-301
C R
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S
EC
TI
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- S
TA
. 0 +0
TO
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. 5 +0
T.
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1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2023.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO 1V:1.5H.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
BRIDGE PIER
EXISTING GROUND
PROPOSED DIKE
A1 CROSS SECTIONS - STA. 0+00 TO STA. 5+00
SCALE: 1"=20' 20' 40'0
AT
IO
N
ELEVATIO
N
STA 6+00
0 20 40 60 80 1000-20-40-60
EL
EV
AT
IO
N
ELEVATIO
N
STA 7+00
0 20 40 60 80 1000-20-40-60
EL
EV
AT
IO
N
ELEVATIO
N
STA 8+00
0 20 40 60 80 1000-20-40-60
EL
EV
AT
IO
N
ELEVATIO
N
STA 9+00
0 20 40 60 80 1000-20-40-60
EL
EV
AT
IO
N
ELEVATIO
N
STA 10+00
0 20 40 60 80 1000-20-40-60
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
CENTERLINE OF DIKE
5' CROWN
EL
EV
AT
IO
N
ELEVATIO
N
STA 5+60
0 20 40 60 80 1000-20-40-60
1V:1.5H
1V:1.5HAPPROX. 2 FT OF
STONE PLACED ALONG
BRIDGE PIER
APPROX. 5 FT OF
STONE PLACED ALONG
BRIDGE PIER
APPROX. LOCATION OF BRIDGE PIER
(CONTRACTOR RESPONSIBLE FOR
DETERMINING EXACT LOCATION)
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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U .S
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AS ADVERTISED
C-302
C R
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S
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TI
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N S
- S
TA
. 5 +6
TO
S
TA
. 1 0+
T.
H
AS
SE
LL
, P
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C . C
U
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AS
A.
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AL
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D . W
AL
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C E, P .E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2023.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO 1V:1.5H.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
BRIDGE PIER
EXISTING GROUND
PROPOSED DIKE
A1 CROSS SECTIONS - STA. 5+60 TO STA. 10+00
AT
IO
N
ELEVATIO
N
STA 11+00
0 20 40 60 80 1000-20-40-60
5' CROWN
CENTERLINE OF DIKE
1V:1.5H 1V:1.5H
1V:1.5H 1V:1.5H
SO
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SHEET ID
B
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US Army Corps of Engineers
U .S
. A R
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C-303
C R
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SS
S
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TI
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N S
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. 1 1+
T.
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1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2023.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO 1V:1.5H.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
NOTES
LEGEND
"B" STONE
BRIDGE PIER
EXISTING GROUND
PROPOSED DIKE
A1 CROSS SECTIONS - STA. 11+00
5' CROWN
EXISTING GROUND
CENTERLINE
OF DIKE
SLOPE = 1V:1.5H
DISTANCE VARIES
D
IS
TA
N
C E
VA
R
IE
S
ELEV. 68'
"B" STONE
EXISTING GROUND
CENTERLINE
OF DIKE
SLOPE = 1V:1.5H
"B" STONE
EXISTING GROUND
CENTERLINE
OF DIKE
SLOPE = 1V:1.5H
"B" STONE
EXISTING GROUND
CENTERLINE OF LPSTD
PLACED AT 5 TONS/FT
SLOPE = 1V:1.5H
"C" STONE
DISTANCE VARIES
D
IS
TA
N
C E
VA
R
IE
S
APPROX. EL. = 45'
SO
LI
C
IT
AT
IO
N N
O
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B
Y:
D
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C R
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D B
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D
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D
B Y:
D R
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N
B Y:
IS
SU
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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
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PS
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-B
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AS ADVERTISED
C-501
TY
PI
C
AL
D
ET
AI
LS
T.
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AS
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C . C
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D . W
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.D3 TYPICAL DETAIL - LONGITUDINAL PEAKED STONE TOE DIKE
SCALE: 1"=5'
A3 TYPICAL DETAIL - OPPOSITE ALEXANDRIA FRONT REVETMENT
SCALE: 1"=10'
0 5' 10'
LEGEND
"B" STONE
"C" STONE
0 10' 20'
C/EC/EC/EC/EC/EC/E
C /E
C/E C/E
C/E C/E C/E C/E
C /E
R1 N=295728.25 E=3299607.21
R2 N=295410.80 E=3299260.53R3
N=295943.77 E=3298676.97R4
N=296490.46 E=3298044.65
R5 N=296640.55
E=3297891.20
R6 N=296744.15
E=3297776.09
R11 N=297048.75
E=3298080.43
R12 N=296954.20 E=3298185.49
R13 N=296786.58 E=3298287.46
R14 N=296581.40 E=3298537.75
R15 N=296271.65 E=3298955.20
RED RIVER
FLOW
RIGHT OF ENTRY BOUNDARY
RIVERSIDE DRIVE
M
AI
N
ST
RE
ET
PINEVILLE, LA
ALEXANDRIA, LA
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
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A
M
AR
K
SI
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SU
BM
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D B
Y:
D
AT
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C O
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N O
C
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D
B Y:
D R
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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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
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AT
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W
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AS ADVERTISED
R-101
R
IG
H T
O F
W
AY
T.
H
AS
SE
LL
, P
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C . C
U
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AS
A.
V
AL
LE
S, P
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D . W
AL
LA
C E, P .E
400'0 200'
N
A1 RIGHT OF WAY
SCALE: 1"=200'
| Sheets and Views |
| G-001 COVER SHEET |
| Sheet 1 |
| G-401 VICINITY MAP |
| Sheet 1 |
| C-101 PLAN AND PROFILE |
| Sheet 1 |
| C-301 CROSS SECTIONS - STA. 0+00 to STA. 5+00 |
| Sheet 1 |
| C-302 CROSS SECTIONS - STA. 5+60 to STA. 10+00 |
| Sheet 1 |
| CROSS SECTIONS - STA. 11+00 |
| Sheet 1 |
| C-501 TYPICAL DETAILS |
| Sheet 1 |
| R-101 RIGHT OF WAY |
| Sheet 1 |
File details come from the government source that posted it. Updated .