MESD_Cutoff_PreSolicitationPlans_Part4.pdf
PDF 5 MB Posted
- Attached to
- PRE SOLICITATION CONFERENCE Federal contract opportunity
- Solicitation number
- W912P9-19-R-0024
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part3.pdf | ||
| MESD_Cutoff_Wall_Photo.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part1.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part2.pdf | ||
| A08_19R0024_DRAFT_RFP_4_2_19.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| PRE-SOLICITATION_CONFERENCE.pdf | ||
| A12_19R0024_PRESOL_NOTICE.pdf |
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410415
415 415 415
420420420
420420
425425
430430
S E
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C A
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P I S
T A .4
P I S
T A .6
W A
L L C /L S
T A
A
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T A
L L C /L S
T A
L L C /L S
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
S
38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00
E L E
V A
T
IO
N
38+19
440440
E L E
V A
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N
43+50
440440
N o
M
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H A
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H A
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S P .E
J M
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
P
L N .d g n
SCALE 1" = 20'
CUTOFF WALL PLAN
40'10'0 20'
N
40'10'0 20'
CUTOFF WALL PROFILE
HORIZ. SCALE 1" = 20' VERT. SCALE 1" = 10'
20' 0 10'
M A
T C
H L
IN
E S
H E
E T C -1
J E
F F
R E
Y M
W E
L L S P .E
L
A N A
N D P
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L A
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S T L
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IS
M
IS
S O
U R I
T C
H L
IN
E S
H E
E T C -1
GENERAL SHEET NOTES
CLAY FILL
BOTTOM OF IMPERVIOUS
EXCAVATION LIMIT
IMPERVIOUS CLAY FILL
CUTOFF WALL CENTERLINE
WORK PLATFORM EXCAVATION LIMIT
WORK PLATFORM EMBANKMENT TOE
EXISTING GRADEWORK PLATFORM
TOP OF WALL
(T
Y P
@ WALL C/L STA. 42+25
TOP OF WORK PLATFORM EL. 425.0
EL 419.0 @ WALL C/L STA 39+50
BOTTOM OF IMPERVIOUS CLAY FILL
CUTOFF WALL BOTTOM EL. 285.0
CUTOFF WALL BOTTOM EL. 287.0
CUTOFF WALL
@ WALL C/L STA. 39+25
TOP OF WORK PLATFORM EL. 424.0
@ WALL C/L STA. 41+75
TOP OF WORK PLATFORM EL. 424.0
EL. 420.0 @ WALL C/L STA. 41+50
BOTTOM OF IMPERVIOUS CLAY FILL
WALL C/L STA 39+56.81
J A
M
CENTERLINE
LEVEE AND FLOODWALL
REVETMENT SEE NOTE 3
DO NOT DISTURB
UNDERGROUND TELEPHONE LINES
SEE SHEET C-106
GATEWELL STRUCTURE
SEE SHEET C-106
NATURAL GAS PIPELINE
WORK PLATFORM
EL 419.5 @ WALL C/L STA 41+75
BOTTOM OF IMPERVIOUS CLAY FILL
EL 419.5 @ WALL C/L STA 42+00
BOTTOM OF IMPERVIOUS CLAY FILL EL 421.0 @ WALL C/L STA 42+75
BOTTOM OF IMPERVIOUS CLAY FILL
EQUIPMENT DURING CONSTRUCTION OF THE CUTOFF WALL.
RETAINING STRUCTURE TO SUPPORT EXCAVATION
4. CONTRACTOR TO PROPOSE AND DESIGN A TERMPORARY
LIMITS AND ELEVATIONS.
PLACEMENT IS TO BE RESTORED TO PRECONSTUCTION
3. REVETMENT TO BE REMOVED DURING EXCAVATION OR FILL
1V:2H UNLESS OTHERWISE NOTED.
2. ALL EXCAVATION AND FILL SLOPES ARE TO BE GRADED AT
THAN 1V:3H.
