Solicitation - Attachment 4 - Plans - NESP-ER Alton and Twin.pdf
PDF 18 MB Posted
- Solicitation number
- W912P923B0003
About this file
This solicitation requests construction and maintenance services for river structures on the Upper Mississippi River miles 300 to 0 and Illinois River miles 82 to 0. The U.S. Army Corps of Engineers, St. Louis District is seeking a firm-fixed price indefinite delivery/indefinite quantity single award task order contract with a five year ordering period to construct, maintain, and repair river training structures to support a sustainable navigation channel and construct environmental features to mitigate impacts to navigation works. Offerors must submit additional responsibility criteria with their proposals by the response deadline. The solicitation details the acquisition requirements and submittal instructions for interested parties to construct and maintain these river structures.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
© 2023 Microsoft Corporation © 2023 TomTom
WING ISLAND
FISHER ISLAND
BIG TWIN ISLAND
LITTLE TWIN ISLAND
SHEET C-102
SHEET C-103
SHEET C-105
SHEET C-106
SHEET C-108
SHEET C-109
SHEET C-110
SHEET C-111
SHEET C-112
SHEET C-115
SHEET C-114
SHEET C-116
SEE NOTE 3
NAVIGATION CHANNEL LIMITS, TYP
A1
SCALE: 1" = 1000'
GENERAL PLAN - RM37 - RM40
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
W P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
N E
A N
S I
D
T
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A M
SERVICE.
BAT SURVEYS APPROVED BY THE U.S. FISH AND WILDLIFE
WERE OBTAINED FOR THE AREA THROUGH APPROPRIATE
UNLESS PRESENT/PROBABLE ABSENCE SURVEY RESULTS
ROOSTING SEASON FROM NOVEMBER 1 - MARCH 31
CLEARING MUST OCCUR DURING THE INACTIVE BAT
DETERMINED TO BE REQUIRED, THEN ALL TREE
HOWEVER, IF TREE REMOVAL OR CLEARING IS
TREE REMOVAL IS NOT ANTICIPATED ON THIS CONTRACT. 8.
OF CONSTRUCTION LIMITS.
SEE SPECIFICATIONS SECTION 00 08 00 FOR DESCRIPTION
7. CONSTRUCTION LIMITS ARE WITHIN EXISTING BANK LINE.
HTTPS://WATERDATA.USGS.GOVE/NWIS/UV?SITE_NO=0585500.
FROM THE USGE WEBSITE AT
GAGE INFORMATION AND HYDROGRAPHS ARE AVAILABLE 6.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20205.
CAPABILITIES.
ALL WORKSITES WILL REQUIRE SHALLOW DRAFT 4.
MOORING OR FLEETING OF CONTRACTOR VESSELS.
NAVIGATION CHANNEL SHALL NOT BE USED FOR 3.
SURVEY FEET.
ELEVATIONS ARE PRESENTED IN NAVD88, UNITS OF US 2.
SURVEY FEET.
STATE PLANE ILLINOIS WEST (FIPS 1202), UNITS OF US
HORIZONTAL COORDINATES ARE PRESENTED IN NAD83, 1.
GENERAL NOTES
G
N E
R A
L P
L A
N
R M
R
M
G-100
R E
V
IE
W D
O C
U M
E N
T S
N O
T F
O R
C O
N S
T R
U C
T
IO
1000' 2000'0
F L
O W
RM 37.0
RM 38.0
RM 39.0
RM 40.0
H1
SCALE: 1"=20'
WING ISLAND REVETMENT - PLAN
A1
SCALE: 1"=20'
WING ISLAND REVETMENT - PROFILE
SHEET KEYNOTES
REVETMENT CONTROL LINE.2.
K1 AND K8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
N 1,000,348.82
E 2,169,278.74
PI STA = 2+30.80
R = 35.00'
D = 163°42'8.02"
Δ = 109°41'54.78" L = 67.01' T = 49.71' E = 25.79'
.0
S
A
P C
2+4 8.11
STA
PT
,1
,1
.11
E ,0
,1
.6
.0
S
O
B
2+
TYPICAL SECTIONS
SMOOTHLY BETWEEN
TRANSITION REVETMENT
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 408 408
412 412
416 416
420 420
424 424
428 428
432 432
436 436
440 440
444 444
448 448
.9
.7
.5
.4
.6
.4
.4
.4
.6
.7
.1
EL 430.00
STA 0+14.00
0.00%GRADE =
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
IN
G I
S L
A N
D R
E V
E T
M E
N T
P L
A N
A N
D P
R O
F
IL
C-102
20' 40'0
0 5' 10'VERTICAL EXAGGERATION 4:1
A1
WING ISLAND REVETMENT - PROFILE
H1
SCALE: 1"=20'
WING ISLAND REVETMENT - PLAN
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
SHEET KEYNOTES
REVETMENT CONTROL LINE.2.
