W912P923B0002-Attachment 2- Plans.pdf
PDF 8 MB Posted
- Attached to
- Moore's Towhead Systemic Mitigation-Illinois River Restoration Federal contract opportunity
- Solicitation number
- W912P923B0002
About this file
This solicitation package includes plans and specifications for a river restoration project on the Illinois River. The U.S. Army Corps of Engineers, St. Louis District is seeking a contractor to conduct work at river mile 76 upstream of Meredosia, Illinois. The project scope involves placing 300 feet of graded stone to construct a bullnose chevron island protection structure, constructing 700 feet of on-bank revetment, and placing three woody bundles between the island head and bullnose structure via barge. All work must be completed using shallow draft vessels as no land access or laydown area is available. The plans provide design details, cross sections, alignments and general notes for guidance in preparation of proposals due under solicitation number W912P923B0002.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation Amendment 0001.pdf | ||
| W912P923B0002-Attachement 3-DOD Checklist for Reviewing Subcontracting Plans.pdf | ||
| W912P923B0002-Attachment 1- Specifications.pdf | ||
| W912P923B0002-Solicitation.pdf |
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Text version
PROJECT LOCATION
MAJOR STATION
HORIZONTAL AXIS
MAJOR GRIDLINE
DESIGN ELEVATION*EXISTING ELEVATION*
X#
SCALE: 1"=XX'
PLAN DRAWING TITLE
X#
SCALE: 1"=XX'
PROFILE/SECTION/DETAIL DRAWING TITLE
HORIZONTAL SCALE BAR
VERTICAL SCALE BAR
HORIZONTAL SCALE, TYP
DETAIL IDENTIFIER
HORIZONTAL SCALE BAR
STATIONSTA
RIVER MILERM
POINT OF VERTICAL TANGENCYPVT
POINT OF VERTICAL INTERSECTIONPVI
POINT OF VERTICAL CURVATUREPVC
POINT OF TANGENCYPT
POINT OF ENDINGPOE
POINT OF BEGINNINGPOB
POINT OF INTERSECTIONPI
POINT OF CURVATUREPC
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NORTH AMERICAN DATUMNAD
VERTICAL CURVE DESIGN VALUEK
LENGTHL
GRADIENTG
FOOTFT
ELEVATIONELEV
DESCRIPTIONITEM
ACRONYMS AND ABBREVIATIONS
ALIGNMENT TABLESC-601
TYPICAL DETAILSC-501
MOORES TOWHEAD REVETMENT - CROSS-SECTIONS 2C-303
MOORES TOWHEAD REVETMENT - CROSS-SECTIONS 1C-302
MOORES TOWHEAD BULLNOSE - CROSS-SECTIONS C-301
MOORES TOWHEAD REVETMENT - PLAN AND PROFILE 2C-103
MOORES TOWHEAD REVETMENT - PLAN AND PROFILE 1C-102
MOORES TOWHEAD BULLNOSE - PLAN AND PROFILE C-101
MOORES TOWHEAD - GENERAL SITE PLANG-101
COVER, INDEX, AND VICINITYG-001
SHEET TITLESHEET NUMBER
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SAINT LOUIS DISTRICT
NAVIGATION AND ECOSYSTEM RESTORATION PROGRAM
SYSTEMIC MITIGATION - ILLINOIS RIVER
BROWN AND CASS COUNTIES, ILLINOIS
RM 76 - MOORE'S TOWHEAD
of Engineers
US Army Corps
A14
VICINITY MAP
SCALE: NTS
NORTH
PLAN
LEGEND
RIVER MILE
PROFILE ANNOTATION
* WHERE CALCULATED
XX' XX'0
TITLEBLOCK ANNOTATION
XX' XX'0XX' XX'0
MEREDOSIA
NAPLES
KAMPSVILLE
GRAND PASS
FLORENCE
LA GRANGE
GRAFTON
HARDIN
WORKSITE
MOORE'S TOWHEAD
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REVETMENT
BULLNOSE
ILLINOIS RIVER SAILING LINE
SEE NOTE 3
ILLINOIS RIVER NAVIGATION CHANNEL
SHEET C-101SHEET C-102
SHEET C-103
DO NOT DISTURB
NAVIGATION SIGN,
76.0
KEY PLAN (NTS)
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SEE SPECIFICATIONS SECTION 00 08 00 FOR DESCRIPTION 7.
