A22 - Plan Set.pdf
PDF 24 MB Posted
- Attached to
- PL84-99 HUNT LIMA Federal contract opportunity
- Solicitation number
- W912EK21B0014
About this file
This document provides details for a federal contract opportunity with the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation number is W912EK21B0014 for PL84-99 HUNT LIMA regarding levee and wall repair work along the Mississippi River in Hancock and Adams Counties, Mississippi from a 2019 flooding event. The opportunity type is a solicitation for NAICS code 237990 construction projects with an estimated value over $10,000,000. The completion period is 275 days and it is set aside for small businesses with a size standard of $39.5 million in average annual receipts. All questions must be submitted through the ProjNet system.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01 - BID SUMMARY SHEET - signed.pdf | ||
| A24 - W912EK21B0014 -AMEND 0005.pdf | ||
| A24 - W912EK21B0014 - AMEND 0004 Final.pdf | ||
| A24 - W912EK21B00014 - Amend 0003 Final.pdf | ||
| A22 - W912EK21B0014 - Amend 0002.pdf | ||
| A22 - W912EK21B0014 - Amend 0001.pdf | ||
| A22 - W912EK21B0014 with Spec.pdf |
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Text version
DECEMBER 2021
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A1
SCALE: 1"=10'
E1
SCALE: 1"=10'
15'
10'
15'
REPAIR AREA - IMPERVIOUS FILL RIVERSIDE STA 995+40 TO STA 1010+67
REPAIR AREA - PERVIOUS FILL RIVERSIDE
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SCALE: 1"=10'
REPAIR AREA - NORTH AND SOUTH SCOUR AREAS
STRIPPING LIMITS
CLEARING/
STRIPPING LIMITS
CLEARING/
RIVER EL 477 FT (25% EXCEEDANCE ELEVATION)
RR5 RIPRAP
PLACE 24" IL DOT
BEDDING STONE
PLACE 6" IL DOT RR2
� EXISTING LEVEE
EXISTING GROUND
LANDSIDE RIVERSIDE
EL VARIES
EL 495.6 (NORTH SCOUR)
EL 492.0 (SOUTH SCOUR)
1H :1V
OF SCOUR
UPSTREAM EDGE
BEDDING STONE
PLACE 18" IL DOT RR2
PLACE IL DOT RR5 RIPRAP
2H:1V (MAX)
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RIVERSIDE
LANDSIDE
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PLACE PERVIOUS MATERIAL
EL VARIES
MATCH EXISTING GROUND
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SAND LEVEE
(BASED ON SURVEY)
EXISTING GROUND
PUSHUP MATERIAL
TEMPLATE
AUTHORIZED LEVEE
(APPROXIMATE 12-24" DEEP)
REPAIR RUTTING/ERODED AREA
(MINIMIZE SOIL REMOVAL)
STRIP TO REMOVE VEGETATION
LANDSIDE
EL VARIES
RIVERSIDE
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CLAY LEVEE
EL VARIES
MATCH EXISTING GROUND
TEMPLATE
AUTHORIZED LEVEE
(BASED ON SURVEY)
EXISTING GROUND
PUSHUP MATERIAL
MATERIAL
BENCH IN
REPAIR RUTTING/ERODED AREA
SEE NOTE 12
PLACE IMPERVIOUS MATERIAL
WORK AREA (MIN. 4-INCHES)
VEGETATION WITHIN
STRIP EXISTING
SEEDING FOR FINISHED GRADE
PLACE 6" OF TOPSOIL WITH PERMANENT
GENERAL SHEET NOTES
10' 20'0
10' 20'0
10' 20'0
PERMANENT SEEDING.
12. FINISHED GRADE WILL INCLUDE 6" OF TOPSOIL WITH
OF THE CONTRACTING OFFICER.
NO TREE REMOVAL SHALL OCCUR WITHOUT APPROVAL 11.
BEDDING STONE AND 24" OF RIPRAP.
MAX 2H:1V PRIOR TO PLACING THE REQUIRED 18" OF
STEEPER THAN 2H:1V, FILL WITH BEDDING STONE TO A
FOR SCOUR REPAIR, WHERE EXISTING RIVERBANK IS 10.
RIPRAP FROM EDGE OF SCOUR TO THE RIVER BOTTOM.
FOR SCOUR REPAIR, PLACE 18" BEDDING STONE AND 24" 9.
SCOUR.
EL 495.6 FOR THE NORTH SCOUR, TO THE EDGE OF
RIPRAP FROM EL 492 FOR THE SOUTH SCOUR REPAIR AND
FOR SCOUR REPAIR, PLACE 6" BEDDING STONE AND 24" 8.
RIVERSIDE REPAIRS.
ONLY IMPORTED BORROW SHALL BE USED FOR 7.
THE ORIGINAL LEVEE DESIGN TEMPLATE.
NOT EXCAVATE WHERE THE EXISTING GROUND IS ABOVE
AUTHORIZED LEVEE TEMPLATE ON THE RIVERSIDE. DO
CONTRACTOR SHALL PLACE MATERIAL TO ACHIEVE THE 6.
SPECIFICATIONS TO THE LINES AND GRADE SHOWN.
PLACE FILL MATERIAL IN ACCORDANCE WITH 5.
IMPERVIOUS FILL REPAIR AFTER FILL PLACEMENT.
MATERIAL AS NEEDED. TOPSOIL TO BE RE-SPREAD AT
TOPSOIL FROM THE REPAIR AREA PRIOR TO PLACING
CONTRACTOR SHALL REMOVE DEBRIS AND STRIP 4.
SCOPE OF WORK.
OF THE EXCESS MATERIAL IS NOT INCLUDED UNDER THIS
LEVEE DURING THE 2019 FLOOD EVENT. THE REMOVAL
SAND MATERIAL WAS PUSHED UP AT THE TOP OF THE 3.
DATA AND HISTORICAL INFORMATION.
TYPICAL SECTIONS WERE DEVELOPED USING SURVEY 2.
LEVEE WITH SMOOTH SLOPES.
