A B C D E F G H - United States Army · 2016/04/12 · 3 existing groundline sediment trap...
18
180 181 182 183 184 185 186 186 C 20 20 40 20 20 40 3 1 1 1 1 1 1 EL. 181.31 MIN. FLAT POOL EL. 183.79 6 (MIN.) EARTH EMBANKMENT NEW UNCOMPACTED 6 (MIN.) FLAT POOL EL. 183.79 EARTH EMBANKMENT NEW UNCOMPACTED TO CONSTRUCT EMBANKMENT MATERIAL AS ADJACENT BORROW EXCAVATE CHANNEL, USE L C RIVERWARD LAKEWARD C C4 C16 D C6 C16 180 181 182 183 184 185 186 186 180 181 182 183 184 185 186 186 180 181 182 183 184 185 186 186 NO SCALE NO SCALE EL. 185.6 EL. 185.6 T Y P I C AL S E C T I ON S II L 4 (MIN.) 5 (MIN.) 3 (MIN.) 1 2 1 2 0.60 2 1 0.60 1 2 1 2 TYPICAL SECTION EMBANKMENT AND BORROW VARIES TYPICAL SECTION EMBANKMENT AND EXCAVATION SEE NOTE 1 CONSTRUCT EMBANKMENT BORROW AS NECESSARY TO 5 3 4 CDF CDF CDF CELL 1 CDF CELL 1 1 3 (MIN.) EL. VARIES VARIES VARIES EXCAVATION LIMIT 1 VARIES 3 (MIN.) LEGEND EXCAVATION LOWER SEDIMENT UPPER SEDIMENT JRP/REH 27JUL04 AS CONSTRUCTED 1 PLATE 19 US Army Corps of Engineers A B C D E F G H Number: Reference Sheet Scale: Drawn By: District Rock Island 6 5 4 3 2 1 A B C D E F G H ROCK ISLAND, ILLINOIS CORPS OF ENGINEERS U.S. ARMY ENGINEER DISTRICT Designed By: Checked By: Reviewed By: Date: Drawing Code: Solicitation Number: AS SHOWN Description Date Symbol Revisions Approved c:\pw_working\mvr\b5eddllh\d0243039\O&M_PLATE19.dgn 3:42:00 PM 21 SEP,2002 RTN DJH UNLESS NOTED OTHERWISE. ELEVATIONS SHOWN ARE IN METERS ALL DISTANCES, MEASUREMENTS AND 6 5 4 3 2 1 MJA SDB EP66 DACW25-02-R-0008 SUNFISH LAKE AND MUD LAKE & ENHANCEMENT PROJECT HABITAT REHABILITATION POOL 11 ISLANDS
Transcript of A B C D E F G H - United States Army · 2016/04/12 · 3 existing groundline sediment trap...
180
181
182
183
184
185
186186
C20 20 40
20 20 40
3
1
1
1
1
11
EL. 181.31 MIN.
FLAT POOL EL. 183.79
6 (MIN.)
EARTH EMBANKMENT
NEW UNCOMPACTED
6 (MIN.)
FLAT POOL EL. 183.79
EARTH EMBANKMENT
NEW UNCOMPACTED
TO CONSTRUCT EMBANKMENT
MATERIAL AS ADJACENT BORROW
EXCAVATE CHANNEL, USE
L
C
RIVERWARD
LAKEWARD
CC4 C16
DC6 C16
180
181
182
183
184
185
186186
180
181
182
183
184
185
186186
180
181
182
183
184
185
186186
NO SCALE
NO SCALE
EL. 185.6
EL. 185.6
TYPIC
AL SEC
TIO
NS II
L
4 (MIN.)
5 (MIN.)
3 (MIN.)
12
1
2
0.6
0
2
1
0.60
1
2
1 2
TYPICAL SECTION EMBANKMENT AND BORROW
VARIES
TYPICAL SECTION EMBANKMENT AND EXCAVATION
SEE NOTE 1
CONSTRUCT EMBANKMENT
BORROW AS NECESSARY TO
5
3
4
CDF
CDF
CDF CELL 1
CDF CELL 1
1
3 (MIN.)
EL. VARIES
VARIES
VARIES
EXCAVATION LIMIT
1
VARIES
3 (MIN.)
LEGEND
EXCAVATION
LOWER SEDIMENT
UPPER SEDIMENT
JR
P/
RE
H2
7J
UL
04
AS
CO
NS
TR
UC
TE
D1
PLATE 19
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
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OF
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Desig
ned
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Chec
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By:
Revie
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Date:
Dra
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Solicitatio
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Nu
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AS
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OW
N
Descriptio
nDate
Sy
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Revisio
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d
c:\
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d0243039\
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PL
AT
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dgn
3:
42:
00
PM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
180
181
182
183
184
185
186186
C20 20 40
20 20 40
3
1
1
1
1
11
EL. 181.31 MIN.
FLAT POOL EL. 183.79
6 (MIN.)
EARTH EMBANKMENT
NEW UNCOMPACTED
6 (MIN.)
FLAT POOL EL. 183.79
EARTH EMBANKMENT
NEW UNCOMPACTED
TO CONSTRUCT EMBANKMENT
MATERIAL AS ADJACENT BORROW
EXCAVATE CHANNEL, USE
L
C
RIVERWARD
LAKEWARD
EC5 C17
FC6 C17
180
181
182
183
184
185
186186
180
181
182
183
184
185
186186
180
181
182
183
184
185
186186
NO SCALE
NO SCALE
EL. 185.6
EL. 185.6
TYPIC
AL SEC
TIO
NS III
L
4 (MIN.)