K1 AND K8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
TYPICAL SECTIONS
SMOOTHLY BETWEEN
TRANSITION REVETMENT
N 1,000,348.82
E 2,169,278.74
PI STA = 2+30.80
R = 35.00'
D = 163°42'8.02"
Δ = 109°41'54.78" L = 67.01' T = 49.71' E = 25.79'
N 1,000,197.30 E 2,169,362.39
PI STA = 3+71.47
R = 250.00' D = 22°55'5.92" Δ = 12°11'13.25" L = 53.18' T = 26.69' E = 1.42'
1+81.09STA
PC
.11
S
T 3 .7
S
.9
S
,1
,3
.2
E
,0
,1
.9
.6
S
E
2+00
2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 408 408
412 412
416 416
420 420
424 424
428 428
432 432
436 436
440 440
444 444
448 448
.1
.6
.3
.5
.7
.8
.0
.6
.1
-6 .6
G R
A D
0.
E
LE
V
4+
.6
P V I S
TA
0K -66.67%G2 0.00%G1 2.00'L
.0
.0
.0
.0
.0
.0
.0
.0
.0
EL 428.00
4+19.62 STA
W
IN
G I
S L
A N
D R
E V
E T
M E
N T
P L
A N
A N
D P
R O
F
IL
C-103
20' 40'00 5' 10'
VERTICAL EXAGGERATION 4:1
G1
FISHER ISLAND REVETMENT - PLAN
A1
SCALE: 1"=20'
FISHER ISLAND REVETMENT - PROFILE
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
K1 AND K8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
TYPICAL SECTIONS
SMOOTHLY BETWEEN
TRANSITION REVETMENT
3+00
N 992,933.69
E 2,170,505.54
PI STA = 0+88.82
R = 50.00'
D = 114°35'29.61"
Δ = 15°23'56.08" L = 13.44' T = 6.76' E = 0.45'
.0
S
.4
S
.8
S
,1
,4
.9
E
,8
.4
.0
S
B
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
445 445
0.00%GRADE =
EL 429.00
STA 0+00.00
F
IS
H E
R I S
L A
N D
R E
V E
T M
E N
T P
L A
N A
N D
P R
O F
IL
C-105
FISHER ISLAND REVETMENT - PROFILE
G1
SCALE: 1"=20'
FISHER ISLAND REVETMENT - PLAN
SHEET KEYNOTES
REVETMENT CONTROL LINE.2.
K1 AND K8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
TYPICAL SECTIONS
SMOOTHLY BETWEEN
TRANSITION REVETMENT
3+00
N 992,926.71
E 2,170,658.46
PI STA = 4+85.91
R = 50.00'
D = 114°35'29.61"
Δ = 8°28'11.54" L = 7.39' T = 3.70' E = 0.14'
.5
S
.2
S
.5
S
,1
,6
.4
E
,8
.1
.4
S
E
3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
445 445
.2
.2
.5
.9
.0
.9
.2
.2
.8
.0
.5
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
EL 429.00
STA 5+65.45
F
IS
H E
R I S
L A
N D
R E
V E
T M
E N
T P
L A
N A
N D
P R
O F
IL
C-106
B3, F3, AND F8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
,1
,2
.5
E
,9
.4
-0
.0
S
B
,1
,5
.8
E
,8
.9
.0
S
E
2,170,302.09 E
990,996.56 N
2,170,268.01 E
990,902.55 N
-0+60-0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00
400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.7
.8
.8
.6
.8
.7
.6
.7
.7
.4
.4
.5
.4
.6
.1
.1
.7
.7
0.00%GRADE =
-6 .6
G R
A D
.0
E
L E
V
.1
P
V I
S
.0
.0
.0
.0
.0
.0
429.00 EL
0+18.48 STA
414.00 EL
1+40.67 STA
L 5.00'
G1 0.00%
G2 -66.67%
K 0
H1
RM38.3RC HARDPOINT - PLAN
1"=20'SCALE:
A1
RM38.3RC HARDPOINT - PROFILE
1"=20'SCALE:
0 40'
0 5' 10' 20' 40'0
F
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T S
P L
A N
A N
D P
R O
F
IL
E
.3
C-108
L
O W
415.0'
420.0'
425.0'
RM38.2LC HARDPOINT - PLAN
A1
SCALE: 1"=20'
RM38.2LC HARDPOINT - PROFILE
SHEET KEYNOTES
REVETMENT CONTROL LINE.2.