HTTPS://WATERDATA.USGS.GOV/NWIS/UV?SITE_NO=05585500.
ARE AVAILABLE FROM THE USGS WEBSITE AT
WORKSITE. GAGE INFORMATION AND HYDROGRAPHS
APPROXIMATELY 5 MILES DOWNSTREAM FROM THE
ILLINOIS RIVER GAGE AT MEREDOSIA, LOCATED
MOORE'S TOWHEAD STAGE INFORMATION IS BASED ON 6.
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE
BATHYMETRIC AND EARLIER TOPOGRAPHIC SURVEYS.
EXISTING CONDITIONS CONTOURS DERIVED FROM 2020 5.
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
A1
GENERAL SITE PLAN - RM75-77
1"=200'SCALE: 400'0 200'
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SHEET KEYNOTES
FOR DETAILS.
APPROX LOCATION OF WOODY BUNDLE, TYP. SEE C-501 2.
STRUCTURE AND REVETMENT SHALL NOT EXCEED EL420.
TOP OF ROCK AT INTERSECTION OF BULLNOSE 1.
N
0.03'E =
1.77'T =
3.55'L =
4°3'51.77"Δ = 114°35'29.61"D = 50.00'R =
1+38.77PI STA =
2,183,364.11E 1,175,559.16N
35.28'E = 50.85'T = 46.10'L = 139°1'15.15"Δ = 301°33'24.24"D = 19.00'R =
2+45.04PI STA =
2,183,465.15E 1,175,592.11N
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380 380
390 390
400 400
410 410
420 420
430 430
440 440
450 450
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RM76.5R BULLNOSE PLAN
1"=30'SCALE:
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RM76.5R BULLNOSE PROFILE
1"=30'SCALE: 10' 20'0 30' 60'0
30' 60'0
VERTICAL EXAGGERATION 3:1 C-101
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0.28'E =
2.40'T =
4.72'L =
27°1'7.78"Δ = 212°57'28.06"D = 10.00'R =
0+69.74PI STA =
2,183,343.72E 1,175,478.10N
1.65'E = 22.34'T = 44.36'L = 16°56'35.21"Δ = 38°11'49.87"D = 150.00'R =
1+13.59PI STA =
2,183,301.95E 1,175,464.47N
0.00'E = 0.58'T = 1.16'L = 0°39'54.69"Δ = 57°17'44.81"D = 100.00'R =
1+99.18PI STA =
2,183,231.58E 1,175,415.16N
0.64'E = 5.12'T = 10.02'L = 28°42'3.18"Δ = 286°28'44.03"D = 20.00'R =
2+42.19PI STA =
2,183,196.08E 1,175,390.89N
2.32'E = 15.39'T = 29.86'L = 34°13'20.05"Δ = 114°35'29.61"D = 50.00'R =
2+68.41PI STA =
2,183,169.77E 1,175,388.29N
0.28'E = 3.38'T = 6.71'L = 19°12'36.82"Δ = 286°28'44.03"D = 20.00'R =
3+56.95PI STA =
2,183,101.12E 1,175,330.93N
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REVETMENT ALIGNMENT
MOORES TOWHEAD
BULLNOSE ALIGNMENT
MOORES TOWHEAD
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+20 390 390
400 400
410 410
420 420
430 430
440 440
450 450
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SHEET KEYNOTES
GRADE, TYP.
TRANSITION REVETMENT SMOOTHLY INTO EXISTING 3.
FOR DETAILS.
APPROX LOCATION OF WOODY BUNDLE, TYP. SEE C-501 2.
STRUCTURE AND REVETMENT SHALL NOT EXCEED EL420.
TOP OF ROCK AT INTERSECTION OF BULLNOSE 1.