CONDITION SO THAT NO FINISHED GRADES ARE GREATER
1. CONTRACTOR TO RESTORE SLOPES TO PRECONSTRUCTION
STRUCTURE SEE NOTE 4
CONCEPTUAL RETAINING
SEE SHEET C-106
TRANSMISSION TOWER
DRAFT
420420
425 425
425 4
425425
430430
P I S
T A .1
W A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
L L C /L S
T A
S O
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IC
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N N
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C O
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
S
440440
46+1344+00 44+50 45+00 45+50 46+00
E L E
V A
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N
43+53
440440
E L E
V A
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N
H A
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H A
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S P .E
J M
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S H
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T O
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S T L
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T R
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
P
L N .d g n
SCALE 1" = 20'
CUTOFF WALL PLAN
40'10'0 20'
N
40'10'0 20'
CUTOFF WALL PROFILE
HORIZ. SCALE 1" = 20' VERT. SCALE 1" = 10'
20' 0 10'
M A
T C
H L
IN
E S
H E
E T C -1
LEVEE CENTERLINE
CLAY FILL
BOTTOM OF IMPERVIOUS
EXCAVATION LIMIT
IMPERVIOUS CLAY FILL
WORK PLATFORM
CUTOFF WALL CENTERLINE
WORK PLATFORM EMBANKMENT TOE
WORK PLATFORM EXCAVATION LIMIT
EXISTING GRADE
EL. 412.0 @ WALL C/L STA. 46+05
BOTTOM OF IMPERVIOUS CLAY FILL
CUTOFF WALL BOTTOM EL. 287.0
(T
Y P
WORK PLATFORM
F F
R E
Y M
W E
L L S P
L
A N A
N D P
R O
F
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S T C
L A
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C
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S D C
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IS
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A R
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IS
T R
IC
T
S T L
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IS
M
IS
S O
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1V:2H UNLESS OTHERWISE NOTED.
2. ALL EXCAVATION AND FILL SLOPES ARE TO BE GRADED AT
THAN 1V:3H.
CONDITION SO THAT NO FINISHED GRADES ARE GREATER
1. CONTRACTOR TO RESTORE SLOPES TO PRECONSTRUCTION
J A
M
SEE SHEET C-106
OVERHEAD TRANSMISSION LINES
SEE SHEET C-106
ABANDONED GATE WELL
@ WALL C/L STA. 46+06
TOP OF WORK PLATFORM EL. 425.0DRAFT
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
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N N
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C A
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M A
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D E
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N
C O
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
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C-301
S T L
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D
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T R
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A R
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M -E
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F F
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N S
S T C
L A
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S D C
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A L L S
T A
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N
M
IS
S
IS
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P I
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A S
T S
A N
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A R
Y D
IS
T R
IC
T
S T L
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IS
M
IS
S O
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EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
CROSS SECTION - STA. 0+00
CROSS SECTION - STA. 1+00
CROSS SECTION - STA. 2+00 CROSS SECTION - STA. 3+04
CROSS SECTION - STA. 3+00
CROSS SECTION - STA. 2+29
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 434.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 294.0
EL. 429.5
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 434.5
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
EL. 429.5
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 433.0
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
EL. 429.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 432.5
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
EL. 429.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 431.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 294.0
EL. 429.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
EXCAVATION LINE
WORK PLATFORM
FINISHED GRADE
WORK PLATFORM
EL. 431.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 294.0
EL. 429.0
M
IN
6'
60'
6'
60'
6'
60'
CROSS SECTION LEGEND
CONSTRUCTION OF CUTOFF WALL.
WORK PLATFORM. REMOVE AFTER
CONSTRUCTION OF CUTOFF WALL.
IMPERVIOUS CLAY FILL AFTER
OF CUTOFF WALL, REPLACE WITH
DEGRADE PRIOR TO CONSTRUCTION
CONSTRUCTION OF CUTOFF WALL.
IMPERVIOUS CLAY FILL AFTER
REMOVE AND REPLACE WITH
WALL.
AFTER CONSTRUCTION OF CUTOFF
REPLACE WITH IN SITU MATERIAL
WORK PLATFORM EXCAVATION.
J A
M
ARE ALL APPROXIMATE AND SHOWN FOR REFENCE ONLY.
APPROXIMATE. THE LOCATION, DEPTHS AND DIMENSIONS
4. FLOODWALL SHOWN ON CROSS SECTION DRAWINGS IS
1V:2H UNLESS OTHERWISE SPECIFIED.