B3, F3, AND F8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
,1
,1
.0
E
,5
.5
.0
S
B
,1
,4
.5
E
,4
.0
.0
S
E
E 2170421.96
N 990481.01
E 2170391.52
N 990386.56
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60
400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.2
.6
.7
.4
.0
.6
.5
.8
.2
.2
.9
.7
.3
.3
.7
.4
.4
.0
.1
.6
G R
A D
-0.00%GRADE =
.0
E
L E
.3
P
V I
S
-0.05%G2
66.61%G1
5.00'L
.0
.7
.0
.0
.0
.0
.0
429.00 EL
2+99.13 STA
415.60 EL
1+79.26 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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
L
A N
A N
D P
R O
F
IL
E
.2
L C
C-109
F
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T S
20' 40'0
0 5' 10'VERTICAL EXAGGERATION 4:1
N
F L
B3, F3, AND F8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
,1
,9
.2
E
,2
.4
.4
S
B
,1
,2
.8
E
,1
.7
.5
S
E
2,170,053.50 E
990,250.71 N
2,170,025.25 E
990,147.60 N
-1+00 -0+80 -0+60-0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80
400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.8
.2
.2
.5
.9
.9
.2
.3
.8
.7
.5
.7
.2
.7
.2
.4
.7
0.00%GRADE =
-6 .6
G R
A D
.0
E
L E
.7
P V
I S
.0
.0
.0
.0
.0
.4
.7
429.00 EL
0+34.70 STA
416.70 EL
1+53.14 STA
L 5.00'
G1 0.00%
G2 -66.67%
K 0
H1
RM38.1RC HARDPOINT - PLAN
1"=20'SCALE:
A1
RM38.1RC HARDPOINT - PROFILE
1"=20'SCALE:
0 40'
0 5' 10' 20' 40'0
F
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T S
P L
A N
A N
D P
R O
F
IL
E
.1
C-110
O
B3, F3, AND F8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
,1
,7
.1
E
,7
.4
.2
S
B
,1
,0
.6
E
,5
.2
.7
S
E
2,169,812.60 E
989,718.27 N
2,169,763.63 E
989,631.45 N
.5
.7
.0
.4
.2
.8
.6
.5
.2
.9
.6
.6
.6
.0
.0
.7
.7
0.00%GRADE =
-6 .6
G R
A D
.0
E
L E
.8
P
V I
S
.0
.0
.0
.0
.0
.2
.6
EL 429.00
STA 0+34.70
416.61 EL
1+45.43 STA
-0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00
400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
L 5.00'
G1 0.00%
G2 -66.67%
K 0
H1
RM38.0RC HARDPOINT - PLAN
1"=20'SCALE:
A1
RM38.0RC HARDPOINT - PROFILE
1"=20'SCALE:
0 40'
0 5' 10' 20' 40'0
F
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T S
P L
A N
A N
D P
R O
F
IL
E
.0
C-111
O
420.0'
425.0'
RM37.9LC HARDPOINT - PLAN
A1
SCALE: 1"=20'
RM37.9LC HARDPOINT - PROFILE
,1
,5
.3
E
,2
.3
.0
S
B
,1
,8
.4
E
,0
.9
.0
S
E
E 2169841.82
N 989132.76
E 216795.49
N 989033.03
,1
,5
.3
E
,2
.3
.0
S
B
,1
,8
.4
E
,0
.9
.0
S
E
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80
400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.6
G R
A D
0.00%GRADE =
.0
E
L E
.1
P
V I
S
-0.12%G2
67.77%G1
9.83'L
.1
.3
.0
.0
.0
.0
.0
.0
.2
.4
.2
.7
.5
.4
.7
.5
.1
.1
.5
.2
.8
.0
.6
.5
.1
.8
.4
429.00EL
2+81.69STA
415.18EL
1+41.46STA
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
B3, F3, AND F8 FOR TYPICAL DETAILS.
APPROX. FOOTPRINT OF REVETMENT. SEE SHEET C-501 1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
20' 40'0
F
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T S
P L
A N
A N
D P
R O
F
IL
E
.9
L C
C-1120 5' 10'
20' 40'0
VERTICAL EXAGGERATION 4:1
F L
O
BIG TWIN ISLAND WINGED BULLNOSE - PROFILE
H1
SCALE: 1"=20'
BIG TWIN ISLAND WINGED BULLNOSE - PLAN
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
WINGED BULLNOSE STRUCTURE CONSTRUCTED NOTCH3.
BIG TWIN ISLAND WING STRUCTURE2.