TOP OF REPAIR SECTIONS SHALL TRANSITION TO THE 1.
FROM STA 111+50 TO 995+40 SEE PLANS FOR LOCATIONS
NOTE: IMPERVIOUS REPAIRS LOCATED IN MULTIPLE LOCATIONS
1C-303
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DAM
A1 SCALE: 1"=20'
REPAIR AREA - ROCKY RUN DAM
F1 SCALE: 1"=20'
REPAIR AREA - JENIFER CREEK DAM
10'
DAM
ALLUVIUM
COMPACTED PERVIOUS FILL
1% SLOPE TO DRAIN
BED ROCK
GROUT HOLES
COMPACTED IMPERVIOUS FILL
STA. 4+00± TO STA. 5+80±
COMPACTED IMPERVIOUS CUTOFF -
AND PLACE RIPRAP
UNDERCUT SCOUR AREA
EXISTING GROUND
BED ROCKGROUT HOLES
1% SLOPE TO DRAIN
COMPACTED PERVIOUS FILL
COMPACTED IMPERVIOUS FILL
(DEPTH VARIES-SEE NOTE 6)
BOTTOM OF EXCAVATION
BENCH IN MATERIAL
GROUND
EXISTING
STAGE 1
DAM EMBANKMENT
HISTORIC
FINISHED GRADE
PERMANENT SEEDING FOR
PLACE 6" OF TOPSOIL WITH
BERM
FILL TO ORIGINAL DAM TEMPLATE
PLACE COMPACTED IMPERVIOUS
ORIGINAL DAM TEMPLATE
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BERM
25'
CLEARING/ STRIPPING LIMITS
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EL 579.00'
EL 548.30' PERMANENT POOL
EL 560.00'
COMPACTED IMPERVIOUS FILL ROCK
T O
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UPSTREAMDOWNSTREAM
1.5
EL 572.00'
UPSTREAMDOWNSTREAM
EL 555.00'
EL 549.50'
1.5
EL 545.00' PERMANENT POOL
GENERAL SHEET NOTES
APPROVE THE EXCAVATION BEFORE PLACING MATERIAL.
COR TO HAVE A USACE GEOTECNICAL ENGINEER
RECONSTRUCT THE SLOPE FACE. COORDINATE WITH THE
COMPETENT MATERIAL PRIOR TO PLACING MATERIAL TO
EXCAVATION SHALL BE OBSERVED FOR FIRM,
THE UPPER 10 TO 14 FEET. THE BOTTOM OF THE
SLOUGHED AREA. SOFT SOILS WERE ENCOUNTERED IN
REPAIR IS BASED ON SOIL BORINGS CONDUCTED IN THE
SUBGRADE. DEPTH OF EXCAVATION REQUIRED FOR THE
REMOVE SLOUGHED MATERIAL TO ACHIEVE A FIRM
FOR JENIFER CREEK DAM, THE CONTRACTOR SHALL 6.
MATERIAL PLACEMENT IS PERMITTED BELOW WATER.
NEEDED TO COMPLETE THE REPAIR. NO IMPERVIOUS
CONTRACTOR SHALL CONTROL THE RESERVOIR AS 5.
SPECIFICATIONS TO THE LINES AND GRADE SHOWN.
FILL WITH MATERIAL IN ACCORDANCE WITH 4.
MATERIAL AS NEEDED.
TOPSOIL FROM THE REPAIR AREA PRIOR TO PLACING
CONTRACTOR SHALL REMOVE DEBRIS AND STRIP 3.
INFORMATION.
TYPICAL SECTIONS WERE DEVELOPED USING HISTORICAL 2.
SMOOTH SLOPE.
TOP OF REPAIR SECTIONS SHALL TRANSITION IN A 1.
20' 40'0
20' 40'0
CLEARING/
STRIPPING LIMITS
C-303
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WSE EL 548.3'
EX BENCH EL 547'
2'
10'
10'
805+76 TO STA. 806+00
SOUTH SCOUR STA
453+76 TO STA 454+00
NORTH SCOUR STA
448+00 TO STA 448+24
NORTH SCOUR STA
APPROXIMATE EL 557'
TOP OF SCOUR
STONE
PLACE 6" BEDDING
FINAL GRADE
PLACE IDOT RR5 RIPRAP
BOTTOM OF EXCAVATION
APPROXIMATE
EXISTING GROUND
FINISHED GRADE
PERMANENT SEEDING FOR
PLACE 6" OF TOPSOIL WITH
PLACEMENT
MATERIAL
IMPERVIOUS
EXCAVATION AND
EXCAVATION LINE
FINISHED GRADE
EXISTING EMBANKMENT
EXCAVATION FROM
FACE OF INITIAL
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ROCKY RUN DAM - SCOUR REPAIR SECTION
SCALE: 1"=5'
E1
BENCHING SECTION IMPERVIOUS FILL
SCALE: NTS
VARIES
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SCALE: NTS
SCOUR REPAIR END TREATMENT SECTION
DREDGE SECTION
SCALE: NA
N1
MISSISSIPPI RIVER
VARIES
M
A
XRIVERBANK
GROUNDLINE
EXISTING
ASSUMED
DREDGED MATERIAL
V A
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IE
S
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3H:1V
H :1
V (M
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PLACE 24" RR5 RIPRAP
BEDDING STONE
PLACE 6" OR 18" RR2
EXISTING GROUND
RIVER FLOW4
4 1
PLACE 24" RR5 RIPRAP
BEDDING STONE
PLACE 6" OR 18" RR2
EXISTING GROUND
RIVER FLOW
DOWNSTREAM
UPSTREAM
GENERAL SHEET NOTES
0 5' 10'
REPAIRED BY OTHERS.
INSTABILITY ABOVE THE DEFINED SCOUR WILL BE
FOR ROCKY RUN SCOUR REPAIR, SIGNS OF SLOPE 3.
AREA PRIOR TO PLACING STONE.