3. ALL EXCAVATION SLOPES SHALL MAINTAIN A GRADE OF
DRAINAGE AWAY FROM CLAY CAP TOE.
RETURNED TO PRECONSTRUCTION GRADE TO FACILITATE
2. CONTRACTOR SHALL ENSURE THAT ALL SLOPES ARE
SECTION 31 22 00 FOR REQUIREMENTS.
SHEET C-502 FOR DETAIL, AND REFER TO SPECIFICATION
THE CLAY CAP IS NOT SHOWN FOR CLARITY. REFER TO
THE REQUIRED TURFING EROSION PROTECTION MAT ON1.
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
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IC
IT
A T
IO
N N
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F
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E N
A M
E
D W
N B
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D B
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D B
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D E
S C
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2 3
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4 5
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M A
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D B
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P L
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C A
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P L
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D A
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M A
R K
D E
S C
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IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-302
S T L
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IS
D
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T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
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S
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F F
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Y M
W E
L L S P
A T
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N
T
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C R
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S S
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S T C
L A
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S D C
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O F F W
A L L S
T A
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N
M
IS
S
IS
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IP
P I
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IV
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M E
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A S
T S
A N
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A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
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60'
CROSS SECTION - STA. 3+58
CROSS SECTION - STA. 4+00
CROSS SECTION - STA. 5+00 CROSS SECTION - STA. 7+08
CROSS SECTION - STA. 7+00
CROSS SECTION - STA. 6+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 294.0
EL. 429.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 429.5
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 429.0
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 429.0
EXCAVATION LINE
WORK PLATFORM
EL. 294.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 293.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 293.0
M
IN
60'
6'
60'
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EL. 428.5
3'
3'
6'
3'
EL. 427.0
3'
EL. 426.0
EL. 426.5
3'
3'
EL. 426.5
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
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D W
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C K
D B
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D E
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D B
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D E
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2 3
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4 5
A
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M A
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C A
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D A
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M A
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D E
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C O
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-303
S T L
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T R
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A R
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P S O
F E
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M -E
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S D C
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A L L S
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A S
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T R
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S T L
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S O
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60'
CROSS SECTION - STA. 7+84
CROSS SECTION - STA. 8+00
CROSS SECTION - STA. 9+00 CROSS SECTION - STA. 11+35
CROSS SECTION - STA. 11+00
CROSS SECTION - STA. 10+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 431.7
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
EL. 428.5
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 431.5
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 433.5
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 433.5
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 433.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 432.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
M
IN
60'
6'
60'
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EL. 428.5
3'
3'
6'
3'
EL. 428.5
3'
EL. 428.5
EL. 428.5
3'
3'
EL. 429.5
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-304
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 11+60
CROSS SECTION - STA. 12+00
CROSS SECTION - STA. 12+61 CROSS SECTION - STA. 14+36
CROSS SECTION - STA. 14+00
CROSS SECTION - STA. 13+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 431.8
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
EL. 428.8
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EL. 295.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