BIG TWIN ISLAND WINGED BULLNOSE STRUCTURE1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
,1
,5
.7
E
,3
.7
.0
S
B
,1 ,5 .7
E ,4 .9
.6
S
E0
-0 .0
S
T
.6
S
T
N 989,361.74
E 2,168,616.46
PI STA = 0+75.00
R = 3.00'
D = 109°51'33.54"
Δ = 77°0'0.00" L = 4.03' T = 2.39' E = 0.83'
N 989,468.88 E 2,168,680.84
PI STA = 1+99.26
R = 3.00' D = 109°51'33.54" Δ = 54°40'0.00" L = 2.86' T = 1.55' E = 0.38'
0+72.61
STA
PC 0+
76.65
S
1+ 97.71
.5
2,168,450.02
E
989,415.82
-1+00.00
STA
PO
B
-1+00
0+00
1+
0+00.00
STA
PO
T
-1+40 -1+20 -1+00-1+00 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.2
.9
.2
.8
.6
.6
.4
.4
.7
.8
.4
.4
.3
.2
.0
.6
INTO WING STRUCTURE, TYP
TIE BULLNOSE SMOOTHLY
2.67%
GRADE = -1.61%GRADE =
-6 .6
G R
A D
427.00ELEV =
0+75.00PVI STA
425.00ELEV =
1+99.00PVI STA
0K -1.61%G2 2.67%G1 2.00'L
0K -66.67%G2 -1.61%G1 2.00'L
.0
.5
.0
.6
.9
.6
.2
.9
.6
.3
.3
0 5' 10' 20' 40'0
B
IG
T W
IN
I S
L A
N D
W
IN
G E
D B
U L L N
O S
E P
L A
N A
N D
P R
O F
IL
C-114
BIG TWIN ISLAND WINGED BULLNOSE - PROFILE
H1
SCALE: 1"=20'
BIG TWIN ISLAND WINGED BULLNOSE - PLAN
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
WINGED BULLNOSE STRUCTURE CONSTRUCTED NOTCH3.
BIG TWIN ISLAND WING STRUCTURE2.
BIG TWIN ISLAND WINGED BULLNOSE STRUCTURE1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
N 989,468.88
E 2,168,680.84
PI STA = 1+99.26
R = 3.00'
D = 109°51'33.54"
Δ = 54°40'0.00" L = 2.86' T = 1.55' E = 0.38'
N 989,476.44 E 2,168,780.55
PI STA = 2+99.02
R = 3.00' D = 109°51'33.54" Δ = 40°20'0.00" L = 2.11' T = 1.10' E = 0.20'
N 989,432.36 E 2,168,841.23
PI STA = 3+73.93
R = 3.00' D = 109°51'33.54" Δ = 78°0'0.00" L = 4.08' T = 2.43' E = 0.86'
1+97.71
STA PC
.5
S
.9
S
3+00.03
S
TA
P T
3+71.50
S
TA
P C
3+75.58
2,168,989.86
E 989,566.18
5+73.15
E
3+00
4+00
5+00
4+73.15
T
2,168,892.13
E
989,526.29
N
-0+25.00
STA
PO
B
2,168,943.41
E
989,476.26
N
0+46.64
STA
PO
E
0+00
0+00.00
STA
PO
T
0+21.64
STA
PO
T
2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 400 400
405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.1
.1
.6
.5
.5
.4
.1
.7
.0
.4
.2
.0
.6
.0
.6
.8
.6
.5
INTO WING STRUCTURE, TYP
TIE BULLNOSE SMOOTHLY
0.00%GRADE =
.6
G R
A D
2.70%
GRADE = -2.00%
GRADE =
425.00ELEV =
2+99.00PVI STA
427.00ELEV =
3+73.00PVI STA
415.00ELEV =
2+14.00PVI STA
415.00ELEV =
2+84.00PVI STA
0K 0.00%G2
-66.67%G1 2.00'L
0K 66.67%G2 0.00%G1 2.00'L
0K 2.70%G2
66.67%G1 2.00'L
0K -2.00%G2 2.70%G1 2.00'L
.0
.0
.0
.0
.0
.5
.1
.6
.8
.4
.0
.6
.2
.0
0 5' 10' 20' 40'0
B
IG
T W
IN
I S
L A
N D
W
IN
G E
D B
U L L N
O S
E P
L A
N A
N D
P R
O F
IL
C-115
EL 427.00
STA 2+75.74
EL 427.00
STA 0+01.48
A1
SCALE: 1"=20'
LITTLE TWIN ISLAND REVETMENT - PROFILE
H1
SCALE: 1"=20'
LITTLE TWIN ISLAND REVETMENT - PLAN
SHEET KEYNOTES
LITTLE TWIN ISLAND REVETMENT2.
BIG TWIN ISLAND WINGED BULLNOSE STRUCTURE1.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
N 989,226.74
E 2,168,817.75
PI STA = 0+77.13
R = 25.00'
D = 229°10'59.22"
Δ = 19°19'29.78" L = 8.43' T = 4.26' E = 0.36'
N 989,312.19 E 2,168,836.14
PI STA = 1+64.45
R = 35.00' D = 163°42'8.02" Δ = 30°29'8.92" L = 18.62' T = 9.54' E = 1.28'
N 989,348.70 E 2,168,869.76
PI STA = 2+13.63
R = 10.00' D = 212°57'28.06" Δ = 113°2'59.95" L = 19.73' T = 15.12' E = 8.13'
N 989,319.13 E 2,168,883.12
PI STA = 2+35.56
R = 22.00' D = 260°26'7.30" Δ = 19°37'53.85" L = 7.54' T = 3.81' E = 0.33'
.8
S
.3
S
.9
S
1+ .5
1+ .5
.2
T2 .7
.3
S
,1
,8
.3
,1
.2
.0
S
B
,1
,8
.7
,2
.4
.3
S
E
2+00
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 405 405
410 410
415 415
420 420
425 425
430 430
435 435
440 440
.9
.7
.6
.2
.5
.6
.7
.0
.7
.1
.1
.0
.2
.5
0.00%GRADE =
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
-0+60 -0+40 -0+20
0 5' 10' 20' 40'0
L
IT
T L
E T
W
IN
I S
L A
N D
R E
V E
T M
E N
T P
L A
N A
N D
P R
O F
IL
C-116
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
0+25
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
420 420
430 430
440 440
.5
.0
.3
.0
-7.0%
.6
.4
.0
.5
1+25
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.7
.0
.5
.0
-5.0%
.6
.1
.6
.7
2+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
420 420
430 430
440 440
.1
.0
.5
.0
-4.7%
.7
.9
.9
.3
.5
.0
2+25
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.9
.7
.2
.0
.0
.5
1.