MATERIAL SHOULD BE REMOVED FROM THE WORKING
FOR ROCKY RUN SCOUR REPAIR, DEBRIS AND LOOSE 2.
TOPOGRAPHIC INFORMATION DATED 01/02/2020.
WAS DEVELOPED USING USACE PROVIDED
FOR ROCKY RUN SCOUR REPAIR, GROUNDLINE SHOWN 1.
25% EXCEEDANCE
RIVER EL 477.0
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EXISTING GROUND (TYP)
TEMPLATE (TYP)
AUTHORIZED LEVEE
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
520 520
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
520 520
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
FOUND CONDITIONS.
THE REPAIR AREAS SHOWN SHALL BE RETURNED TO AS-
MINIMIZED. ANY DISTURBANCE TO AREAS OUTSIDE OF
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE 3.
PROVIDED BY USACE.
2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021. AS
ON LEVEE AND SCOUR AREA SURVEYS DATED DECEMBER
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED 2.
SEE SHEET C-301 FOR TYPICAL REPAIR SECTIONS.1.
GENERAL SHEET NOTES
REPAIR AREA
992+81
743+98
585+18
441+73
338+39
111+50
BEGIN STA
1010+67
759+11
657+21
462+64
348+74
200+29
END STA
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A1
SECTION - 197+41.00
1"=20'SCALE: 20' 40'0
D1
SECTION - 200+29.00
1"=20'SCALE:
G1
SECTION - 338+39.00
1"=20'SCALE:
K1
SECTION - 343+72.00
1"=20'SCALE:
A9
SECTION - 348+74.00
1"=20'SCALE:
D9
SECTION - 441+73.00
1"=20'SCALE:
G9
SECTION - 446+74.00
1"=20'SCALE:
K9
SECTION - 451+96.00
1"=20'SCALE:
RIVERSIDELANDSIDE
RIVERSIDELANDSIDE
RIVERSIDELANDSIDE RIVERSIDELANDSIDE
RIVERSIDELANDSIDE
RIVERSIDELANDSIDE
RIVERSIDELANDSIDE
RIVERSIDELANDSIDE
NOTE: END REPAIR AREA 1.
NOTE: BEGIN REPAIR AREA 2.
NOTE: END REPAIR AREA 2.
NOTE: BEGIN REPAIR AREA 3.
E L
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.7
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M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
L E
V E
E R
E P
A
IR
A R
E A
C R
O S
S S
E C
T
IO
N S
C-305
A M
A R
T
IN
M
V A
U G
H
AUTHORIZED LEVEE
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
FOUND CONDITIONS.
THE REPAIR AREAS SHOWN SHALL BE RETURNED TO AS-
MINIMIZED. ANY DISTURBANCE TO AREAS OUTSIDE OF
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE 3.
PROVIDED BY USACE.
2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021. AS
ON LEVEE AND SCOUR AREA SURVEYS DATED DECEMBER
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED 2.
SEE SHEET C-301 FOR TYPICAL REPAIR SECTIONS.1.
GENERAL SHEET NOTES
REPAIR AREA
992+81
743+98
585+18
441+73
338+39
111+50
BEGIN STA
1010+67
759+11
657+21
462+64
348+74
200+29
END STA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 457+38.00
SECTION - 462+64.00
1"=20'SCALE:
G1
SECTION - 585+18.00
1"=20'SCALE:
K1
SECTION - 590+20.00
1"=20'SCALE:
A9
SECTION - 595+60.00
1"=20'SCALE:
D9
SECTION - 600+68.00
1"=20'SCALE:
G9
SECTION - 611+15.00
1"=20'SCALE:
K9
SECTION - 616+27.00
1"=20'SCALE:
�LANDSIDE RIVERSIDE
LANDSIDE � RIVERSIDE
LANDSIDE � RIVERSIDE
LANDSIDE � RIVERSIDE LANDSIDE � RIVERSIDE
LANDSIDE � RIVERSIDE
LANDSIDE � RIVERSIDE
LANDSIDE � RIVERSIDE
NOTE: END REPAIR AREA 3.
NOTE: BEGIN REPAIR AREA 4.
E L
.5
6 1 .3
.5
.4
.7
.7
.1
.4
.2
.0
.2
.9
.7
.9
.72
.6
.8
.1
.1
.5
.3
.8
.22
.8
.9
.6
.7
.0
.4
E L
.5
E
L
.2
E
L
.2
E L
.1
E
L
.1
E L
.0
E
L
.9
C-301
A1
C-301
A1
C-301
A1
C-301
A1
C-301
A1
C-301
A1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
L E
V E
E R
E P
A
IR
A R
E A
C R
O S
S S
E C
T
IO
N S
C-306
A M
A R
T
IN
M
V A
U G
H
B
A R
N
AUTHORIZED LEVEE
REPAIR AREA
REPAIR AREA REPAIR AREA
REPAIR AREA
REPAIR AREA
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
FOUND CONDITIONS.
THE REPAIR AREAS SHOWN SHALL BE RETURNED TO AS-
MINIMIZED. ANY DISTURBANCE TO AREAS OUTSIDE OF
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE 3.
PROVIDED BY USACE.
2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021. AS
ON LEVEE AND SCOUR AREA SURVEYS DATED DECEMBER
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED 2.
SEE SHEET C-301 FOR TYPICAL REPAIR SECTIONS.1.
GENERAL SHEET NOTES
REPAIR AREA
992+81
743+98
585+18
441+73
338+39
111+50
BEGIN STA
1010+67
759+11
657+21
462+64
348+74
200+29
END STA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 621+41.00
SECTION - 626+72.00
1"=20'SCALE:
G1
SECTION 631+98.00
1"=20'SCALE:
K1
SECTION - 636+88.00
1"=20'SCALE:
A9
SECTION - 642+03.00
1"=20'SCALE:
D9
SECTION - 647+14.00
1"=20'SCALE:
G9
SECTION - 652+26.00
1"=20'SCALE:
K9
SECTION - 657+21.00
1"=20'SCALE:
LANDSIDE � RIVERSIDE
NOTE: END REPAIR AREA 4.