5 (MIN.)
3 (MIN.)
112
1
2
0.6
0
0.60
1
2
21
VARIES
SEE NOTE 1
CONSTRUCT EMBANKMENT
BORROW AS NECESSARY TO
TYPICAL SECTION EMBANKMENT AND BORROW
TYPICAL SECTION EMBANKMENT AND EXCAVATION
CDF
CDF
CDF CELL 2
CDF CELL 2
1
3 (MIN.)
1
VARIES
5
3
4
EL. VARIES
VARIES
EXCAVATION LIMITVARIES
3 (MIN.)
2
1
LEGEND
EXCAVATION
LOWER SEDIMENT
UPPER SEDIMENT
1A
S
CO
NS
TR
UC
TE
DJ
RP/
RE
H2
7J
UL
04
PLATE 20
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
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d0243039\
O&
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PL
AT
E20.
dgn
3:
42:
39
PM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
20 20 40
11
6 (MIN.)
FLAT POOL EL. 183.79
EARTH EMBANKMENT
NEW UNCOMPACTED
C180181182183184185186186
180181182183184185186186
NO SCALE
EL. 185.6
TYPIC
AL SEC
TIO
NS IV
L
2
1
0.
60
1
2
21
40 60
0.
60
2
1
GC7 C18
NO SCALE
CHANNEL EXCAVATION TYPICAL SECTION
BOTTOM VARIES
EXISTING RIVER
ELEV. 181.31 TYP.
HC9 C18
4 4
6 (MIN.)
SEE NOTE 1
CONSTRUCT EMBANKMENT
BORROW AS NECESSARY TO
VARIESVARIES
TYPICAL SECTION EMBANKMENT AND BORROW
3
10
20 20
FLAT POOL EL. 183.79
C180
181
182
183
184
185
186
180
181
182
183
184
185
186
L
MATERIAL TO BE REMOVED
1
CDF CELL 1 CDF CELL 2
BETWEEN CDF CELLS
3 (MIN)
1
3 (MIN)
11EL. VARIES (TYP.)
EXCAVATION
LOWER SEDIMENT
UPPER SEDIMENT
LEGEND
MO
D. -
EX
CA
VA
TI
ON
CH
AN
NE
L
CH
AN
GE
3
1
CONTRACT MODIFICATION #A0005 DATED AUGUST 8, 2003.
SECTION H WAS MODIFIED PER VALUE EHGINEERING PROPOSAL,
NOTE:
JR
P/
RE
H2
7J
UL
04
RE
VI
SE
D
AS
CO
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TR
UC
TE
D1
PLATE 21
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
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Revisio
ns
Ap
pr
ove
d
c:\
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mvr\
b5e
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h\
d0243039\
O&
M_
PL
AT
E21.
dgn
3:
43:
14
PM
21
SE
P,
200
2R
TN
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
3
EXISTING GROUNDLINE
SEDIMENT TRAP
MECHANICAL EXCAVATION
EL. 181.31
EL. 179.83
1
10
31
51
51
5H:1V5H:1V
5H:1V 5H:1V
10
PLAN
51
A
A
NO SCALE
3
1 FLAT POOL EL.183.79
ELEV. 185.6
SECTION A-A
EMBANKMENT
DEFLECTION
TOP OF NEW
EXISTING GROUNDLINE
CHANNEL EXCAVATION
FLAT POOL EL. 183.79
NEW EMBANKMENT
15
15
PL
AN
AN
D
PR
OFIL
E
FL
OW IN
LET
BB
3.5
RIPRAP
PROFILE B-B
VARIES
LEGEND:
MECHANICAL EXCAVATION
CHANNEL EXCAVATION
EMBANKMENT
3H:1V
3H:1V
3H:1
V3
H:
1V
3H:1V3H:1V
VARIES
3.5
RIPRAP
6 (MIN)
ELEV. 183.03
1
PLACE RIPRAP
1 TYP.
APPROX. EXISTING RIVER BOTTOM
BLANKET
PLACE RIPRAP
ROCK BERM
ROCK BERM
VARIES
SLOPE
BLANKET (TYP.)
BERM INTO
TRANSITION
JR
P/
RE
H2
7J
UL
04
RE
VI
SE
D
AS
CO
NS
TR
UC
TE
D1
(ACTUAL SIZE NOT SHOWN)
TO COMPENSATE FOR ROAD BED.
SEDIMENT TRAP LENGTHENED
1
PLATE 22
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
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d0243039\
O&
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PL
AT
E22.
dgn
3:
43:
48
PM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
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08
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SH
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D
MU
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PR
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EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
182’
180’
180’
183’
183’
180’
181’
181’
181’
181’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
183’
183’
183’
183’
K
RM584
RM583
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
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Revisio
ns
Ap
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AT
E23.
dgn
3:
44:
30
PM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
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T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
LEGEND:
SCALE IN METERS
0 200 400100
RT
N
KN
M
SD
B
NOTES:
MECHANICAL EXCAVATION
CHANNEL EXCAVATION
EMBANKMENT
RIPRAP
PL
AN
VIE
WO
PTIO
N IT
EM
S
N653455.9E661360.5
N653638.8E661397.0
N653532.7E661282.9
N653565.3
E661277.7
N653706.9
E661250.8
N653777.2
E661166.3
OFF SITE AT CONTRACTOR’S EXPENSE.
MUST BE PLACED IN THE CDF OR REMOVED
3. ALL OPTIONAL EXCAVATION MATERIAL
CAPACITY IN THE CDF.