7:
2+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.1
.2
.4
.8
.0
.0
1.
5:
2+75
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.2
.9
.0
.3
.0
.0
1.
5:
10' 20'010' 20'0
W
IN
G I
S L
A N
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
C-301
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
4+16
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.6
.1
.1
.7
.0
.0
1.
5:
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
3+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.5
.3
.6
.5
.0
.0
1.
5:
3+25
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
400 400
410 410
420 420
430 430
440 440
.0
.5
.5
.4
.2
.0
.0
.0
1.
5:
3+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
400 400
410 410
420 420
430 430
440 440
.0
.5
.6
.2
.0
.4
.0
.0
1.
5:
3+75
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.6
.1
.2
.1
.0
.9
1.
5:
4+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20
410 410
420 420
430 430
440 440
.0
.5
.1
.1
.7
.4
.0
.0
1.
5:
10' 20'010' 20'0
IN
G I
S L
A N
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
C-302
0+25
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.2
.9
.3
.3
.6
.3
.0
.0
1.
5:
4:1-
0+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.8
.7
.0
.0
.2
.0
.1
.6
1.
5:
4:1-
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.2
.1
.0
.0
.2
.0
.4
.6
1.
5:
4:1-
1+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.0
.3
.0
.0
.2
.0
.8
.1
1.
5:
4:1-
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.6
.1
.0
.0
.2
.0
.8
.0
1.
5:
4:1-
2+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.9
.6
.8
.0
.8
.1
.1
.2
1.
5:
6:1-
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
IS
H E
R I
S L
A N
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
C-303
420 420
430 430
440 440
.5
.5
.0
.0
10:1- -10.0%
.4
.9
.0
.5
.1
.2
3+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.0
.3
.8
.0
.3
.0
.1
.2
1.
5:
2.3 :1
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.1
.1
.0
.0
.0
.0
.5
.6
1.
5:
1.
5:
4+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.6
.1
.0
.0
.0
.0
.2
.1
1.
5:
1.
5:
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.4
.6
.0
.0
.0
.0
.5
.7
1.
5:
1.
5:
5+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.0
.4
.7
.3
.9
.6
.3
.0
.7
1:
1:
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
H E
R I
S L
A N
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
C-304
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
0+25
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
420 420
430 430
440 440
.5
.0
.6
.5
.0
.0
.0
.0
-1 .5 :1
1.5:1
STONE TOGETHER SMOOTHLY, TYP
TIE HARDPOINT AND REVETMENT
REVETMENT
.3
.8
.5
.6
0+75
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.5
.6
.9
.5
.0
.0
.0
.0
-1 .5 :1
1.5:1
1+35
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430) .6
.7
.6
.6
.7
.0
.7
.0
-1 .5 :1 1.5:1
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
10' 20'0 10' 20'0
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T
.3
R C
C R
O S
S -S
E C
T
IO
C-305
1+85
410 410
420 420
430 430) .8
.7
.8
.7
.3
.0
.3
.0
1.
5:
1.5:1
2+25
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.4
.8
.6
.5
.0
.0
.0
.0
1.
5:
1.5:1
2+80
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.8
.1
.2
.1
.0
.0
.0
.0
.1
.2
)420.16 (20.48'
.6
.1
.0
.5
)420.16 (19.97'
1.
5:
1.5:1
STONE TOGETHER SMOOTHLY, TYP
TIE HARDPOINT AND REVETMENT
REVETMENT
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
H E
R I
S L
A N
D H
A R
D P
O
IN
T
.2
L C
C R
O S
S -S
E C
T
IO
C-306
1+50
400 400
410 410
420 420
430 430
.4
.7
.8
.0
.3
.7
.8
.9
.8
.0
1.
5:
1.5:1
2+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.3
.0
.0
.0
.5
.7
.0
.9
.0
.0
1.