H1
RM76.4R REVETMENT PLAN 1
1"=20'SCALE:
A1
RM76.4R REVETMENT PROFILE 1
1"=20'SCALE: 10' 20'0 20' 40'0
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0.28'E =
3.38'T =
6.71'L =
19°12'36.82"Δ = 286°28'44.03"D = 20.00'R =
3+56.95PI STA =
2,183,101.12E 1,175,330.93N
0.06'E = 1.55'T = 3.10'L = 8°52'23.07"Δ = 286°28'44.03"D = 20.00'R =
4+28.49PI STA =
2,183,034.13E 1,175,305.66N
0.23'E = 3.05'T = 6.05'L = 17°19'41.32"Δ = 286°28'44.03"D = 20.00'R =
4+91.00PI STA =
2,182,979.73E 1,175,274.84N
0.29'E = 3.44'T = 6.81'L = 19°30'18.26"Δ = 286°28'44.03"D = 20.00'R =
5+09.34PI STA =
2,182,967.16E 1,175,261.42N
0.56'E = 5.31'T = 10.46'L = 23°58'59.49"Δ = 229°10'59.22"D = 25.00'R =
6+39.45PI STA =
2,182,851.55E 1,175,201.59N
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REVETMENT ALIGNMENT
MOORES TOWHEAD
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400 400
410 410
420 420
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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
J
L E
F F
P
E
J
L E
F F
P
E
M
H A
R T
M A
N
P E
J B
A
IL
E Y
P
E
SHEET KEYNOTES
GRADE, TYP.
TRANSITION REVETMENT SMOOTHLY INTO EXISTING 1.
H1
RM76.4R REVETMENT PLAN 2
1"=20'SCALE:
A1
RM76.4R REVETMENT PROFILE 2
1"=20'SCALE: 10' 20'0 20' 40'0
M O
O R
E S
T O
W H
E A
D R
E V
E T
M E
N T
P L
A N
A N
D P
R O
F
IL
C-103
VERTICAL EXAGGERATION 2:1
C
O E
S R
E V
IE
W
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I L L
IN
O
IS
R
IV
E R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
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
O
S I
20' 40'0
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
J L
E F
F P
E
J L
E F
F P
E
M H
A R
T M
A N
P
E
J
B A
IL
E
Y
P E
0+70
-50 -40 -30 -20 -10 0 10 20 30 40 50
420 420
430 430
440 440
450 450
.4
.7
.0
.0
.0
.0
1.
5:
1.5:1
EXISTING GRADE, TYP
1+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.7
.9
.6
.4
.0
.0
.0
.0
1.
5:
1.5:1
2+15
-50 -40 -30 -20 -10 0 10 20 30 40 50
420 420
430 430
440 440
.4
.2
.1
.2
.0
.0
.0
.0
1.
5:
1 1.5:1
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
400 400
410 410
420 420
430 430
440 440
450 450
.4
.3
.8
.2
.0
.0
.0
.0
1.
5:
1.5:1
BULLNOSE
REVETMENT
3+60
-50 -40 -30 -20 -10 0 10 20 30 40 50
400 400
410 410
420 420
430 430
440 440
.4
.8
.0
.0
.0
.0
.0
.4
1.
5:
REVETMENT
BULLNOSE
10' 20'0 10' 20'0
M O
O R
E S
T O
W H
E A
D B
U L
L N
O
R
O S
S -S
E C
T
IO
O E
S R
E V
C-301
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I
L L
IN
O
IS
R
IV
E
R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
A N
S
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
O
SHEET NOTES
CONSTRUCTED.
SECTION(S), THE TYPICAL SECTION SHALL BE
REQUIREMENTS INDICATED IN THE TYPICAL
CROSS-SECTIONS SHOW DIFFERENCES THAN THE
CROSS-SECTIONS ARE APPROXIMATE. WHERE 1.
SHEET KEYNOTES
GRADE, TYP.
TRANSITION REVETMENT SMOOTHLY INTO EXISTING 2.
EL420.
STRUCTURE AND REVETMENT SHALL NOT EXCEED
TOP OF ROCK AT INTERSECTION OF BULLNOSE 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
J L
E F
F P
E
J L
E F
F P
E
M H
A R
T M
A N
P
E
J
B A
IL
E
Y
P E
BULLNOSE
BULLNOSE
0+15
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.4
.6
.8
.4
.0
.3
.0
.7
.0
.1
.0
.1
BULLNOSE
0+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.0
.8
.0
.0
.2
.1
1.
