ED-26-015_2026 Casting Articulated Concrete Mattress Plans.pdf
PDF 11 MB Posted
- Solicitation number
- W912P826BA008
About this file
This document is a set of technical drawings and plans for the casting and construction of articulated concrete mattresses for flood control purposes on the Mississippi River and its tributaries.
The project involves the casting of articulated concrete mattress squares at the Saint Francisville Casting Yard located in Saint Francisville, West Feliciana Parish, Louisiana. The casting field has a capacity of 359,000 mattress squares with 2,218 forms available for casting, though only 1,933 forms are required for the operation. The facility is organized into 34 sections (numbered 1-45), each containing 14 rows with varying numbers of forms per section ranging from 37 to 53 forms. The drawings provide detailed specifications for the articulated concrete mattress squares, including dimensions of approximately 24 feet 11 inches by 3 feet 10 ¼ inches with a thickness of 8 inches, wire mesh reinforcement specifications (diameter 0.145 to 0.230 inches), and detailed steel form construction plans. Key specifications include maximum cant allowance limitations, allowable ground surface tolerances for stacks not to exceed 1½ inches variance with total stack heights not exceeding 3 feet 6 inches, and waste material disposal procedures. The project is identified as Solicitation No. W912P826BA008, issued in April 2026 by the U.S. Army Corps of Engineers, New Orleans District. The technical drawings include location maps, casting field layouts, articulated concrete mattress square and wire mesh plans and profiles, stack details, and comprehensive steel form specifications with multiple cross-referenced detail sheets.
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LOCATION
PROJECT
LOCATION
PROJECT
LOCATION
PROJECT
A1
SCALE: 1" = 4,000'
VICINITY MAP AND LOCATION MAP
© 2026 Microsoft Corporation Earthstar Geographics SIO
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OR SECTION TITLE
PLAN, ELEVATION, DETAIL
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(SAME PAGE AND
ELEVATION VIEW
826615.660
824450.760
824291.180
824152.560
824014.500
823108.000
822831.610
822829.010
823105.500
823882.380
3262105.330
3261787.670
3261696.530
3261428.860
3261333.680
3261229.740
3261223.850
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3261427.330
3261524.8505
X Y
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RIGHT OF WAY
POINT NUMBER
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STATE PLANE COORDINATES STATE PLANE COORDINATES
823356.582
823932.677
824411.459
824640.644
825288.857
825471.797
825591.929
826105.769
826158.264
826308.859
826568.976
826548.883
826497.840
826427.875
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824070.343
826028.884
824105.818
824070.272
824084.416
824052.055
823976.470
823888.854
823866.797
823897.380
823834.737
823895.975
823892.124
823847.724
823841.293
823617.502
823323.049
823080.959
823156.165
3265911.872
3266083.472
3266223.744
3266291.190
3265361.551
3265099.201
3264775.657
3263550.113
3263540.361
3263226.907
3262855.079
3262219.410
3262202.316
3262194.952
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3262323.639
3262228.554
3262061.370
3261815.533
3261696.892
3261570.881
3261522.531
3261468.275
3261447.912
3261709.939
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3262322.906
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3263015.004
3265203.432
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THE RESPECTIVE UTILITY COMPANIES.
ARE FOR INFORMATIONAL PURPOSES. THE LOCATIONS WERE PROVIDED BY
7. THE LOCATIONS OF THE EXISTING UTILITIES INDICATED ON THE DRAWINGS
6. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.
VERTICAL DATUM 1988 (2004.65), UNLESS OTHERWISE NOTED.
6. ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN
BUT SHOULD NOT BE SCALED.
5. THE DRAWINGS MARKED "NOT TO SCALE" ARE GENERALLY DRAWN TO SCALE
APPROXIMATE READINGS AND REQUIRE FIELD VERIFICATION.
4. THE DIMENSIONS, ELEVATIONS AND TABULATION COORDINATES ARE
THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2017.3.
LOUISIANA SOUTH, ZONE 1702, U.S. SURVEY FEET.
HORIZONTAL DATUM: NORTH AMERICAN DATUM 1983, STATE PLANE,
THE XY COORDINATES USED IN THE DRAWINGS REFER TO THE FOLLOWING 2.
CONFORMAL CONIC PROJECTION IS REPRESENTED BY DASH TICK LINES.
DATUM 1983 IS REPRESENTED BY SOLID TICK LINES AND THE LAMBERT
INSIDE THE PLAN AREAS, THE POLYCONIC PROJECTION NORTH AMERICAN 1.
GENERAL NOTES
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VICINITY MAP AND LOCATION MAP
ARTICULATED CONCRETE MATTRESS SQUARE AND WIRE MESH - PLAN AND PROFILE
ARTICULATED CONCRETE MATTRESS STACK - DETAILS
ARTICULATED CONCRETE MATTRESS STEEL FORM - PLAN, PROFILE AND DETAILS
ARTICULATED CONCRETE MATTRESS STEEL FORM - PLAN, PROFILE AND DETAILS
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CASTING FIELD - PLAN
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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
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FIELD.