2. AWARD WILL DEPEND ON AVAILABLE
COMPLETE.
AFTER ALL CONTRACT EXCAVATION IS
1. OPTION ITEMS MAY BE AWARDED ONLY
OPTIONAL EXCAVATION AREAS
AREA C
AREA A
JR
P/
RE
H2
7J
UL
04
RE
VI
SE
D
AS
CO
NS
TR
UC
TE
D1
(NOT DREDGED)
OPTION B
NOT DREDGED
THIS AREA
1
1
PLATE 23
180
181
182
183
184
185
186186
C
FLAT POOL EL. 183.79
L
180
181
182
183
184
185
186186
NO SCALE
VARIES
EXISTING GROUNDLINE
EL. 182.0 (TYP.)
MATERIAL TO BE REMOVED
NOTE:
SHALL BE TO ELEV. 182.0
ALL OPTIONAL EXCAVATION
TYPIC
AL SEC
TIO
N
OP
TIO
N IT
EM
S
OPTIONAL EXCAVATION TYPICAL SECTION
1A
S
CO
NS
TR
UC
TE
D2
7J
UL
04J
RP/
RE
H
PLATE 24
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
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d0243039\
O&
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PL
AT
E24.
dgn
3:
45:
06
PM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
3500
SCALE IN METERS
175
MARINA
ARROWHEAD
ACCESS ROAD
RAMP
BOAT
RAILROAD
MUD LAKE
MUD LAKE ROAD
PARK
LAKE
MUD
SIT
E
MA
P
OF L
OC
ATIO
N
EL. 187.2BM R-588.7
EL. 188.4BM 11-2-R
8-1
1-0
6R
TN/
RA
P
FLOW
LEGEND:
EMBANKMENT
BORROW EXCAVATION
CHANNEL EXCAVATION
RIPRAP
BENCHMARK
SHOWN AT FLAT POOLAND IS APPROXIMATLEYEDGE OF SHORELINE VARIES
AS
CO
NS
TR
UC
TE
D1
PLATE 25
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Re
visio
ns
Ap
pr
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d
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PL
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E25.
dgn
9:
20:
05
AM
21
SE
P,
200
2R
TN
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
180
176
176
178
178
179
179
180
180
183
183
183
183
183
177
177
177
178
178
178
178
179
179
179
179
179
183
183
183
183
183
178
179
180
180
180
180
180
180
180
180
180
180
181
181
181
181
181
181
181
181
181
181
181
181
181
181
182
182
182
182
182
182
182
182
182
182
182
182
182
183
183
183
183
184184
185
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E26.
dgn
9:
23:
20
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
8-11-06
RT
N/
RA
P
CONSTRUCTION FEATURES
IT IS NOT NECESSARILY A CONSTRUCTION SEQUENCE.
THE FOLLOWING PROVIDES A BRIEF DESCRIPTION OF THE MAJOR PROJECT FEATURES.
FEATURE: DEEP WATER FISH HABITAT
FLOW INLET
FE
AT
UR
ES
CO
NSTR
UC
TIO
N
ALIGNMENT E
ALIGNMENT M
ALIGNMENT K
ALIGNMENT L
ALIGNMENT I
ALIGNMENT J
ALIGNMENT H
ALIGNMENT F
ALIGNMENT G
FEATURE: LOWER FLOW INLET
FEATURE: UPPER FLOW INLET
ALIGNMENT C
ALIGNMENT A
UPPER FLOW INLET
LOWER FLOW INLET
FLOW INLET
BE FOUND ON SHEET C13.
RIPRAP TO PROTECT THE INLET FROM EROSION. FLOW INLET DETAILS MAY
NOMINAL FLOW THROUGH THE NEWLY EXCAVATED CHANNELS. PLACE
CONSTRUCT A FLOW INLET IN THE DEFLECTION EMBANKMENT TO ALLOW
BE FOUND ON SHEET C13.
RIPRAP TO PROTECT THE INLET FROM EROSION. FLOW INLET DETAILS MAY
NOMINAL FLOW THROUGH THE NEWLY EXCAVATED CHANNELS. PLACE
CONSTRUCT A FLOW INLET IN THE DEFLECTION EMBANKMENT TO ALLOW
ALIGNMENT N
FEATURE: DEFLECTION EMBANKMENT A
AS WELL AS A MATERIAL SOURCE FOR CONSTRUCTION OF EMBANKMENT (ALIGNMENT A).
THE EXCAVATED CHANNELS WILL PROVIDE APPROXIMATELY 8.8 HECTARES OF FISH HABITAT,
FEATURE: DEFLECTION EMBANKMENT B
ALIGNMENT B
SHORELINE
SHORELINE
(ALIGNMENTS C, E-M) CONSTRUCT A SYSTEM OF DEEP-WATER CHANNELS FOR FISH HABITAT.CONSTRUCT DEFLECTION EMBANKMENT USING ADJACENT BORROW FROM RIVER BED.