5:
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.3
.5
.0
.9
1.
5:
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.3
.5
.0
.4
1.
5:
2+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.8
.7
.0
.1
1.
5:
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.5
.7
.0
.8
1.
5:
10' 20'0 10' 20'0
M O
O R
E S
T O
W H
E A
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
C-302
O E
S R
E V
IE
W
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I
L L
IN
O
IS
R
IV
E
R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
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
O
S
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.0
.9
.0
.0
1.
5:
4+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.1
.2
.0
.2
1.
5:
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
450 450
.0
.0
.9
.0
.0
.0
.0
.7
1.
5:
2:1
5+50
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.0
.7
.8
.0
.0
.0
.0
1.
5:
2:1
6+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
410 410
420 420
430 430
440 440
.0
.0
.9
.2
.8
.2
.3
.0
1.
5:
2:1
6+40
-50 -40 -30 -20 -10 0 10 20 30 40 50
420 420
430 430
440 440
.9
.0
.4
.2
.8
.9
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
J L
E F
F P
E
J L
E F
F P
E
M H
A R
T M
A N
P
E
J
B A
IL
E
Y
P E
SHEET NOTES
CONSTRUCTED.
SECTION(S), THE TYPICAL SECTION SHALL BE
REQUIREMENTS INDICATED IN THE TYPICAL
CROSS-SECTIONS SHOW DIFFERENCES THAN THE
CROSS-SECTIONS ARE APPROXIMATE. WHERE 1.
SHEET KEYNOTES
GRADE, TYP.
TRANSITION REVETMENT SMOOTHLY INTO EXISTING 2.
EL420.
STRUCTURE AND REVETMENT SHALL NOT EXCEED
TOP OF ROCK AT INTERSECTION OF BULLNOSE 1.
10' 20'0 10' 20'0
M
O R
E S
T O
W H
E A
D R
E V
E T
M E
N T
C R
O S
S -S
E C
T
IO
N
O E
S R
E V
C-303
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I
L L
IN
O
IS
R
IV
E
R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
A N
S
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
O
EXISTING GRADE
M
IN
3'
6'
CREST DESIGN EL
1.5
TYPICAL BULLNOSE AND HARDPOINT SECTION
SCALE: NTS
1.5
HIGH BANK
SLOPE VARIES
G1
TYPICAL REVETMENT SECTION - STONE BLANKET
SCALE: NTS
SLOPE VARIES
HIGH BANK
B1
TYPICAL REVETMENT SECTION - CAVING BANK
SCALE: NTS
F8
TYPICAL WOODY BUNDLE DETAIL (PLAN VIEW)
SCALE: NTSL1
TYPICAL WOODY BUNDLE DETAIL (ELEVATION VIEW)
SCALE: NTSL6
BALLAST STONES
CABLE TIES, TYP
EXISTING GRADE
BALLAST STONES CABLE TIES, TYP
WHICHEVER IS LOWER
OR REVETMENT DESIGN ELEVATION,
REVETMENT LIMIT - TOP OF HIGH BANK
EXISTING GRADE
1.5
DESIGN ELEVATION, WHICHEVER IS LOWER
REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT
EXISTING GRADE
SEE NOTE 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
J L
E F
F P
E
M H
A R
T M
A N
P
E
J
B A
IL
E
Y
Y
P
IC
A L
D E
T A
IL
C-501
J R
A S
B U
R Y
B C
O E
S R
E V
IE
W
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I
L L
IN
O
IS
R
IV
E
R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
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
O
S I
D
DIMENSIONS.
SEE SPECIFICATIONS FOR WOODY MATERIAL 4.
TIED ONTO THE BUNDLE IN LIEU OF MISSING BRANCHES.
DAMAGED WHILE FELLING, ADDITIONAL PIECES MAY BE
USE IN CONSTRUCTION. IF SELECTED TREES ARE
OTHER VARIATIONS TO THE EXTENT PRACTICABLE FOR
BUNDLES SHALL INCLUDE BRANCHES, ROOTS, AND
TREES SELECTED FOR INCORPORATION INTO WOODY 3.