4. PREVIOUSLY CAST MATTRESS SQUARES ARE STORED ON THE CASTING
FORMS AVAILABLE FOR CASTING = 2,218.3.
FORMS REQUIRED FOR CASTING = 1,933.2.
CAPACITY OF FIELD = 359,000 MATTRESS SQUARES.1.
GENERAL SHEET NOTES
6. DITCH
5. STORAGE AND STAGING AREA
4. RIGHT OF WAY
OVERHEAD COMMUNICATION LINE3.
WATER LINE2.
PRIMARY OVERHEAD ELECTRIC1.
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MINIMUM 0.145 INCH
WIRE MESH DIAMETER:
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13 ¾"23 ¾"6 3/8"
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US Army Corps
U .S
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C-501
A N
D W
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M A
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S S
S Q
U A
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H -1
-4
H -1
-4
S
C .D
G N
SHEET LEGEND
CONCRETE (CAST IN PLACE)
K11
MAXIMUM CANT ALLOWANCE - SECTION
D1
ALLOWABLE GROUND SURFACE TOLERANCES FOR STACKS - DETAIL
T2
TYPICAL LAYOUT FOR SEQUENCE OF PLACING ROWS - PLAN
12"24'-11"
/4
1'-0"24'-11"
STACK UNDER CONSTRUCTION
2"
24 "- 32 " 3'-10 1/4 "
2"
T
O
2"
/2
/2
/2
/2
S O
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D R
A W
N B
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D A
T E
SHEET ID
A
B
C
D
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F
G
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J
K
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M
N
P
11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
Q
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US Army Corps
U .S
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C-502
D E
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C O
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M A
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S S
S T
A C
K S
H -1
-4
H -1
-4
C
.D G
N
TOTAL HEIGHT SHALL NOT EXCEED 3'-6"
OF THE FINISHED STACKS SHALL NOT VARY BY MORE THAN 1 ½" AND THE
CONDUCTED IN A SUCH A MANNER THAT THE TOP AND BOTTOM SURFACES
RECEIVE THE FORMS SHALL BE LEVELED AND CASTING SHALL BE
D1 - PRIOR TO PLACING FORMS FOR CASTING, THE GROUND SURFACE TO 2.
NEW RUN IS MADE ADJACENT TO STACK "A"
BE ACCOMPLISHED BEFORE ANOTHER POUR IS MADE ON STACK "A" OR A
AREAS "B" AND "C" SHALL BE REMOVED AND WASTED IN AREA "D". THIS MUST
N2 AND K2 - ALL EXCESS CONCRETE OR WASTE CONCRETE SPILLED IN 1.
GENERAL SHEET NOTES
N2
DISPOSAL OF WASTED MATERIAL - PLAN
NOT TO SCALE
K2
MAXIMUM CANT ALLOWANCE - SECTION
NOT TO SCALE
STACK UNDER CONSTRUCTION
COMPLETED STACK
COMPLETED STACK
STACK UNDER CONSTRUCTION
COMPLETED STACK
COMPLETED STACK
SIDE VIEW
END VIEW
S Q
U A
R E
S
"D" "D" "D""D"
"A" "A" "A" "A""C" "C" "C"
"B"
COMPLETED STACK
COMPLETED STACK
STACK UNDER CONSTRUCTION
COMPLETED STACK
DIRECTION OF PLACEMENT
DIRECTION OF PLACEMENT
A
B D
STACK UNDER CONSTRUCTION
STACK UNDER CONSTRUCTION
STACK UNDER CONSTRUCTION
COMPLETED STACK
COMPLETED STACK
"B" "B" "B"
K2
K11
N2
P1
SCALE: 1 1/2" = 1'-0"
STEEL FORM - PLAN AND PROFILE
2"24'-11"2"
25'-3"
1'-5 3/4 "
1"1'-5 3/4 "1"
8 7/8 "8 7/8 "
7"3 3/4 "7"
1"24'-9"1"
/4
/4
L 3 X 2 X 1/4
L 3 X 2 X 1/4
L 3 X 2 X 1/4
L 3 X 2 X 1/4
1/8"
9/16 "
NUMBERS; IMPRINT TO BE 1/32" DEEP
USE 1/2" STENCILS FOR LETTERS AND
FORMS TO BE STAMPED BY SUPPLIER;
H1
SCALE: 1" = 1'-0"
SCARF BOX - DETAILS
B1
SCALE: 1" = 1'-0"
END LOOP BOX - DETAILS
1/8"
45°
2"6 3/8 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "1'-1 3/4 "1'-11 3/4 "6 3/8 "2"
1/2 "2 3/4 " 1/2 "
3 3/4 "
1/8" 3/4
2"
NO. 10GA. USS (0.1345)
COVER PLATE
L 3 X 2 X 1/4
L 3 X 2 X 1/4
/4
/2
3 3/4 "
1/8 "
1"
1/2 "2 3/4 " 1/2 "
2 1/2 "
/8
/8
/4
/4
3"
/2
4 3/4 "
/8
/8
/8
/8
1/2 "1 3/4 " 1/2 "
4 3/4 "
2 1/2 "
/8
/8
1/8"
L 3 X 2 X 1/4
NO. 10GA. USS (0.1345)
COVER PLATE
NO. 10GA. USS (0.1345)
END LOOP BOX - SECTION
D17