SHORELINE
(BORROW SOURCE)
ALIGNMENT D
FLOWFLOW
FLOW
FLOW
FLOW
AS
CO
NS
TR
UC
TE
D1
PLATE 26
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
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d0243039\
O&
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PL
AT
E27.
dgn
9:
15:
29
AM
21
SE
P,
2002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
180
181
181
176
176
178
178
179
179
180
180
183
183
183
183
183
177
177
177
178
178
178
178
179
179
179
179
179
183
183
183
183
183
177
178
178
179
179
180
180
180
180
180
180
180
180
180
180
180
180
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
183
183
183
183
183
183
183
184184
185
RIPRAP
LEGEND:
BORROW EXCAVATION
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
1000
SCALE IN METERS
50
EXCAVATE CHANNELS
4M
OD. # 1 -
ST
ATI
ON
DI
ST
AN
CE
CH
AN
GE
24
SE
P0
4R
TN/
RJ
H
4
8-11-06
RT
N/
RA
P
MUD LAKE
DEFLECTION EMBANKMENT
I O W A
M
I
S
S
I
S S I
P P I
R
I
V E
R
FLOW
GENERAL NOTES:
SIT
E P
LA
N
ALIGNMENT A
ALIGNMENT K
ALIGNMENT J
ALIGNMENT I
ALIGNMENT H
ALIGNMENT G
ALIGNMENT F
ALIGNMENT E
ALIGNMENT D
ALIGNMENT C
ALIGNMENT B
ALIGNMENT L
ALIGNMENT M
ALIGNMENT N
PLACE SIDE CAST BERMS
VEGETATION BED
EXISTING
MUDLAKE PARK LANDING
STA. 1+25A
UPPER FLOW INLET
STA. 14+32A
LOWER FLOW INLET
PI: STA 0+65A
GATE LOCATION
(1990 TO PRESENT).
4. CONTOURS ARE ESTIMATED FROM VARIOUS SOURCES
3. FLAT POOL EL 183.79, 5 YR EL 184.89, 10 YR EL 185.47.
AND 1989 NAVIGATION CHARTS.
2. RIVER BOUNDARIES BASED ON 1994 AERIAL PHOTOS
ARE APPROXIMATE.
1. ALL RIVER MILES AND FEATURE LOCATIONS
9R
EVI
SE
D
AS
CO
NS
TR
UC
TE
D
9
9
9
9
9
9
9
PLATE 27
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E28.
dgn
9:
32:
42
AM
21
SE
P,
2002
6
5
4
3
2
1
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
180
181
181
176
176
178
178
179
179
180
180
183
183
183
183
177
177
177
178
178
178
178
179
179
179
179
179
183
183
183
183
183
177
178
178
179
179
180
180
180
180
180
180
180
180
180
180
180
180
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
183
183
183
183
183
183
183
184184
185
RIPRAP
LEGEND:
BORROW EXCAVATION
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
1000
SCALE IN METERS
50
SHALLOW AREA
NAVIGATI
ON CHANNEL
SHALLOW AREA
8-
11-
06
RT
N/
RA
P
P11-97-3
P11-97-2
P11-97-1
P11-99-3
P11-99-2
BORING LOCATION
RS
K
RS
K
BO
RIN
G
LO
CA
TIO
NS
RS
K
GJ
M
SD
B/
TP
D/
GB
M
P11-97-2
P11-03-3
P11-03-2
P11-03-1
AS
CO
NS
TR
UC
TE
D9
PLATE 28
185
184
183
182
181
180
179
178
185
184
183
182
181
180
179
178
EL
EV
ATI
ON (
ME
TE
RS)
EL
EV
ATI
ON (
ME
TE
RS)
FOR LOCATIONS OF BORINGS, SEE SHEET C2.
186
185
184
183
182
181
180
179
178
177
176
186
185
184
183
182
181
180
179
178
177
176
EL
EV
ATI
ON (
ME
TE
RS)
EL
EV
ATI
ON (
ME
TE
RS)
185
184
183
182
181
180
179
178
185
184
183
182
181
180
179
178
EL
EV
ATI
ON (
ME
TE
RS)
EL
EV
ATI
ON (
ME
TE
RS)
177177
176
175
176
175
186 186
186 186
8-11-06
RT
N/
RA
P
HA
WL
21
BORING NUMBER
4 JULY 1976
LOCATION OF BORING
WATER LEVEL
IN PERCENT DRY WEIGHT
NATURAL MOISTURE CONTENT
MAJOR STRATA CHANGE
MINOR STRATA CHANGE
* PROBE OR SPLIT SPOON REFUSAL
ALSO, DATE WATER LEVEL NOTED
APPROXIMATE DATE OF DRILLING
LEGEND
HOLE ADVANCED BY HAND AUGER TOP ELEVATION
PERCENT PASSING #200 SIEVE
LIQUID AND PLASTIC LIMIT
(6.7)
46/28
HOLE EXTENDED BY DRIVING 50 mm PIPE
(IN METERS) NGVD 12
LOCATIONS GIVEN IN ILLINOIS WEST ZONE STATE PLANE COORDINATES (NAD 83) IN METERS
NOTE:
D SIZE (mm) 0.1910
38
41
40
30
32
26
30
32
38
40
42
39
38
36
46
52
61
48
53
44
38/24
46/19
(84.2)
(83.1)
43/23
(91.3) 38/24
HAHA HA
P11-97-1 P11-97-2 P11-97-3
WATER WATERWATERCH GR FAT CLAY (SOFT)
SANDY IN PART
CL GR SILTY LEAN CLAY
CL GR MEDIUM CLAY (STIFF)
TO MEDIUM CLAY (FIRM)
CL BR MOTTLED SANDY LEANCH GR FAT CLAY (STIFF)
CL-CH BR MEDIUM CLAY (FIRM)
CH GR BR SANDY FAT CLAY
(FIRMER AND MORE SAND WITH DEPTH)
CL GR LEAN CLAY (SOFT)