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L
.9
.4
.3
.0
.6
.0
.8
.9
.1
.4
.0
.9
.9
.6
.2
.2
.6
.6
.1
.7
.0
E L
.8
E
L
.8
E L
.7
E L
.7
E
L
.6
E L
.6
E
L
.5
C-301
A1
C-301
A1
C-301
A1
C-301
A1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
L E
V E
E R
E P
A
IR
A R
E A
C R
O S
S S
E C
T
IO
N S
C-307
A M
A R
T
IN
M
V A
U G
H
B
A R
N
AUTHORIZED LEVEE
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
REPAIR AREA
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FOUND CONDITIONS.
THE REPAIR AREAS SHOWN SHALL BE RETURNED TO AS-
MINIMIZED. ANY DISTURBANCE TO AREAS OUTSIDE OF
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE 3.
PROVIDED BY USACE.
2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021. AS
ON LEVEE AND SCOUR AREA SURVEYS DATED DECEMBER
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED 2.
SEE SHEET C-301 FOR TYPICAL REPAIR SECTIONS.1.
GENERAL SHEET NOTES
REPAIR AREA
992+81
743+98
585+18
441+73
338+39
111+50
BEGIN STA
1010+67
759+11
657+21
462+64
348+74
200+29
END STA
A1
SECTION - 743+98.00
SECTION - 749+12.00
1"=20'SCALE:
G1
SECTION - 754+19.00
1"=20'SCALE:
K1
SECTION - 759+11.00
1"=20'SCALE:
A9
SECTION - 992+81.00
1"=20'SCALE:
D9
SECTION - 995+64.00
1"=20'SCALE:
G9
SECTION - 1000+75.00
1"=20'SCALE:
K9
SECTION - 1005+54.00
1"=20'SCALE:
LANDSIDE � RIVERSIDE
NOTE: BEGIN REPAIR AREA 5.
NOTE: END REPAIR AREA 5.
NOTE: BEGIN REPAIR AREA 6.
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L
.6
.3
.5
.4
.7
.9
.0
.2
.0
.9
.0
.8
.5
.6
.1
.2
.7
.9
.0
.3
.3
.0
.9
.8
.5
E L
.6
E
L
.5
E L
.5
E L
.9
E
L
.9
E L
.9
E
L
.9
C-301
A1
C-301
A1
C-301
A1
C-301
A1
C-301
A1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
L E
V E
E R
E P
A
IR
A R
E A
C R
O S
S S
E C
T
IO
N S
C-308
A .M
A R
T
IN
M
V A
U G
H
B
A R
N
AUTHORIZED LEVEE
-100 -80 -60 -40 -20 0 20 40 60 80 100
480 480
500 500
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FOUND CONDITIONS.
THE REPAIR AREAS SHOWN SHALL BE RETURNED TO AS-
MINIMIZED. ANY DISTURBANCE TO AREAS OUTSIDE OF
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE 3.
PROVIDED BY USACE.
2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021. AS
ON LEVEE AND SCOUR AREA SURVEYS DATED DECEMBER
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED 2.
SEE SHEET C-301 FOR TYPICAL REPAIR SECTIONS.1.
GENERAL SHEET NOTES
REPAIR AREA
992+81
743+98
585+18
441+73
338+39
111+50
BEGIN STA
1010+67
759+11
657+21
462+64
348+74
200+29
END STA
A1
SECTION - 1010+67.00
LANDSIDE RIVERSIDE
NOTE: END REPAIR AREA 6.
E L
.9
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
N O
R T
H S
C O
U R
R E
P A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N S
C-309
A M
A R
T
IN
M
V A
U G
H
B
A R
N
P
D
A E
C p d f.
p lt c fg
:1
:0
A
M
/1
/2
A E
C E n g li s h W o rk
S p a c e
\A
E C
T e m p la te E n g li s h
\5
C
-3 .d g n
TEMPLATE (TYP)
AUTHORIZED LEVEE
EXISTING GROUND (TYP)
FINAL GRADE (TYP)
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 5004 .6
.6
.9
.9
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.0
.6
.9
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.3
.1
.6
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.0
.8
.6
.2
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.5
.6
.6
.4
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.0
.7
.1
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.2
.3
.6
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.8
.4
.9
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 448+00.00
A E
C E n g li s h W o rk
S p a c e
\A
E C
T e m p la te E n g li s h
\5
C
-3 .d g n
D S
P
D
A E
C p d f.
p lt c fg
:1
:0
A
M
/1
/2
D1
SECTION - 448+50.00
1"=20'SCALE:
G1
SECTION - 449+00.00
1"=20'SCALE:
K1
SECTION - 449+50.00
1"=20'SCALE:
A10
SECTION - 450+00.00
1"=20'SCALE:
D10
SECTION - 450+50.00
1"=20'SCALE:
G10
SECTION - 451+00.00
1"=20'SCALE:
K10
SECTION - 451+50.00
1"=20'SCALE:
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE SCOUR AREA
CROSS SECTION SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
DECEMBER 2019, JANUARY 2020 , JUNE 2021 AND AUGUST 2021.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEYS DATED 1.
GENERAL SHEET NOTES
C-301
J1
C-301
J1
C-301
J1
C-301
J1
C-301
J1
C-301
J1
C-301
J1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
N O
R T
H S
C O
U R
R E
P A
IR
A
R E
A
C R
O S
S S
E C
T
IO
N S
C-310
A M
A R
T
IN
M
V A
U G
H
B A
R N
P
D
A E
C p d f.
p lt c fg
:1
:1
A
M
/1
/2
A E
C E n g li s h W o rk
S p a c e
\A
E C
T e m p la te E n g li s h
\5
C
-3 .d g n
TEMPLATE (TYP)
AUTHORIZED LEVEE
FINAL GRADE (TYP)
EXISTING GROUND (TYP)
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
NORTH SCOUR REPAIR
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.8
.4
.3
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.4
.8
.3
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.2
.2
.4
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 5004 .6
.2
.0
.2
0 20 40 60 80 100 120 140 160 180 200 220
460 460
480 480
500 500
.6
.6
.6
.2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 452+00.00
A E
C E n g li s h W o rk
S p a c e
\A
E C
T e m p la te E n g li s h
\5
C
-3 .d g n
D S
P
D
A E
C p d f.
p lt c fg
:1
:1
A
M
/1
/2
D1
SECTION - 452+50.00
1"=20'SCALE:
G1
SECTION - 453+00.00
1"=20'SCALE:
K1
SECTION - 453+50.00
1"=20'SCALE:
A10
SECTION - 454+00.00
1"=20'SCALE:
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE SCOUR AREA
CROSS SECTION SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
DECEMBER 2019, JANUARY 2020 , JUNE 2021 AND AUGUST 2021.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEYS DATED 1.