5:
1.5:1
2+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.8
.8
.0
.0
.5
.1
.0
.9
.0
.0
.3
.9
.0
.7
.3
STONE TOGETHER SMOOTHLY, TYP
TIE HARDPOINT AND REVETMENT
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
10' 20'010' 20'0
C R
O S
S -S
E C
T
IO
C-309
H E
R I
S L
A N
D H
A R
D P
O
IN
T
.9
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
0+40
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
420 420
430 430
440 440
.1
.5
.7
.2
.0
.0
.0
.0
-1 .5 :1
1.5:1
STONE TOGETHER SMOOTHLY, TYP
TIE HARDPOINT AND REVETMENT
.3
.4
.5
1+00
420 420
430 430
440 440
.4
.7
.1
.3
.0
.0
.0
.0
-1 .5 :1 1.5:1
1+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
.8
.8
.0
.6
.8
.0
.8
.0
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T
.1
R C
C R
O S
S -S
E C
T
IO
C-307
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
0+35
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
420 420
430 430
440 440
.9
.3
.0
.5
.0
.0
.0
.0
-1 .5 :1
1.5:1
STONE TOGETHER SMOOTHLY, TYP
TIE HARDPOINT AND REVETMENT
.0
.1
.4
.3
0+80
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
440 440
.4
.8
.4
.7
.0
.0
.0
.0
-1 .5 :1 1.5:1
1+40
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
410 410
420 420
430 430
.0
.2
.2
.0
.2
.0
.2
.0
-1 .5 :1 1.5:1
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
IS
H E
R I
S L
A N
D H
A R
D P
O
IN
T
.0
R C
C R
O S
S -S
E C
T
IO
C-308
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
-0+15
410 410
420 420
430 430
.6
.5
.7
.3
.0
.0
.0
.0
0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.8
.9
.8
.0
.8
.0
.0
.0
.7
.8
-1 .5 :1
8.6:1
0+25
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.8
.1
.0
.0
.0
.0
.6
.9
.8
.4
-1 .5 :1
1.5:1
2.6%
0+45
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
.4
.4
.4
.4
.7
.0
.7
.0
.2
.6
B
IG
T W
IN
I
S L
A N
D B
U L
L N
O S
E W
E S
T W
IN
G
C R
O S
S -S
E C
T
IO
C-310
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
0+05
410 410
420 420
430 430
440 440
.6
.4
.8
.8
.7
.6
.3
.2
.1
.0
.1
.0
BULLNOSE, TYP.
SMOOTHLY WITH
TIE WING STONE
0+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.1
.3
.1
.3
.3
.0
.3
.0
-1 .5 :1 1.5:1
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.1
.6
.6
.8
.6
.0
.6
.0
-1 .5 :1
1.5:1
1+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.2
.3
.7
.0
.7
.0
-1 .5 :1 1.5:1
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.2
.5
.0
.3
.0
.3
.0
-1 .5 :1
2+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
.7
.3
.1
.8
.0
.0
.0
.0
-1 .5 :1 1.5:1
10' 20'0 10' 20'0
B
IG
T W
IN
I
S L
A N
D W
IN
G
E D
B U
L L
N O
C-311
O S
S -S
E C
T
IO
N
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
410 410
420 420
430 430
440 440
.4
.8
.6
.5
.0
.0
.0
.0
-1 .5 :1 1.5:1
3+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.1
.3
.3
.0
.3
.0
.3
.0
-1 .5 :1 1.5:1
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.9
.7
.0
.4
.0
.4
.0
-1 .5 :1
1.5:1
4+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.6
.7
.8
.9
.4
.0
.4
.0
-1 .5 :1
1.5:1
4+60
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.7
.2
.0
.8
.2
.0
.2
.0
-1 .5 :1 1.5:1
B
IG
T W
IN
I
S L
A N
D W
IN
G
E D
B U
L L
N O
S E
C R
O S
S -S
E C
T
IO
N
C-312
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
-0+20
410 410
420 420
.0
.9
.6
.8
.7
.0
0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440) .8
.0
.6
.7
.8
.0
-1 .5 :1
0+25
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
.7
.0
.8
.3
.7
.0
-1 .5 :1
WITH BULLNOSE, TYP
TIE WING STONE SMOOTHLY
0+40
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
.7
.0
.9
.2
.9
.2
.7
.0
-1 .5 :1 1.5:1
10' 20'0 10' 20'0
B
IG
T W
IN
I
S L
A N
D B
U L
L N
O S
E E
A S
T W
IN
G
C R
O S
S -S
E C
T
IO
C-313
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 20201.