CL-CH GR MEDIUM CLAY (FIRM)
CL GR LEAN CLAY (SOFT)
183.98 183.98 183.98
2 APRIL 1997
MUD LAKE
E 656280.5
N 659982.0
2 APRIL 1997
MUD LAKE
E 656820.5
N 658802.0
2 APRIL 1997
MUD LAKE
E 656950.5
N 658082.1
P11-99-2
38
30
24
17
WATER
CL GR SANDY LEAN CLAY(52.1)
(36.4)
HA
183.82
34
26
(23.4)
(3.2)
SC GR CLAYEY SAND
CL-CH GR MEDIUM CLAY (FIRM)
CL BR SANDY LEAN CLAY (FIRM)
SC BR CLAYEY SAND
SP BR GRAVELLY COARSE TO FINE SAND
P11-99-3
47
29
WATERHA
183.82
40
32
(19.0)
CL-CH GR MEDIUM CLAY (FIRM)
CL BR SANDY LEAN CLAY (FIRM)
SC BR CLAYEY SAND(17.6)
OH GR ORGANIC FAT CLAY (SOFT)
37
46
40
HA
P11-03-2
WATER183.92
CH GR FAT CLAY (SOFT)
20 MARCH 2003
MUD LAKE
E 656464.8
N 659782.5
42
36
HA
P11-03-1
WATER
183.92
33
CL GR SANDY LEAN CLAY
CL-CH GR MEDIUM CLAY (STIFF)
20 MARCH 2003
MUD LAKE
E 656163.6
N 660946.2
45
39
HA
P11-03-3
WATER
183.92
49
20 MARCH 2003
MUD LAKE
E 656813.3
N 658685.3
CL-CH GR MEDIUM CLAY (FIRM)
(MORE FIRM WITH DEPTH)CL GR LEAN CLAY
CH GR FAT CLAY (STIFF)
CH GR MEDIUM CLAY (SOFT)
1 SEPTEMBER 1999
MUD LAKE
E 656298.3
N 660764.2
1 SEPTEMBER 1999
MUD LAKE
E 656691.4
N 659445.4
RS
K
RS
K
GJ
MB
ORIN
G
LO
GS
CJ
K/
TP
D/
GB
M
AS
CO
NS
TR
UC
TE
D9
PLATE 29
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
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h\
d0243039\
O&
M_
PL
AT
E29.
dgn
9:
27:
45
AM
21
SE
P,
2002
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E30.
dgn
9:
30:
32
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
176’
177’
177’
178’
179’
179’18
0’
182’
183’
184’
185’
190190
180
170
190
170
180
190
0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C 7+00C 8+00C 8+53C-0+72C
180’
181’
181’
176’
176’
178’
178’
179’
179’
180’
180’
183’
183’
183’
183’
177’
177’
177’
178’
178’
178’
178’
179’
179’
179’
179’
179’
183’
183’
183’
183’
183’
177’
178’
178’
179’
179’
180’
180’
180’
180’
180’
180’
180’
180’
180’
180’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
184’184’
185’
KEY PLAN
RIPRAP
LEGEND:
BORROW EXCAVATION
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
170
180
190
170
180
190
10+00A0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A 7+00A 8+00A 9+00A
190190
N 660933.37
E 656243.18
PI STA 1+66A
N 660892.67
-0
+55
C
0+00A
5+00
A
PI
ST
A 2
+10
A
PI
ST
A 2
+86
A
PI
ST
A 3
+98
A
PI S
TA 4+71
A
PI
ST
A 5
+63
A
PI
ST
A 6
+91
A
PI STA 0+90AE 656116.72
E 656028.64
N 660911.86
E 655970.78
N 661070.93
0+00
C
PI STA 0+72A
10+00
A
PI ST
A 9+99
A
E 656142.74
N 660862.42
PI S
TA 0+17
C
E 656200.10
N 660759.50
PI S
TA 1+35
C
E 656230.75
N 660651.65
PI
ST
A 2
+47
C
E 656265.92
N 660586.94
PI S
TA 3+21
C
E 656277.67
N 660495.97
PI
ST
A 4
+12
C
E 656316.62
N 660369.97
PI
ST
A 5
+41
C
N 660844.84
E 656226.91
N 660770.12
E 656240.09
N 660662.28
E 656270.75
N 660597.57
E 656305.91
N 660506.60
E 656317.66
N 660384.12
E 656356.22
N 660078.27
E 656390.58
E 656177.18
N 660983.00
PI STA 2+24B
0+00B
HC4C13
3
3
3
3
AM
D.
#3-
AD
DE
D
CO
OR
DI
NA
TE,
CR
OS
S
SE
CTI
ON
SY
MB
OL
AN
D
ST
ATI
ON
6-
2-
04
JR
P/
DJJ
4
4
RT
N/
RE
H
4
4
4
4
MO
D.
#1-
CO
RR
EC
TE
D
CO
OR
DI
NA
TE
S
4
8-1
1-
06
RT
N/
RA
P
AT 0+14B
SECOND GATE
PLAN
2000
SCALE IN METERS
100
GROUND LINE
EXISTING
EMBANKMENT PROFILE A
MA
TC
H
LI
NE
SH
EE
T
C5
AC4
C11
EMBANKMENT
CONSTRUCT
EXCAVATION PROFILE C
CHANNEL
EXCAVATE
GROUND LINE
EXISTING
CONSTRUCTION
EMBANKMENT
EXCAVATE FOR
R 132
SECTION B-B
SEE SHEET C14
FLOW INLET
20 40 60 80
ON SHEET C13
SEE DETAIL
EL. 182.9
FLOW INLET
EL.185.6
DESIGN GRADE
EMBANKMENT
EL. 181.45
DESIGN GRADE
EXCAVATION
C
C4
C11
ST
A. 0+
00
A
TO
10+
00
AP
LA
N
AN
D
PR
OFIL
EE
XC
AV
ATIO
N
CE
MB
AN
KM
EN
T
A
AN
D
SPACED 1.5M APART
WOOD POSTS
DETAILS
SHEET C15 FOR
PI: STA 0+65A
GATE LOCATION
FOR DETAILS
STA. 1+25A SHEET C14
UPPER FLOW INLET
J
C4
C13
10-1
3-0
4
9A
S
CO
NS
TR
UC
TE
D
PLATE 30
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E31.