SCALE: 1" = 1'-0"
L 3 X 2 X 1/4
1/8"
1/8"
1/8"
3"3"
6"
1"
/2
SLOT AND REINFORCING BAR - DETAIL
K20
SCALE: 1" = 1'-0"
REINFORCING BAR - SECTION
D21
SCALE: 1" = 1'-0"
L 3 X 2 X 1/4
REINFORCING BAR
SCARF BOX - SECTION
K15
SCALE: 1" = 1'-0"
L 3 X 2 X 1/4
/1
1'-6 3/4 "1'-6 1/4 " 1'-6 3/4 " 1'-6 1/4 "
S O
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N N
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D A
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SHEET ID
A
B
C
D
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F
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K
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M
N
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11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
Q
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W
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H -1
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C
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N
TYPICAL
TYPICAL TYPICAL
TYPICAL
FOR Ø 1/2" CROSS ROD
USCEC-91
TYPICAL
C-504
T21
C-504
T1
NO. 10GA. USS (0.1345)
FRONT VIEW
TOP VIEW
NO. 10GA. USS (0.1345)
TYPICAL
TOP VIEW
FRONT VIEW
2 1/2
3/4
C-504
N1 & J1
C-504
E1 K20
H1
B1
D17
K
D
T1
SCALE: 1 1/2" = 1'-0"
FRAME END - PROFILE
T21
SCALE: 1 1/2" = 1'-0"
BEARING LUG - SECTION
1/8"
1/8"
L 3 X 2 X 1/4 L 3 X 2 X 1/4
L 3 X 2 X 1/4
SLOT SLEEVE
GRIND
CROSS EXTRUSION AND ROD (CLOSED POSITION) - SECTION
N1
SCALE: 1 1/2" = 1'-0"
L 3 X 2 X 1/4
BEARING LUG - DETAIL
E12
SCALE: 1 1/2" = 1'-0"
CAM - DETAIL
E16
SCALE: 1 1/2" = 1'-0"
1"
11/16 "
9/16 "
/1
CROSS EXTRUSION AND ROD - SECTION
N22
SCALE: 1 1/2" = 1'-0"
STOP LUG AND CROSS ROD - SECTION
J21
SCALE: 1 1/2" = 1'-0"
CROSS ROD
CAM (OPEN POSITION) - DETAIL
E1
SCALE: 1 1/2" = 1'-0"
Ø 1/2" CAM SHAFT
3/8 "
3/4 "R
9/32 "R
BEARING LUG
BEARING LUG
1/4 "3'-10 1/4" 1/4 "
/4
/4
13GA ASTM A1011 GR50
J1
SCALE: 1 1/2" = 1'-0"
CROSS EXTRUSION AND ROD (OPEN POSITION) - SECTION
/3
SUPPORT ROD
Ø 3/8" WIRE
Ø 5/8" O.D X 3/8" LG.
GUIDE SLEEVE Ø 7/16" I.D X
CROSS ROD
1"
/4
/4
11/32 "R 1/4 "R
3/4 "
4 21/32 "
9/16 "
1/2 "
7/16 "
5/8 "
/4
1"
5/8 "
/3
/1
/3
" 2
/3
CROSS ROD
STOP LUG
1/2 "
1/2 "
/4
L 3 X 2 X 1/4
1/4 "
1 1/2 "
9/16 "
1/
/16
3"
1 1/8 "
1/2 "
1/8 "R
11/16 "R
CAM (CLOSED POSITION) - DETAIL
E6
SCALE: 1 1/2" = 1'-0"
4'-2 1/4"
1" 1/4 "4 5/16 " 1/4 "
1/16 "1" 1/16 "
1/4 "1" 1/4 " 1" 1/4 "
1/16 "1" 1/16 "
3/4 " 1/4 "4 5/16 " 1/4 "1"
1'-2 1/16" 1'-2 1/16"
STOP LUG
1/16 "
1/8 "
3/8 " 11/16 "6 15/16 "9 5/8 "7 9/16 " 7/8 "
1 5/8 "
3/4 "1"1 1/16 "
/2
/3
23/32 "1 3/32 "1 1/32 "
/8
/3
S O
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A
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N N
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N E
D B
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C O
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N O
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C K
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B Y
D R
A W
N B
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IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
G
H
J
K
L
M
N
P
11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
Q
R
S
T
U
V
W
X
F
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C O
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US Army Corps
U .S
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C-504
P L
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L F
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H -1
-4
H -1
-4
C
.D
G N
TYPICAL
TYPICAL
STOP LUG
CAM
2" 1'-2 1/16" 2"
N22
J21
| H-13-48819GI001 |
| H-13-48819GI002 |
| H-13-48819GI003 |
| H-13-48819CS101 |
| H-13-48819SC501 |
| H-13-48819SC502 |
| H-13-48819SC503 |
| H-13-48819SC504 |
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