B.08.a.W912EE24B0018-0001 DRAWINGS.pdf
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- Solicitation number
- W912EE24B0018
About this file
This document contains the drawings for the J. Bennett Johnston Waterway Construction General Opposite Alexandria Front Revetment project, Solicitation Number W912EE24B0018, issued by the U.S. Army Corps of Engineers, Vicksburg District.
The project consists of furnishing all necessary plant, labor, materials, and equipment to construct a longitudinal peaked stone toe dike and cap the Opposite Alexandria Front revetment on the Red River in Pineville, Louisiana. The estimated period of performance for construction is 90 calendar days from the Notice to Proceed. This is a Firm Fixed-Price contract under NAICS code 237990, set aside for HUBZone Small Businesses. The solicitation will be available for download on the SAM.gov website, with bids due by 14:30 PM CST on 30 August 2024. The Government intends to award without discussions but reserves the right to conduct discussions if deemed in the best interest. Bids will be evaluated based on lowest price.
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© 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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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 AND 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'
A
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| 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 |
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