EL. 295.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 429.0
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 295.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 295.0
M
IN
60'
6'
60'
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EL. 428.0
3'
3'
6'
3'
EL. 427.0
3'
EL. 427.0
EL. 427.0
3'
3'
EL. 427.0
EL. 431.0
EXCAVATION LINE
WORK PLATFORM
EL. 295.0
EXCAVATION LINE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXCAVATION LINE
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-305
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 14+61
CROSS SECTION - STA. 15+00
CROSS SECTION - STA. 16+00 CROSS SECTION - STA. 17+37
CROSS SECTION - STA. 17+11
CROSS SECTION - STA. 17+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 295.0
EL. 427.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EL. 295.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
M
IN
60'
6'
60'
EL. 427.0
3'
3'
6'
3'
EL. 427.0
3'
EL. 425.0
EL. 425.0
3'
3'
EL. 425.0
EL. 430.0
EL. 292.0
ECAVATION LINE
WORK PLATFORM
EL. 430.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-306
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 18+00
CROSS SECTION - STA. 18+37
CROSS SECTION - STA. 18+87 CROSS SECTION - STA. 20+00
CROSS SECTION - STA. 19+62
CROSS SECTION - STA. 19+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 292.0
EL. 425.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
EL. 292.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 430.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 429.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
M
IN
60'
6'
60'
EL. 425.5
3'
6'
3'
EL. 425.5
3'
EL. 425.5
EL. 425.5
3'
3'
EL. 424.5
EL. 430.0
EL. 292.0
EL. 430.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-307
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 21+00
CROSS SECTION - STA. 21+87
CROSS SECTION - STA. 22+00 CROSS SECTION - STA. 23+13
CROSS SECTION - STA. 23+00
CROSS SECTION - STA. 22+37
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 427.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
EL. 424.5
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EL. 289.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 425.5
EXCAVATION LINE
WORK PLATFORM
EL. 289.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
M
IN
60'
6'
60'
EL. 422.7
3'
6'
3'
EL. 423.0
3'
EL. 424.0
EL. 422.0
3'
3'
EL. 421.6
EL. 425.8
EL. 289.0
EL. 425.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-308
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 24+00
CROSS SECTION - STA. 25+00
CROSS SECTION - STA. 26+00 CROSS SECTION - STA. 29+00
CROSS SECTION - STA. 28+00
CROSS SECTION - STA. 27+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 289.0
EL. 421.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 426.0
EXCAVATION LINE
WORK PLATFORM
EL. 288.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 426.5
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 427.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
M
IN
60'
6'
60'
EL. 421.0
6'
3'
EL. 421.0
3'
EL. 421.0
EL. 421.5
3'
3'
EL. 423.0
EL. 426.0
EL. 288.0
EL. 426.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
J A
M
FLOODWALL
FLOODWALL
FLOODWALL FLOODWALL
FLOODWALL
FLOODWALL
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-309
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 29+13
CROSS SECTION - STA. 30+00
CROSS SECTION - STA. 31+00 CROSS SECTION - STA. 33+00
CROSS SECTION - STA. 32+00
CROSS SECTION - STA. 31+26
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 426.8
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
EL. 422.8
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
EL. 284.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
M
IN
60'
6'
60'
6'
3'
EL. 420.0
3'
EL. 420.0
EL. 420.5
3'
3'
EL. 420.5
EL. 425.0
EL. 284.0
EL. 424.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
3'
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
2' MIN.
EL. 284.0
J A
M
FLOODWALL
FLOODWALL
FLOODWALL FLOODWALL
FLOODWALL
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-310
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 33+26
CROSS SECTION - STA. 34+00
CROSS SECTION - STA. 35+00 CROSS SECTION - STA. 36+00
CROSS SECTION - STA. 35+86
CROSS SECTION - STA. 35+12
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 284.0
EL. 419.5
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 421.5
EXCAVATION LINE
WORK PLATFORM
EL. 284.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 420.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 420.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
M
IN
60'
6'
60'
EL. 419.9
6'
3'
EL. 419.5
3'
EL. 418.9
EL. 418.0
3'
3'
EL. 418.0
EL. 422.7
EL. 284.0
EL. 421.5
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
J A
M
FLOODWALL
FLOODWALL
FLOODWALL FLOODWALL
FLOODWALL
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-311
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 36+37
CROSS SECTION - STA. 36+74
CROSS SECTION - STA. 37+00 CROSS SECTION - STA. 39+38
CROSS SECTION - STA. 39+00
CROSS SECTION - STA. 38+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 420.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
EL. 418.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 420.0
EXCAVATION LINE
WORK PLATFORM
EL. 285.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
M
IN
60'
6'
60'
EL. 418.0
6'
3'
EL. 415.2
3'
EL. 415.0
EL. 418.0
3'
3'
EL. 419.0
EL. 420.0
EL. 285.0
EL. 421.5
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
2' MIN.
EL. 285.0
CUTOFF WALL
SLURRY TRENCH
3'
J A
M
FLOODWALL
FLOODWALL
FLOODWALL FLOODWALL
FLOODWALL
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-312
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
60'
CROSS SECTION - STA. 40+00
CROSS SECTION - STA. 41+00
CROSS SECTION - STA. 42+00 CROSS SECTION - STA. 44+00
CROSS SECTION - STA. 43+00
FLOOD SIDE
FLOOD SIDE
FLOOD SIDE FLOOD SIDE
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
6'
EL. 285.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 424.5
EXCAVATION LINE
WORK PLATFORM
EL. 287.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
2' MIN.