GENERAL SHEET NOTES
0+05
-60 -50 -40 -30 -20 -10 0 10 20 30 40
410 410
420 420
430 430
440 440
.7
.7
.0
.0
.2
.1
-1 .5 :1
-5.0%
0+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40
410 410
420 420
430 430
440 440
.0
.9
.0
.0
.9
.1
-1 .5 :1
1+00
-60 -50 -40 -30 -20 -10 0 10 20 30 40
410 410
420 420
430 430
440 440
.0
.3
.0
.0
.1
.3
-1 .5 :1
1+50
-60 -50 -40 -30 -20 -10 0 10 20 30 40
410 410
420 420
430 430
440 440
.0
.6
.0
.0
.9
.6
-1 .5 :1
2+10
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.0
.0
.6
.9
-1 .5 :1
2+60
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.5
.0
.0
.3
.4
-1 .5 :1
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
IT
T L
E T
W
IN
I S
L A
N D
R E
V E
T M
E N
T
C R
O S
S -S
E C
T
IO
C-314
EXISTING GRADE
M
IN
STRUCTURE DESIGN LENGTH
3'
6'
K8
SCALE: NTS
TYPICAL REVETMENT SECTION - CAVING BANK
TYPICAL HARDPOINT SECTION
SCALE: NTS
F8
B3
TYPICAL HARDPOINT PROFILE
TYPICAL HARDPOINT SECTION
F3
K1
TYPICAL REVETMENT SECTION - STONE BLANKET
CREST DESIGN EL
DIKE DESIGN EL
EXISTING BANKLINE
ELEVATION WHICHEVER IS LOWER
HIGH BANK - OR REVETMENT DESIGN
1.5
1.5
HIGH BANK
SLOPE VARIES
SLOPE VARIES
HIGH BANK
B A
N K
L
IN
E
WHICHEVER IS LOWER
OR REVETMENT DESIGN ELEVATION,
REVETMENT LIMIT - TOP OF HIGH BANK
EXISTING GRADE
1.5
1.5
DESIGN ELEVATION, WHICHEVER IS LOWER
REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT
EXISTING GRADE
EXISTING GRADE
STRUCTURE CENTERLINE
ELEVATION. WHICHEVER IS LOWER.
TOP OF HIGH BANK, OR REVETMENT DESIGN
REVETMENT
FROM REVETMENT TO TIP
100' CREST LENGTH
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
Y
P
IC
A L
D E
T A
IL
C-501
0+49.622168559.711989415.969POE
N29.833°E0+29.622168549.761989398.62PI
N30.362°E0+00.002168534.79989373.062PI
N30.197°E-0+20.002168524.73989355.776POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
BIG TWIN ISLAND WEST WING ALIGNMENT
3+70.002169890.429989035.899POE
S56.651°E0+00.002169581.354989239.302POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND HARDPOINT (37.9) ALIGNMENT
1+10.002169841.84989132.751POE
N23.523°E0+55.002169819.889989082.322PI
N26.396°E0+00.002169795.438989033.056POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT (37.9) ALIGNMENT
3+00.722170047.618989567.288POB
S67.429°E-0+59.282169715.193989705.467POE
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND HARDPOINT (38.0RC) ALIGNMENT
1+00.002169812.599989718.274POE
N34.018°E0+50.002169784.627989676.831PI
N24.834°E0+00.002169763.627989631.454POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT (38.0RC) ALIGNMENT
2+90.592170290.816990127.763POE
S73.411°E-0+79.412169936.217990233.402POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND HARDPOINT (38.1RC) ALIGNMENT
1+07.012170053.498990250.709POE
N18.039°E0+57.012170038.015990203.166PI
N12.938°E0+00.002170025.25990147.6POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT (38.1RC) ALIGNMENT
3+70.002170471.533990413.054POE
S72.298°E0+00.002170119.053990525.559POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND HARDPOINT (38.2LC) ALIGNMENT
2+79.312168886.699989275.461POE
S4.686°E2+39.302168883.43989315.338PT
2168861.503989313.54CC
2+35.562168883.119989319.131PI
222+31.762168881.551989322.6PC
S24.318°E2+18.242168875.983989334.922PT
2168866.87989330.804CC
2+13.632168869.755989348.703PI
101+98.512168859.513989337.577PC
N42.632°E1+73.542168842.604989319.209PT
2168868.354989295.504CC
1+64.452168836.144989312.192PI
351+54.922168834.138989302.868PC
N12.146°E0+81.312168818.649989230.904PT
2168843.09989225.644CC
0+77.132168817.754989226.743PI
250+72.872168818.285989222.52PC
N7.179°W0+00.002168827.392989150.218POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
LITTLE TWIN ISLAND REVETMENT ALIGNMENT
0+46.642168943.41989476.263POE
S45.707°E0+21.642168925.516989493.721PI
S45.707°E0+00.002168910.028989508.831PI