SAID STONE AS ADDITIONAL BALLAST.
INCORPORTED INTO THE STONE STRUCTURES, UTILIZING
WOODY BUNDLES MAY BE PARTIALLY ANCHORED BY OR 2.
EXCESS OF ASSOCIATED BOUYANT FORCES.
WOODY BUNDLES SHALL BE ANCHORED OR BALLASTED IN 1.
WOODY BUNDLE DETAIL NOTES
PRACTICABLE.
STONE STRUCTURES AND REVETMENTS WHERE
AREAS MAY BE LEFT IN PLACE AND INCORPORATED INTO
WOODY DEBRIS PRESENT WITHIN STONE PLACEMENT 1.
STONE STRUCTURE DETAIL NOTES
2,182,817.11,175,200673.9POE
2,182,846.31,175,201644.6PT
5.3110.46525.02,182,851.61,175,202639.4PI
2,182,856.31,175,204634.1PC
2,182,964.11,175,260512.7PT
3.4386.80920.02,182,967.21,175,261509.3PI
2,182,969.51,175,264505.9PC
2,182,977.61,175,273494.0PT
3.0486.04920.02,182,979.71,175,275491.0PI
2,182,982.41,175,276488.0PC
2,183,032.81,175,305430.0PT
1.5523.09720.02,183,034.11,175,306428.5PI
2,183,035.61,175,306426.9PC
2,183,098.01,175,330360.3PT
3.3856.70620.02,183,101.11,175,331356.9PI
2,183,103.71,175,333353.6PC
2,183,158.01,175,378282.9PT
15.39329.86550.02,183,169.81,175,388268.4PI
2,183,185.11,175,390253.0PC
2,183,191.01,175,390247.1PT
5.11710.01820.02,183,196.11,175,391242.2PI
2,183,200.31,175,394237.1PC
2,183,231.11,175,415199.8PT
0.581.161100.02,183,231.61,175,415199.2PI
2,183,232.11,175,415198.6PC
2,183,283.71,175,452135.6PT
22.34244.357150.02,183,302.01,175,464113.6PI
2,183,323.21,175,47191.2PC
2,183,341.41,175,47772.0PT
2.4034.71610.02,183,343.71,175,47869.7PI
2,183,345.41,175,48067.3PC
2,183,393.01,175,5270.0POB
TANGENTLENGTHRADIUS EASTING NORTHINGSTATIONPOINT TYPE
MOORES TOWHEAD REVETMENT ALIGNMENT
2,183,3461,175,394420.2POE
2,183,4391,175,549240.3PT
50.84646.10119.02,183,4651,175,592245.0PI
2,183,4171,175,576194.2PC
2,183,3661,175,560140.5PT
1.7743.54750.02,183,3641,175,559138.8PI
2,183,3621,175,558137.0PC
2,183,2361,175,5070.0POB
TANGENTLENGTHRADIUS EASTING NORTHINGSTATIONPOINT TYPE
MOORES TOWHEAD BULLNOSE 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
J L
E F
F P
E
J L
E F
F P
E
M H
A R
T M
A N
P
E
J
B A
IL
E
Y
L
IG
N
M E
N T
T A
B L
O E
S R
E V
C-601
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
S Y
S T
E M
IC
M
IT
IG
A T
IO
N
I
L L
IN
O
IS
R
IV
E
R
B R
O W
N A
N D
C A
S S
C O
U N
T
IE
S
IL
L
IN
O
IS
R M
M
O O
R E
'S T
O W
H E
A D
A N
S
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
O
| N-ER-IL76__G-001 |
| N-ER-IL76__G-101 |
| N-ER-IL76_C-101_R76-MTBullnose_Plan-Profile |
| N-ER-IL76_C-102-3_R76-MT_Plan-Profiles |
| N-ER-IL76_C-102-3_R76-MT_Plan-Profiles |
| N-ER-IL76_C-301-x_R76-MT_Sections |
| N-ER-IL76_C-302-3_R76-MT_Sections |
| N-ER-IL76_C-302-3_R76-MT_Sections |
| N-ER-IL76_C-501 |
| N-ER-IL76_C-601 |
File details come from the government source that posted it. Updated .