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 425.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 287.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 425.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 287.0
M
IN
60'
6'
60'
EL. 421.0
3'
3'
EL. 421.0
EL. 424.0
EL. 287.0
EL. 425.0
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
2' MIN.
EL. 287.0
CUTOFF WALL
SLURRY TRENCH
3'
EL. 419.0
3'
EL. 419.0
3'
EL. 419.5
J A
M
FLOODWALL
FLOODWALL
FLOODWALL FLOODWALL
FLOODWALL
FLOODWALL
EL. 424
CROSS SECTION - STA. 42+50
EL. 420.
RETAINING STRUCTURE
CONTRACTOR DESIGNED
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-313
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M -E
S -X
X -C
S
E C .d g n
EXISTING GRADE
IMPERVIOUS CLAY FILL
60'
CROSS SECTION - STA. 4500
CROSS SECTION - STA. 46+00
FLOOD SIDE
FLOOD SIDE
2' MIN.
CUTOFF WALL
SLURRY TRENCH
FINISHED GRADE
WORK PLATFORM
EL. 425.0
EXCAVATION LINE
WORK PLATFORM
6'
EL. 287.0
M
IN
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
60'
6'
FILL LINE
EMBANKMENT
WORK PLATFORM
FILL LINE
EMBANKMENT
WORK PLATFORM
2' MIN.
EL. 287.0
CUTOFF WALL
SLURRY TRENCH
3'
EL. 421.0
F F
R E
Y M
W E
L L S P
A T
IO
N
T
O
C R
O S
S S
E C
T
IO
N S
S T C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
M
FLOODWALL
FLOODWALL
CROSS SECTION - STA. 46+05
FLOOD SIDE
EXISTING GRADE
IMPERVIOUS CLAY FILL
FINISHED GRADE
WORK PLATFORM
EXCAVATION LINE
WORK PLATFORM
60'
6'
FILL LINE
EMBANKMENT
WORK PLATFORM
2' MIN.
EL. 287.0
CUTOFF WALL
SLURRY TRENCH
3'
EL. 421.0
FLOODWALL
EL. 425.0
EL. 425.0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O
H A
E L V
H A
N K
S P .E
J M
W
C-501
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
GENERAL SHEET NOTES
M
IS
S
IS
S
IP
P I
R
IV
FLOOD SIDE
LEVEE C/L
LEVEE FINISH GRADE
PROTECTED SIDE
EXCAVATION/BENCHING EXIST. LEVEE GRADE
SCALE 1" = 10' 0 10' 20'
STANDARD BENCHING DETAIL TYPICAL ROAD REPAIR DETAIL
NOT TO SCALE
J E
F F
R E
Y M
W E
L L S P .E
CONSTRUCTION CONDITION.
WALL SHALL BE RESTORED TO THEIR ORIGINAL PRE-
DISTURBED BY THE CONSTRUCTION OF THE CUTOFF
ASPHALT AND GRAVEL SURFACED ROADS WHICH ARE1.
EXISTING/FINISHED GRADE SURFACING
12" CRUSHED STONE
2% 2%
NON-WOVEN GEOTEXTILE
M -E
S -X
X -C
D E
T .d
12'
L
O U
IS
M
IS
S O
U R I
M E
S D C
U T
O F F W
A L L S
T A
T
IO
N
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
M
IS
C E
L L
A N
E N
O U
S D
E T
A
C
L A
IR
C
O U
N T
Y
1V:2H TYP.VARIES
M
IN
M A
X
J A
M
1V:2H TYP.
1V :2H
TYP.
3' TYP.
M
IN
6' TYP.
SURFACING
12" CRUSHED STONE
1V:2H TYP.