dgn
9:
36:
25
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
178
179180 181
182
182
183
183
183
180’
181’
181’
176’
176’
178’
178’
179’
179’
180’
180’
183’
183’
183’
183’
177’
177’
177’
178’
178’
178’
178’
179’
179’
179’
179’
179’
183’
183’
183’
183’
183’
177’
178’
178’
179’
179’
180’
180’
180’
180’
180’
180’
180’
180’
180’
180’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
184’184’
185’
KEY PLAN
170
180
190
170
180
190
10+00A 11+00A 12+00A 13+00A 14+00A 15+00A 16+00A 17+00A 18+00A 19+00A 20+00A 21+00A 21+13
190190
170
190190
180
190
170
180
190
10+00C 11+00C 12+00C 13+00C 14+00C 15+00C 16+00C 17+00C 18+00C 19+00C 19+73C8+53C 9+00C
PI STA 11+65A
PI S
TA 12+05
A
PI ST
A 19+10
A
PI ST
A 19+52
A
PI
ST
A 16
+10
A
PI STA 13+86A
E 656588.20
N 659625.65
PI
ST
A 14
+65
C
E 65
6686.7
4
N 65
9792.8
4
15
+00
A
20
+00
A
PI ST
A 11+85
A
PI
ST
A 15
+20
A
PI
ST
A 18
+30
API ST
A 19+30
A
PI
ST
A 14
+76
A
E 656571.37
N 659319.29
PI ST
A 16+71C
10+00
A
PI ST
A 9+99
A
E 656657.43
N 659243.76
PI ST
A 17+90C
E 656497.18
N 659923.26
PI ST
A 10+57C
N 660078.27
E 656390.58
N 659636.28
E 656628.19
N 659325.82
E 656616.03
N 659259.86
E 656691.18
RIPRAP
LEGEND:
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
2000
SCALE IN METERS
100
6
MI
N
I
C5C13 F
C12
ST
A. 10+
00
A
TO
21+
13
AP
LA
N
AN
D
PR
OFIL
EE
XC
AV
ATIO
N
CE
MB
AN
KM
EN
T
A
AN
D
HC1
3
JC13
C5
3A
MD.
#3-
AD
DE
D
CR
OS
S
SE
CTI
ON
SY
MB
OL
JR
P/
DJJ
JR
P/
DJJ
6-
2-
04
3
RT
N/
RE
H4
4
4
MO
D.
#1-
CO
RR
EC
TE
D
CO
OR
DI
NA
TE
S
9R
TN/
RA
PR
EVI
SE
D
AS
CO
NS
TR
UC
TE
D
9
9
PLAN
GROUND LINE
EXISTING
ENBANKMENT PROFILE A
MA
TC
H
LI
NE
SH
EE
T
C4
MA
TC
H
LI
NE
SH
EE
T
C6
EMBANKMENT
CONSTRUCT
C
C5C11
BC5
C11
EXCAVATION PROFILE C
CHANNEL
EXCAVATE
GROUND LINE
EXISTING
PI ST
A 11+85
A
EL. 182.9
FLOW INLET
EL. 185.6
DESIGN GRADE
EMBANKMENT
EL. 181.45
DESIGN GRADE
EXCAVATION
C5
C13 FOR DETAIL
SEE SHEET
TYPICAL SECTIONS
SEE SHEET C14 FOR
STA. 14+32A
LOWER FLOW INLET
C5
10-1
3-0
4
8-1
1-0
6
PLATE 31
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E32.
dgn
9:
39:
19
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
181
181
178179
180
180
180
181
181
182
182
182
182
183
183
183180’
181’
181’
176’
176’
178’
178’
179’
179’
180’
180’
183’
183’
183’
183’
177’
177’
177’
178’
178’
178’
178’
179’
179’
179’
179’
179’
183’
183’
183’
183’
183’
177’
178’
178’
179’
179’
180’
180’
180’
180’
180’
180’
180’
180’
180’
180’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
184’184’
185’
KEY PLAN
25
+00
A
29
+65
A
PI
ST
A 27
+29
A
PI
ST
A 29
+31
A
PI S
TA 22
+229
A
E 657029.43
N 658289.99
PI
ST
A 28
+16
C
E 656968.34
N 658537.54
PI
ST
A 25
+62
C
N 658528.78
E 657013.11
170
180
190
170
180
190
21+13A 22+00A 23+00A 24+00A 25+00A 26+00A 27+00A 28+00A 29+00A 29+65A
190190
190190
170
180
190
170
180
190
19+73C 20+00C 21+00C 22+00C 23+00C 24+00C 25+00C 26+00C 27+00C 28+00C28+16C
RIPRAP
LEGEND:
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
2000
SCALE IN METERS
100
ST
A. 21+
13
A
TO
29+
65
AP
LA
N
AN
D
PR
OFIL
EE
XC
AV
ATIO
N
CE
MB
AN
KM
EN
T
A
AN
D
G
C12
C13
H
C6C1
3
6 MIN
AM
D.
#1-
SP
ECI
FI
CA
TI
ON
AM
EN
DM
EN
T
AM
D.