S45.707°E-0+25.002168892.134989526.289POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
BIG TWIN ISLAND EAST WING ALIGNMENT
5+73.152168989.857989566.182POE
N48.000°E4+73.152168915.543989499.269PI
N48.000°E3+75.582168843.034989433.981PT
2168841.026989436.211CC
3+73.932168841.228989432.356PI
33+71.502168839.263989433.783PC
S54.000°E3+00.032168781.443989475.792PT
2168779.68989473.365CC
2+99.022168780.552989476.439PI
32+97.922168779.453989476.356PC
N85.667°E2+00.572168682.384989469.001PT
2168682.611989466.009CC
1+99.262168680.838989468.884PI
31+97.712168680.039989467.554PC
N31.000°E0+76.652168617.687989363.783PT
2168615.116989365.328CC
0+75.002168616.458989361.738PI
30+72.612168614.189989362.475PC
S72.000°E0+00.002168545.129989384.914PI
S72.000°E-1+00.002168450.023989415.816POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
BIG TWIN ISLAND WINGED BULLNOSE ALIGNMENT
1+00.002170421.958990481.014POE
N24.935°E0+50.002170400.879990435.675PI
N10.792°E0+00.002170391.517990386.559POB
RADIUSRADIAL DIRECTIONSTATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT (38.2LC) ALIGNMENT
3+19.002170570.814990845.965POE
S70.074°E-0+61.002170213.563990975.469POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND HARDPOINT (38.3RC) ALIGNMENT
1+00.002170302.091990996.561POE
N19.926°E0+50.002170285.051990949.554PI
N19.926°E0+00.002170268.012990902.547POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT (38.3RC) ALIGNMENT
5+55.452170656.402992857.185POE
S1.694°W4+89.592170658.349992923.007PT
2170608.371992924.485CC
4+85.912170658.458992926.708PI
504+82.202170658.021992930.384PC
S6.776°E3+39.512170641.186993072.077PT
2170608.417993068.184CC
3+66.402170628.021993182.88PI
332+54.822170578.801993082.74PC
N26.175°E0+95.492170508.52992939.753PT
2170553.393992917.698CC
0+88.822170505.538992933.687PI
500+82.062170504.275992927.046PC
N10.776°E0+00.002170488.933992846.437POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
FISHER ISLAND REVETMENT ALIGNMENT
4+19.622169376.2921000150.989POE
S16.714°E3+97.962169370.0621000171.737PT
2169130.6231000099.84CC
3+71.472169362.3871000197.298PI
2503+44.782169349.4881000220.663PC
S28.901°E2+48.112169302.7651000305.3PT
2169272.1241000288.385CC
2+30.802169278.7421000348.816PI
351+81.092169245.871000311.531PC
N41.401°E0+00.002169126.1081000175.691POB
RADIUS
DIRECTION
RADIAL
STATION
EASTING
POINT'S
NORTHING
POINT'S
TYPE
POINT
WING ISLAND REVETMENT ALIGNMENT
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
B C
O E
S
P
IK
E
G R
E E
N E
A
N D
C A
L H
O U
N C
O U
N T
IE
S
I L
L
IN
O
IS
N A
V
IG
A T
IO
N
A N
D E
C O
S Y
S T
E M
R E
S T
O R
A T
IO
N
P R
O G
R A
M
IL
L
IN
O
IS
R
IV
E
R R
E S
T O
R A
T
IO
N
W
IN
G F
IS
H
E R
A
N D
T W
IN
I
S L
A N
D S
S A
IN
T
L O
U
IS
D
IS
T R
IC
T
S P
R U
C E
S T
R E
E T
S A
IN
T
L O
U
IS
M
IS
S
O U
R I
P
-2
-B
-X X
X X
W
P
-2
-B -0
J U
A N
S
B R
E W
IN
G
T O
N
C
U N
N E
R S
T A
L L
J L
E F
F
D L
A
IG
N
M E
N T
T A
B L
C-601
| COVER SHEET |
| GENERAL PLAN |
| C-101 PLAN FI |
| C-102 - C-103 |
| C-102 - C-103 |
| C-104 PLAN WI BULLNOSE |
| C-105 - C-106 |
| C-105 - C-106 |
| C-107 PLAN WI 38.3-37 |
| C-108, C-110 - C-111 |
| C-109 |
| C-108, C-110 - C-111 |
| C-108, C-110 - C-111 |
| C-112 |
| C-113 PLAN TWIN ISLAND |
| C-114 - C-115 |
| C-114 - C-115 |
| C-116 |
| C-301-2_REV_Sections |
| C-301-2_REV_Sections |
| C-303-4 Revised sections |
| C-303-4 Revised sections |
| NESP-ER_C-305,307,308_R38-FI_Sections2 |
| C-306_REV_Sections |
| C-309 |
| NESP-ER_C-305,307,308_R38-FI_Sections2 |
| NESP-ER_C-305,307,308_R38-FI_Sections2 |
| NESP-ER_C-310-13_R38-BTI_Sections |
| NESP-ER_C-310-13_R38-BTI_Sections |
| NESP-ER_C-310-13_R38-BTI_Sections |
| NESP-ER_C-310-13_R38-BTI_Sections |
| NESP-ER_C-314_R38-lTI_Sections |
| NESP-ER_C-501 |
| C-601 |
File details come from the government source that posted it. Updated .