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A N
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
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FC/MR&T, CHANNEL IMPROVEMENT
ARTICULATED CONCRETE MATTRESS CASTING
DELTA, LA, MADISON PARISH, RM 438.0-R A.H.P.
C h ie f, D e s ig n B ra n c h
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W912EE-19-B-0002
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VICINITY MAP
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LOCATION
32°20'
32°19'
32°20'
N
46.83
800 FT. MAIN (CHANNEL)
HORIZONTAL CLEARANCE:VICKSBURG GAGE ( ZERO = 46.2 NGVD)
116.3 FT. ABOVE ZERO OF
VERTICAL CLEARANCE:
MISSISSIPPI RIVER MILE 435.8
RR & U.S. 80 HWY
WEST
EAST
VICKSBURG GAGE ( ZERO = 46.2 NGVD)
116.2 FT. ABOVE ZERO OF
VERTICAL CLEARANCE:
WEST EAST
846 FT. MAIN (CHANNEL)
HORIZONTAL CLEARANCE:
MISSISSIPPI RIVER MILE 435.7
46.83 423 or 0.6 FT. on Vicksburg Gage
L.W.R.P. = 46.83 NGVD
162.4
CASTING FIELD
DELTA POINT
Vicksburg
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DE SOTO ISLAND
1,035,000 1,035,000
1,025,000
1,025,000
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L
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L 225
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PBM 85 M BOLT
PBM 85 M CAP
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PBM 107/1 BOLT
PBM 107/1 CAP
PBM BL 1 BOLT
PBM BL 1 CAP
PBM 1
PBM 3
PBM ODP 1 BOLT
PBM ODP 1 CAP
VICKSBURG 2 CORS L1 PHASE CENT
VICKSBURG 1 CORS L1 PHASE CENT
20 V 19
20 V 18
20 V 17
20 V 16
PBM 107/4
PBM 3350 A CAP
PBM 3500 A BOLT
PBM 3500 A CAP USE
A 1811
MOUNDS SW BASE 1878
MOUNDS SE BASE
PBM 3400 A CAP
PBM 3400 A BOLT
Z 338
N 254
PBM BRIDGE BOLT
PBM BRIDGE CAP
G 236
20 V 15
H 225
CENTENNIAL
CUT OFF(1876)
I N
D E F I
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IP-Y-8
IP-Y-7IP-Y-6
IP-Y-5
IP-Y-3
IP-Y-4
IP-Y-2IP-Y-1
IP-0+00BM-BL-1
BM-ODP-1
1P-YR-1F
IP-D-3
IP-D-4-A
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VICKSBURG
01000 1000 2000FT
SCALE
32°19'
Delta, LA
LOUISIANA
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18 FORMS
20 FORMS24 FORMS
10 FORMS
25 FORMS
27 FORMS
26 FORMS
26 FORMS
26 FORMS
26 FORMS
26 FORMS
28 FORMS
29 FORMS
52 FORMS
52 FORMS
47 FORMS
50 FORMS
49 FORMS
48 FORMS
47 FORMS
46 FORMS
45 FORMS
45 FORMS
44 FORMS
44 FORMS
43 FORMS
7 ROWS2 ROWS
23 FORMS
23 FORMS
23 FORMS
23 FORMS
24 FORMS
25 FORMS
26 FORMS
27 FORMS
28 FORMS
29 FORMS
A D
W A
Y
A D
W A
Y
37' LANE
21' LANE
30' LANE
22' LANE
23' LANE
21' LANE
23' LANE
22' LANE
22' LANE
22' LANE
30' LANE
21' LANE
30' LANE
A D
W A
Y
A D
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A D
W A
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A D
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FOR
GOVERNMENT
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ONS
MATTRESS
LOADI
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AREA
RESERVED
51 FORMS
51 FORMS
1 ROW
10 ROWS
11 ROWS
11 ROWS
12 ROWS
10 ROWS
13 ROWS
11 ROWS
11 ROWS
12 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
50 FORMS
5 ROWS
6 ROWS
1 ROW
2 ROWS
48 FORMS
51 FORMS
12 ROWS
10 ROWS
13 ROWS
12 ROWS
10 ROWS
19 FORMS
28 FORMS
30 FORMS
29 FORMS
18 FORMS
17 FORMS 2 ROWS
12 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
13 ROWS
10 ROWS
12 ROWS
11 ROWS
11 ROWS
10 ROWS
15 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
CAPACITY OF FIELD - 204,800 SQS.
DATE OF PHOTO - 14 NOV. 92
AND
STORAGE AREA
NOTES:
0100 100 200 300 400 500 600 700 800 900 1000
SCALE IN FEET
MISSISSIPPI RIVER
POINT
DELTA
DIKE 3
DELTA POINT REVETMENT
CONTRACTOR'S WORK
N
DELTA, LA.
R/W LIMITS
R/W LIMITS
R
W
M I
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R
M I
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DELTA POINT DIKE 3A DELTA
POINT
DIKE 4
FLOW
FLOW
FORMS AVAILABLE - 1,454 ONE PIECE
THE ABOVE DRAWING.
2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON
MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT.
ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING
SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE
THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF
MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER
1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE
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0100 100 200 300 400 500 600 700 800 900 1000
SCALE IN FEET
OUTFALL #4
CONCRETE FLUME
OUTFALL #8
OUTFALL #10
OUTFALL #12
DELTA
DIKE 3
NMISSISSIPPI RIVER
DELTA POINT REVETMENT
DELTA, LA.
DELTA
DIKE 4
DELTA POINT DIKE 3A
STORAGE AREA
WIRE MESHOUTFALL #3
NO WORK AREA
STORAGE AREA
ONE PIECE FORM
AREA
MATTRESS
LOADI
NG
STORAGE AREA
WIRE MESH
OUTFALL #5
OUTFALL #6
CONCRETE FLUME
R I
G H
F
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OUTFALL #7RIGHT OF WAY
STORAGE AREA
ONE PIECE FORM
OUTFALL #9
RIGHT OF WAY
HALL
DINNING
OUTFALL #11
SHOPMAI
NT.
OFFICE
NO WORK AREA
R I
G H
F
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OUTFALL #1
DIRECTION OF DRAINAGE
POINT
POINT
OUTFALL #2
APX. 24" DIA.
DROP INLET
CONTRACTOR'S WORK
AND
STORAGE AREA
FLOW
FLOW
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| ACM18_G-001 |
| ACM18_G-002 |
| ACM18_C-101 |
| ACM18_C-501 |
| ACM18_C-502 |
| ACM18_X-501 |
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