GENERAL SHEET NOTES
C-301
J1
C-301
J1
C-301
J1
C-301
J1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
A
.0
T
O S
T A
.0
S O
U T
H S
C O
U R
R E
P A
IR
A
R E
C-311
GROUND (TYP.)
EXISTING
(TYP.)
FINAL GRADE
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
C R
O S
S S
E C
T
IO
N S
TEMPLATE (TYP.)
AUTHORIZED LEVEE
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 5004 .0
.8
.6
.8
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 5004 .0
.5
.2
.8
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 5004 .0
.1
.5
.6
0 20 40 60 80 100 120 140 160 180 220
440 440
460 460
480 480
500 500
.0
.0
.8
.7
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 500
.0
.4
.8
.2
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 500
220 240
.0
.7
.1
.6
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 800+00.00
1"=20'SCALE: 20' 40'0
C B
A R
N E
S
A M
A R
T
IN
M
V A
U G
H
SECTION - 800+50.00
1"=20'SCALE:
J1
SECTION - 801+00.00
1"=20'SCALE:
A9
SECTION - 801+50.00
1"=20'SCALE:
E9
SECTION - 802+00.00
1"=20'SCALE:
J9
SECTION - 802+50.00
1"=20'SCALE:
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE SCOUR AREA
CROSS SECTIONS SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
DECEMBER 2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEYS DATED 1.
GENERAL SHEET NOTES
C-301
J1
C-301
J1
C-301
J1
C-301
J1
C-301
J1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
A
.0
T
O S
T A
.0
S O
U T
H S
C O
U R
R E
P A
IR
A
R E
A
C-312
A M
A R
T
IN
M
V A
U G
H
B
A R
N
REPAIR
SOUTH SCOUR
GROUND (TYP.)
EXISTING
(TYP.)
FINAL GRADE
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
REPAIR
SOUTH SCOUR
C R
O S
S S
E C
T
IO
N S
TEMPLATE (TYP.)
AUTHORIZED LEVEE
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 500
220 240
.0
.2
.8
.2
0 20 40 60 80 100 120 140 160 180 220
440 440
460 460
480 480
500 500
180 200
.0
.3
.8
.4
0 20 40 60 80 100 120 140 160 180 220
440 440
460 460
480 480
500 500
.0
.9
.7
.3
0 20 40 60 80 100 120 140 160 180 240
440 440
460 460
480 480
500 500
200 220
.0
.4
.6
.8
0 20 40 60 80 100 120 140 160 180 240
440 440
460 460
480 480
500 500
200 220
.0
.3
.0
.4
0 20 40 60 80 100 120 140 160 180 200
440 440
460 460
480 480
500 5004 .0
.2
.8
.7
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 803+00.00
1"=20'SCALE: 20' 40'0
E1
SECTION - 803+50.00
1"=20'SCALE:
J1
SECTION - 804+00.00
1"=20'SCALE:
A11
SECTION - 804+50.00
1"=20'SCALE:
E11
SECTION - 805+00.00
1"=20'SCALE:
J11
SECTION - 805+50.00
1"=20'SCALE:
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE SCOUR AREA
CROSS SECTIONS SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
DECEMBER 2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEYS DATED 1.
GENERAL SHEET NOTES
C-301
J1
C-301
J1
C-301
J1
C-301
J1
C-301
J1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
S O
U T
H S
C O
U R
R E
P A
IR
A
R E
A
C-313
A M
A R
T
IN
M
V A
U G
H
B
A R
N
REPAIR
SOUTH SCOUR
GROUND
EXISTING
FINAL GRADE
C R
O S
S S
E C
T
IO
N S
LEVEE TEMPLATE
AUTHORIZED
0 20 40 60 80 100 120 140 160 180 200
460 460
480 480
500 5004 .0
.8
.7
.9
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 806+00.00
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE SCOUR AREA
CROSS SECTIONS SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
DECEMBER 2019, JANUARY 2020, JUNE 2021 AND AUGUST 2021.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEYS DATED 1.
GENERAL SHEET NOTES
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
T
O S
T A
.0
R O
C K
Y R
U N
D A
M R
E P
A
IR
S
C R
O S
S S
E C
T
IO
N S
C-314
A M
A R
T
IN
M
V A
U G
H
B
A R
N
SCOUR REPAIR AREA
FINAL GRADE (TYP)
SCOUR REPAIR AREA
SCOUR REPAIR AREA
SCOUR REPAIR AREA
SCOUR REPAIR AREA
SCOUR REPAIR AREA
SCOUR REPAIR AREA
-20 -10 0 10 20 30 40 50 60 70
550 550
.5
.7
.6
.4
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.8
.4
.3
.0
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.5
.3
.7
.8
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.3
.5
.9
.7
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.6
.5
.9
.7
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.0
.8
.0
.7
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.2
.7
.9
.3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTIONS - 7+00.00
1"=10'SCALE: 10' 20'0
SECTION - 8+00.00
1"=10'SCALE:
H1
SECTION - 9+00.00
1"=10'SCALE:
L1
SECTION - 10+00.00
1"=10'SCALE:
A9
SECTION - 11+00.00
1"=10'SCALE:
E9
SECTION - 12+00.00
1"=10'SCALE:
J9
SECTION - 13+00.00
1"=10'SCALE:
RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
DAM REPAIR TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE ROCKY RUN
CROSS SECTIONS SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
JANUARY 2020 AS PROVIDED BY USACE.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEY DATED 1.