WORK PLATFORM EXCAVATION
IMPERVIOUS CLAY FILL EXCAVATION LINE
WORK PLATFORM EXCAVATION LINE
IMPERVIOUS CLAY FILL
CUTOFF WALL
WITH IMPERVIOUS CLAY FILL
WORK PLATFORM EXCAVATION TO BE REPLACED
NOT TO SCALE
TYPICAL WORK PLATFORM SECTION
FLOODWALL
WORK PLATFORM FILL
WORK FINISHED GRADE EL. VARIES
EXIST./FINISHED LEVEE GRADE
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
S
DRAINAGE & LEVEE DISTRICT
CONTACT METRO EAST SANITARY DISTRICT
CAUTION BURIED LEVEE FLOOD WALL
DRAINAGE & LEVEE DISTRICT
CONTACT METRO EAST SANITARY DISTRICT
CAUTION BURIED LEVEE FLOOD WALL
DRAINAGE & LEVEE DISTRICT
CONTACT METRO EAST SANITARY DISTRICT
CAUTION BURIED LEVEE FLOOD WALL
DRAINAGE & LEVEE DISTRICT
CONTACT METRO EAST SANITARY DISTRICT
CAUTION BURIED LEVEE FLOOD WALL
H A
E L V
H A
N K
S P .E
J M
W
C-502
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M
IS
S
IS
S
IP
P I
R
IV
E R
CUTOFF WALL
SLURRY TRENCH
BURY EACH END
NOT TO SCALE
EXISTING/FINISHED GRADE
2'
2'
CLAY CAP EMBANKMENT
6" TOPSOIL
10'
TURFING EROSION CONTROL MAT
NOT TO SCALE
DETECTABLE MARKING TAPE (DMT)
FINISHED GRADE
CUSTOM TEXT MARKINGS
DETECTABLE TAPE WITH
CUTOFF WALL
V A
R
IE
S
J E
F F
R E
Y M
W E
L L S P .E
SEE SPEC 32 29 45
TURFING EROSION PROTECTION MAT
SEE SPEC 32 20 20 PARA 2.4
CUSTOM TEXT MARKINGS
DETECTABLE TAPE WITH
L
O U
IS
M
IS
S O
U R I
M E
S D C
U T
O F F W
A L L S
T A
T
IO
N
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
M
IS
C E
L L
A N
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S D
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S
M -E
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X -C
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N T
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H A
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S P .E
J M
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R-001
S T L
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IS
D
IS
T R
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A R
M Y C
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P S O
F E
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F F
R E
Y M
W E
L L S P
C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
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IO
N
M
IS
S
IS
S
IP
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IV
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M E
T R
O E
A S
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A R
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IS
T R
IC
T
S T L
O U
IS
M
IS
S O
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-E
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X -R
.d g n
SHEET LEGEND:
ST LOUIS ELEVATION
S T L
O U
IS
H
Y D
R O
G R
A P
H
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
H A
E L V
H A
N K
S P .E
J M
W
R-002
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
F F
R E
Y M
W E
L L S P
C
L A
IR
C
O U
N T
Y
S D C
U T
O F F W
A L L S
T A
T
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
T R
O E
A S
T S
A N
IT
A R
Y D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U
-E
S -X
X -R
.d g n
SHEET LEGEND:
ST LOUIS ELEVATION
S T L
O U
IS
H
Y D
R O
G R
A P
H
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
E L E
V A
T
IO
N
N G
V D
E L E
V A
T
IO
N
N G
V D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B C
O E
| Plan and Profile Sheet 8 of 9 |
| Plan and Profile Sheet 9 of 9 |
| CROSS SECTIONS 0+00-3+04 |
| CROSS SECTIONS 3+58-7+08 |
| CROSS SECTIONS 7+84-11+35 |
| CROSS SECTIONS 11+60-14+36 |
| CROSS SECTIONS 14+61-17+37 |
| CROSS SECTIONS 18+00-20+00 |
| CROSS SECTIONS 21+00-23+13 |
| CROSS SECTIONS 24+00-29+00 |
| CROSS SECTIONS 29+13-33+00 |
| CROSS SECTIONS 33+26-36+00 |
| CROSS SECTIONS 36+37-39+00 |
| CROSS SECTIONS 39+13-42+50 |
| CROSS SECTIONS 42+75-46+06 |
| MISCELLANEOUS DETAILS |
| MISCELLANEOUS DETAILS |
| Hydrograph sheet 1 of 2 |
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