#2-
AD
DE
D
DI
ME
NSI
ON
2
21 3A
MD.
#3-
AD
DE
D
NO
RT
HI
NG
AN
D
EA
STI
NG
3
JR
P/
DJJ
JR
P/
DJJ
JR
P/
DJJ
6-
2-
04
5-
18-
04
5-
12-
04
4M
OD.
#1-
CO
RR
EC
TE
D
CO
OR
DI
NA
TE
S
4
4
9
8-
11-
06
RT
N/
RA
P
9
9
RE
VI
SE
D
AS
CO
NS
TR
UC
TE
D
ONE BIG ISLAND
AND DNR TO LEAVE AS
AGREEMENT WITH FWS
PROJECT
TO GAIN ACCESS TO
ALLOWED BY FWS
SIDE CAST BERM WAS
PLAN
EMBANKMENT PROFILE A
GROUND LINE
EXISTING
MA
TC
H
LI
NE
SH
EE
T
C5
EMBANKMENT
CONSTRUCT
EXCAVATION PROFILE C
CHANNEL
EXCAVATE
GROUND LINE
EXISTING
DREDGING
POTENTIAL ACCESS
C6FLOW
STA. 0+00
STA. 29+54A=
E 657129.52
N 658295.48
0+64
SPUR DIKE
CONSTRUCT ROCK
C13 FOR DETAIL
SEE SHEET
EL. 185.6
DESIGN GRADE
EMBANKMENT
EL. 181.45
DESIGN GRADE
EXCAVATION
F
C6
E 657067.68
N 658307.63
PI STA 0+00
PLATE 32
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E33.
dgn
9:
41:
28
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
180
181
182
184
185
KEY PLAN
190190
170
180
190
170
180
190
0+00B 1+00B 2+00B 3+00B 3+30B
0+00B
0+00D
3+00D
1+00D
E 656177.18
N 660983.00
PI STA 2+24B
E 655970.78
N 661070.93
3+02B
2+00D
PI ST
A 2+67B
-0
+56
C
1000
SCALE IN METERS
50
PL
AN
AN
D
PR
OFIL
EE
XC
AV
ATIO
N
DE
MB
AN
KM
EN
T B
AN
D
MO
D. # 1 -
ST
ATI
ON
DI
ST
AN
CE
CH
AN
GE
24
SE
P0
4R
TN/
RJ
H4
4
5M
RP/
RA
P1
1-
23-
05
MO
D. # 5 -
AD
DI
TI
ON
AL
GA
TE
AN
D
PO
ST
S
6M
RP/
RA
P6-
9-
06
MO
D. #
6 -
ER
OSI
ON
RO
CK
7M
RP/
RA
P5-
24-
06
MO
D. # 7 -
RO
CK
ST
OC
KPI
LE
98-
11-
06
RT
N/
RA
P
6
5
7
EROSION ROCK
STOCKPILE
50 MG RIPRAP
BARRIER POSTS
ADDITIONAL GATE AND
RE
VI
SE
D
AS
CO
NT
RU
CT
ED
9
PLAN
EMBANKMENT PROFILE B
GROUND LINE
EXISTING
EMBANKMENT B
CONSTRUCT
SHALL BE CONTERMINOUS.
-0.72C WITH ALIGNMENT D AT 2+00D
INTERSECTION OF ALIGNMENT C AT
NOTES:
SPACED 1.5m APART
WOOD POSTS
EL. 185.6
DESIGN GRADE
EMBANKMENT
LEGEND:
EMBANKMENT
BORROW EXCAVATION
CHANNEL EXCAVATION
RIPRAP
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
PLATE 33
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E34.
dgn
9:
47:
54
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
176
178180
181
182
184
KEY PLAN
LEGEND:
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
0+00E 1+00E 2+00E 3+00E 4+00E 0+00F 1+00F 0+00G 1+00G 0+00H 1+00H
E 656446.78
N 659898.58
0+67H
E 656510.26
N 659878.30
PI STA 0+00H
E 656351.91
N 660055.83
PI STA 0+00G
E 656288.42
N 660075.93
0+67G
E 656265.90
N 660276.59
0+67F
E 656329.39
N 660256.31
PI STA 0+00F
E 656290.63
N 660454.79
PI STA 0+00E
1+00E
2+00E
3+00
E
E 656101.42
N 660272.10
3+68
E
2000
SCALE IN METERS
100
E, F,
G
&
HP
LA
N
AN
D
PR
OFIL
EC
HA
NN
EL E
XC
AV
ATIO
N
D
C8C12
8-
11-0
6R
TN/
RA
P
PLAN
GROUND LINE
EXISTING
CHANNEL EXCAVATION PROFILE E
GROUND LINE
EXISTING
GROUND LINE
EXISTING
GROUND LINE
EXISTING
CHANNEL EXCAVATION PROFILE F CHANNEL EXCAVATION PROFILE G CHANNEL EXCAVATION PROFILE H
CHANNEL
EXCAVATE
STA. 0+00F
STA. 6+59C=
STA. 0+00G
STA. 8+61C= STA. 0+00H
STA. 11+04C=
DC12
C8
R 132
ISLAND
STA. 0+00E
STA. 4+55C=
E 656101.42
N 660272.10
3+68
E
EL. 181.45
DESIGN GRADE
EL. 181.45
DESIGN GRADEEL. 181.45
DESIGN GRADE
EL. 181.45
DESIGN GRADE
9A
S
CO
NS
TR
UC
TE
D
PLATE 34
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E35.