GENERAL SHEET NOTES
C-303
A1
C-303
A1
C-303
A1
C-303
A1
C-303
A1
C-303
A1
S I
D
S O
L
IC
IT
A
T
O O
D R
IS
K
M A
N A
G E
M E
N T
P R
O J E
C T
H U
N T
-L
IM
A D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
A D
A M
S A
N D
H A
N C
O C
K C
O U
N T
IE
S
IL
L
IN
O
IS
W X
X X
X X
-X X
-X -X
X X
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D R
IV
E
R O
C K
I S
L A
N D
D
IS
T R
E K
B
N O
V E
M B
E R
W E
L S
C H
S T
A
.0
R O
C K
Y R
U N
D A
M R
E P
A
IR
C R
O S
S S
E C
T
IO
N S
C-315
A M
A R
T
IN
M
V A
U G
H
M
A R
IN
P
D
A E
C p d f.
p lt c fg
:1
:1
A
M
/1
/2
A E
C E n g li s h W o rk
S p a c e
\A
E C
T e m p la te E n g li s h
\5
C
-3 .d g n
EXISTING GROUND
FINAL GRADE
SCOUR REPAIR AREA
-20 -10 0 10 20 30 40 50 60 70
550 550
560 560
570 570
.1
.4
.0
.8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SECTION - 14+00.00
1"=10'SCALE: 10' 20'0
A E
C E n g li s h W o rk
S p a c e
\A
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RETURNED TO AS-FOUND CONDITIONS.
DISTURBANCE TO AREAS OUTSIDE OF THE REPAIR AREAS SHOWN SHALL BE
DISTURBANCE OF NON-REPAIR AREAS SHOULD BE MINIMIZED. ANY 3.
DAM REPAIR TYPICAL SECTION.
MAXIMUM SLOPES SHALL ADHERE TO THOSE SHOWN ON THE ROCKY RUN
CROSS SECTIONS SHOW FINAL GRADES. MINIMUM MATERIAL THICKNESS AND 2.
JANUARY 2020 AS PROVIDED BY USACE.
EXISTING GROUNDLINE SHOWN ON SECTIONS IS BASED ON SURVEY DATED 1.
GENERAL SHEET NOTES
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S-001
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
GENERAL:
UTILITIES:
STRUCTURAL STEEL NOTES
GENERAL:
CONCRETE NOTES:
STRUCTURAL GENERAL NOTES
22 17
29 22
36 28
42 33
62 48
71 54
80 62
89 69
99 77
29 23
39 29
47 36
56 44
81 63
93 71
BAR SIZE
TOP OTHER TOP OTHER
LENGTH, INCHES
MINIMUM DEVELOPMENT
LENGTH, INCHES
MINIMUM LAP SPLICE
AND SPLICE TABLES - 4500 PSI
REINFORCEMENT DEVELOPMENT
REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS 3.
COMMENCES. SEE SPECIFICATIONS.
PERFORMANCE QUALIFICATION RECORDS (WPQR) SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL BEFORE WELDING
STRUCTURAL WELDING CODES. WELD PROCEDURE SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION RECORDS (PQR) AND WELDING
ALL WELDING SHALL BE ELECTRIC ARC WELDING. WORKMANSHIP AND TECHNIQUE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 2.
DIMENSIONS SHOWN ON THE DRAWINGS ARE FINAL DIMENSIONS. ALLOWANCES SHALL BE MADE FOR MACHINING IF REQUIRED.1.
DRAWINGS.WHERE UTILITY RELOCATIONS REQUIRE NEW PENETRATIONS THROUGH THE FLOODWALL, TYPICAL PENETRATION DETAILS ARE SHOWN ON THE 5.
OBTAIN CONTRACTING OFFICER APPROVAL OF FINAL PILE LOCATIONS PRIOR TO SHIFTING PILES.
H-PILES SHALL BE SHIFTED THE MINIMUM AMOUNT NECESSARY TO CLEAR EXISTING UTILITIES THAT ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL 4.
WORK TO PROVIDE THE UTILITY OWNERS REASONABLE ACCESS TO PERFORM THEIR PORTION OF THE RELOCATION WORK.
THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE USACE AND THE UTILITY OWNERS. THE CONTRACTOR SHALL SCHEDULE HIS 3.
DISPOSITION OF IDENTIFIED EXISTING UTILITIES ARE SHOWN ON SHEET S-101.2.
TO REMAIN IN PLACE.
LINES BOTH HORIZONTALLY AND VERTICALLY TO DETERMINE IF ANY CONFLICTS WILL OCCUR. THE CONTRACTOR SHALL PROTECT ALL UTILITIES THAT ARE
COMMENCING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO VERIFY LOCATIONS OF ALL EXISTING UTILITY
BEFORE THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. 1.
DESIGN CRITERIA:
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES AND REGULATIONS.7.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS TO PROTECT PUBLIC SAFETY AND ADJOINING PROPERTIES.6.
REQUIRED BY THE WORK. ALL WORK SHALL CONFORM TO OSHA REQUIREMENTS.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL SHEETING, BRACING, SHORING AND OTHER SUPPORTS 5.
FREE OF WATER AND TO PROTECT FROM DAMAGE BY WATER DURING ALL PHASES OF CONSTRUCTION. SEE SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND MAINTAINING ALL NECESSARY METHODS AND EQUIPMENT TO KEEP EXCAVATIONS 4.
OBVIOUSLY OUT OF SCALE.
DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED - FOLLOW DIMENSIONS. NOT TO SCALE "NTS" IS NOTED WHERE DETAILS ARE 3.
DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.2.
ELEVATIONS ARE IN FEET AND REFER TO MSL1912. ELEVATIONS REPRESENT THE FINAL ELEVATION AFTER PLACEMENT OF ALL CONCRETE.1.
ASTM A 775 WITH GREEN COLOR.
ALL REINFORCING REQUIRING ANTI-CORROSION COATING SHALL BE ANTI-CORROSION EPOXY COATED IN ACCORDANCE WITH CRSI STANDARDS AND 12.
HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
APPROVAL BY THE CONTRACTING OFFICER. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH RESPECT TO A
ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO
OTHERWISE INDICATED ON THE DRAWINGS. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE
THE DEVELOPMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND DEVELOPMENT LENGTHS WHERE LENGTHS ARE NOT 11.
DIRECTED BY THE CONTRACTING OFFICER. SHIFT BOTTOM REINFORCEMENT IN ALL WALL PILE CAPS AS REQUIRED TO CLEAR PILES.
REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS 10.
REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.9.
IT IS ESSENTIAL TO REASONABLE CONSTRUCTABILITY OR TO MISS EMBEDDED ITEMS.
FIELD BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT WHERE AS OTHERWISE APPROVED BY THE USACE, 8.
CONCRETE REINFORCING STEEL INSTITUTE (CRSI).
PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE" OF THE 7.
DETAILING MANUAL - 2004.
ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE 6.
REINFORCEMENT SHALL BE DISCONTINUED AT ALL EXPANSION JOINTS.
SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. REINFORCEMENT SHALL BE CONTINUOUS THRU ALL CONSTRUCTION JOINTS.
CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE 5.
1110-2-2104.
CLEAR COVER FOR REINFORCEMENT SHALL BE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, COVER SHALL BE IN ACCORDANCE WITH EM 4.
UNLESS OTHERWISE NOTED, PROVIDE A ¾" CHAMFER AT ALL EXPOSED JOINTS, EDGES, EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.3.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCEMENT SHALL BE EPOXY COATED.2.
CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED.1.
G. ASSUMED GROUNDWATER ELEVATION: 3 FEET BELOW TOP OF WALL
F. BACKFILL SLOPE: 18.5 DEGREES
E. EQUIVALENT PASSIVE FLUID PRESSURE: 260.3 pcf
D. EQUIVALENT ACTIVE FLUID PRESSURE: 43.9 pcf
C. SOIL WET UNIT WEIGHT: 110 pcf
B. Kp = 2.366
A. Ka = 0.399
D3 - LATERAL EARTH LOADING:
B. SURGHARGE LIVE LOAD - 250 PSF
A. CONSTRUCTION LOADING - 300 PSF
D2 - LIVE LOAD:
B. SUPERIMPOSED DEAD LOAD - SOIL WEIGHT - 120 PCF
A. ACTUAL TRIBUTARY STRUCTURE WEIGHT
D1 - DEAD LOAD:
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NORTH SHEET PILE WALL
SCALE: 1/4"=1'-0"
PILE IS IN PLACE
REINSTALLED AFTER SHEET
REMOVED AND REPLACED OR
DISCHARGE PIPES WILL BE
FL EL 472.5'
(FIELD VERIFY SIZE)
RELIEF WELL DISCHARGE
SOUTH SHEET PILE WALL
SCALE: 1/4"=1'-0"
A11
SPACING
4'-0" MAX
10'-0"
5'-0"
SPACING
4'-0" MAX
11'-0"± OF PZ 40 EXISTING CONCRETE WALL
27'-0"± OF PZ 40EXISTING CONCRETE WALL (TO REMAIN)
AFTER SHEET PILE IS IN PLACE
AND REPLACED OR REINSTALLED
DISCHARGE PIPES WILL BE REMOVED
SIZE, LOCATION, AND ELEVATION)
RELIEF WELL DISCHARGE (FIELD VERIFY
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N D
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E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
GENERAL SHEET NOTES
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.1.
TOP OF WALL
477.10±
TOP OF WALL
477.10±
WATER LEVEL
AVERAGE
471.00±
OF FOREBAY
APPROXIMATE BOTTOM
467.35
454.64 454.64
WATER LEVEL
AVERAGE
471.00±
OF FOREBAY
APPROXIMATE BOTTOM
467.35
0 4' 8'2' 0 4' 8'2'
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A N
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S
O F
T H
R E
A D
S-502
G5
S-502
L5
S-502
J11
S-502
C11
S-502
G5
S-502
L5
S-502
C11
S-502
J11
S-502
C5
S-502
C5
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#6 TIES
30"
15"15"
#8 BARS @ 8" O.C.
B
A R
S
O
.C E
A F
A C
E
SMOOTH TRANSITIONS
CONDITIONS WITH
GRADE TO AS-FOUND
RESTORE FINISHED
SHEET PILE WALL CAP
SCALE: 1"=1'-0"
J11
SHEET PILE AND CONCRETE WALL CONNECTION
SCALE: 1/4"=1'-0"
G5
"8" MIN
#8 HORIZONTAL BARS, TYP
#6 TIES, TYP
6" MIN EMBED
FOR ADHESIVE ANCHORS
MANUFACTURER'S RECOMMENDATIONS
HILTI HY-200 ADHESIVE (FOLLOW
L 6"X6"X1/2"
1" STRUCTURAL GROUT
VERTICALLY
THREADED ROD AT 12" O.C.
5/8" DIA X 10" LONG SS
SHEET PILE WALL CAP END
L5
GUARDRAIL
C11
/4
-1
/4
-1
/2
-1
/4
1-1/4"
2-1/4"2-1/4"
1-1/4" 7"
GUARDRAIL AND POST
1-1/2" DIA ALUMINUM
4"X1/4" ALUMINUM KICKPLATE
2" DIA ALUMINIUM SLEEVE
FOR ADHESIVE ANCHORS)
ALL MANUFACTURERES RECOMMENDATIONS
EMBEDMENT INTO CONCRETE CAP)(FOLLOW
SET IN HILTI HY-200 ADHESIVE (4" MIN.