dgn
9:
51:
00
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
178
179
180
180
180
181
181
181
182
182
182
182
183
183
180’
181’
181’
176’
176’
178’
178’
179’
179’
180’
180’
183’
183’
183’
183’
177’
177’
177’
178’
178’
178’
178’
179’
179’
179’
179’
179’
183’
183’
183’
183’
183’
177’
178’
178’
179’
179’
180’
180’
180’
180’
180’
180’
180’
180’
180’
180’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
184’184’
185’
KEY PLAN
RIPRAP
LEGEND:
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
E 656507.87
N 659339.57
0+67K
E 656571.38
N 659319.60
PI STA 0+00K
E 656518.91
N 659555.60
0+67J
E 656581
N 659519
PI STA 0+00J
E 656501.49
N 659720.81
0+67I
E 656564.98
N 659700.53
PI STA 0+00I
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
170
180
190190
0+00I 1+00I 0+00J 1+00J 0+00K 1+00K0+00N 1+00N 2+00N
2000
SCALE IN METERS
100
N, I, J &
KP
LA
N
AN
D
PR
OFIL
EC
HA
NN
EL E
XC
AV
ATIO
N
D
C9C12
8-
11-
06
RT
N/
RA
P
PLAN
GROUND LINE
EXISTING
CHANNEL EXCAVATION PROFILE KCHANNEL EXCAVATION PROFILE JCHANNEL EXCAVATION PROFILE ICHANNEL EXCAVATION PROFILE N
GROUND LINE
EXISTING
GROUND LINE
EXISTING
GROUND LINE
EXISTING
CHANNEL
EXCAVATE
STA. 0+00N
STA. 12+82C=
STA. 0+00I
STA. 12+90C=
STA. 0+00J
STA. 14+60C=
STA. 0+00K
STA. 16+57C=
ISLAND
EL. 181.45
DESIGN GRADE
EL. 181.45
DESIGN GRADEEL. 181.45
DESIGN GRADE
EL. 181.45
DESIGN GRADE
9R
EVI
SE
D
AS
CO
NS
TR
UC
TE
D
9
9
9
PLATE 35
US Army Corps
of Engineers
A B C D E F G H
Number:Reference
Sheet
Scale:
Dra
wn
By:
DistrictRock Island
6
5
4
3
2
1
A B C D E F G H
RO
CK I
SL
AN
D, I
LLI
NOI
S
CO
RP
S
OF
EN
GI
NE
ER
S
U.
S.
AR
MY
EN
GI
NE
ER
DI
ST
RI
CT
Desig
ned
By:
Chec
ke
d
By:
Revie
wed
By:
Date:
Dra
wi
ng
Co
de:
Solicitatio
n
Nu
mber:
AS
SH
OW
N
Descriptio
nDate
Sy
mbol
Revisio
ns
Ap
pr
ove
d
c:\
pw
_w
or
ki
ng\
mvr\
b5e
ddll
h\
d0243039\
O&
M_
PL
AT
E36.
dgn
10:
13:
52
AM
21
SE
P,2
002
RT
N
DJ
H
UNLESS NOTED OTHERWISE.
ELEVATIONS SHOWN ARE IN METERS
ALL DISTANCES, MEASUREMENTS AND
6
5
4
3
2
1
MJ
A
SD
B
RS
K
CJ
K
TE
M
SA
Z
EP
66
DA
CW
25-
02-
R-
00
08
SU
NFI
SH
LA
KE
AN
D
MU
D
LA
KE
&
EN
HA
NC
EM
EN
T
PR
OJ
EC
T
HA
BI
TA
T
RE
HA
BI
LI
TA
TI
ON
PO
OL 11 I
SL
AN
DS
181
178179
180
180
180
180
181
181
182
182
182
182
183
183
183
180’
181’
181’
176’
176’
178’
178’
179’
179’
180’
180’
183’
183’
183’
183’
177’
177’
177’
178’
178’
178’
178’
179’
179’
179’
179’
179’
183’
183’
183’
183’
183’
177’
178’
178’
179’
179’
180’
180’
180’
180’
180’
180’
180’
180’
180’
180’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
181’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
182’
183’
183’
183’
183’
183’
183’
183’
184’184’
185’
KEY PLAN
RIPRAP
LEGEND:
CHANNEL EXCAVATION
EMBANKMENT
FLAT POOLIS APPROXIMATELY SHOWN ATEDGE OF SHORELINE VARIES AND
E 656568.90
N 658727.45
3+57
M
1+00
M
2+00
M
3+00
M
E 656755.62
N 659031.86
PI S
TA 0+00
M
E 656623.85
N 659200.65
0+67L
E 656687.34
N 659180.37
PI STA 0+00L
170
180
190190
170
180
190190
170
180
190190
170
180
190190
0+00L 1+00L 0+00M 1+00M 2+00M 3+00M 4+00M3+57M
PLAN
2000
SCALE IN METERS
100
GROUND LINE
EXISTING
CHANNEL EXCAVATION PROFILE M
L
&
MP
LA
N
AN
D
PR
OFIL
EC
HA
NN
EL E
XC
AV
ATIO
N
CHANNEL
EXCAVATE
CHANNEL EXCAVATION PROFILE L
GROUND LINE
EXISTING
STA. 0+00L
STA. 18+60C=
EC12
C10
BERMS
SIDE CAST
FLOW
EL. 181.45
DESIGN GRADE
EL. 181.45
DESIGN GRADE
C12D
C10
9R
EVI
SE
D
AS
CO
NS
TR
UC
TE
D8-
11-
06
RT
N/
RA
P
9
9
PLATE 36