3/8" DIA X 6" LONG SS THREADED RODS
ALUMINUM PLATE
7"X6"X3/8"
DISCHARGE PIPE PENETRATION
SCALE: 1/4"=1'-0"
C5
PIPE
AROUND
12" MIN
M
IN
#6 BAR
(FIELD VERIFY PIPE SIZE)
CUT HOLE FOR DISCHARGE PIPE
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
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IN
E E
R S
GENERAL SHEET NOTES
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.1.
1/4" 1-1/2"@6"
0 1' 2'6"
0 1' 2'6"
0 4' 8'2'
0 4' 8'2' 0 1' 2'6"
THREADED RODS TO ALUMINUM PLATE.
PROVIDE INSULATING WASHERS BETWEEN SS
ALUMINUM PLATE AND CONCRETE SURFACE.
PROVIDE 1/16 INCH NEOPRENE SHEET BETWEEN
NOTE:
(EXTEND 6" OUTSIDE CMP)
CONCRETE BACKFILL
P
IP
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IL
W
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R E
E N
B L
A N
K R
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N U
P P
GUARD
OUTLET PIPE
PILE WALL
SHEET
SEAL
2' BENTONITE PELLET
WOUND 0.060" SLOT (SEE SPECIFICATIONS)
8-INCH STAINLESS STEEL CONTINUOUS
BLANK (SILT TRAP)
8" STAINLESS STEEL RISER
REQUIREMENTS
MEETING SPECIFICATION
FILTER PACK SAND FOR UPPER SCREEN
REQUIREMENTS
SCREEN MEETING SPECIFICATION
FILTER PACK SAND FOR LOWER
RISER BANK AND END CAP
8" STAINLESS STEEL
2"
1"
8" I.D.5/8"
2 1/4 1 1/2" 1 1/2"
12 1/4"
1"
5/8"
/2
/2
3/8"
/1
6 7/8" DIA.
9 1/2" DIA.
7 1/4" R.
1 13/16" R.
WELD
1 13/16" R.
7 1/4" R.
3/8" DIA. ALUMINUM ROD
1/4" DIA. ALUMINUM ROD
TIGHT SEAL
WELD TO MAKE WATER
3/16" ALUMINUM PLATE
PLATE OF VALVE
RING WELDED TO
2" INSIDE DIA.
RUBBER GASKET
IRON TENON
CAST
6 1/2" RADIUS
METAL RING
1/4" 2" GALV.
INTERSECTIONS AND AT RIM
MESH NO. 6 GA. SPOT WELD AT
1"X1" GALV. WOVEN WIRE
FLAT WASHER
GALV. BOLT WITH NUT AND
DRILL FOR 1 1/4"-1 1/4" LONG L. CLIP WELDED TO PIPE
1 3/4"X1 3/4"X1/4" GALV.
1 1/2"
A1
RELIEF WELL NO. 1 REPLACEMENT WELL DETAILS
NOT TO SCALE
EX GROUND
STEEL RISER PIPE
8" DIA. STAINLESS
(SEE SPECIFICATIONS)
WOUND WELL SCREEN, 0.040" SLOT
6" STAINLESS STEEL, CONTINUOUS
METAL PIPE WITH LID
24" CORRUGATED
DISCHARGE PIPE
10" DIA HDPE DR11
TIGHT CONNECTION
PROVIDE WATER
INTO CONCRETE BACKFILL
EMBED CMP MINIMUM 6"
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L8
REINFORCEMENT CLEARANCE DETAIL
SCALE: NTS
(M
IN
(M
IN
(M
IN
SPACING
F11
REINFORCEMENT WITH "T" 1'-0"
SCALE: 3/4"=1'-0"
TT
S E
E S
C H
E D
U L
E
L A
P S
P L
IC
E
R
M C
D A
N
IE
L
442'
SECTION RELIEF WELL
SECTION CAST IRON TENON
DETAIL OF CHECK VALVE
2"
OUTLET PIPE GUARD SCREEN
EL 473.3'
OUTLET
EL 482.8'
~EL 478.8'
462'
452'
397'
392'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
GENERAL SHEET NOTES
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.1.
PRIMARY REINFORCEMENT
SECONDARY REINFORCEMENT
FACE OF CONCRETE
L E
S S
T H
A N
IN
T
H
IC
K N
E S
S C
O N
C R
E T
E S
E C
T
IO
N E
Q U
A L T
O
D L
E S
S T
H A
N
IN
T
H
IC
K N
E S
S C
O N
C R
E T
E S
E C
T
IO
N G
R E
A T
E R
T H
A N
G R
E A
T E
R T
H A
N
IN
T
H
IC
K N
E S
S C
O N
C R
E T
E S
E C
T
IO
N E
Q U
A L T
O
ALL DIMENSIONS DO NOT INCLUDE THE THICKNESS OF ANY FORM LINER.1.
NOTE:
T > 1'-6"
T ADDITIONAL REINFORCEMENT
#4 U TO MATCH SPACING OF VERTICALS
#5 U TO MATCH SPACING OF VERTICALS
T 1'-6"_<
PLANS SHEETS.
THIS DETAIL TO BE USED ONLY WHEN A SPECIAL DETAIL IS NOT PROVIDED ON 3.
ADDITIONAL U BARS (OPTION-1)
TERMINATE TYPICAL REINFORCEMENT WITH END HOOK (OPTION-2) OR 2.
FOR TYPICAL REINFORCEMENT, SEE PLAN SHEETS.1.
NOTES:
OPTION 1 OPTION 2
TYPICAL TOP OR END OF WALL
2'0 1' 4'
EL 475.8'
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| 2021-12-06T08:20:51-0600 | |
| STEWART.MATTHEW.E.1231228442 |
| 2021-12-06T08:27:41-0600 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2021-12-07T07:00:10-0600 | |
| CHURNEY.CHRISTOPHER.JOHN.1081904550 |
| 2021-12-07T08:09:45-0600 | |
| MACK.THOMAS.E.1230411235 |
| 2021-12-07T08:27:08-0600 | |
| ANDERSON.HEATHER.L.1231214808 |
File details come from the government source that posted it. Updated .