W912EK20B0009 Drawings.pdf
PDF 39 MB Posted
- Solicitation number
- W912EK20B0009
About this file
This federal contract opportunity is for the Milan, IL Flood Control Project, 2019 Event Levee and Gate Repairs, Mill Creek, Rock River, Big Island, Rock Island, County, IL. The solicitation seeks a contractor to perform work including clearing, grubbing, stripping, levee reshaping, stone placement, and gate repairs for the Mississippi River Basin Milan, Illinois, Flood Control Project in Rock Island County, Illinois. The NAICS code is 237990 and size standard is $39,500,000. The estimated range of the contract value is $1,000,000 to $5,000,000. The period of performance is 365 days. This is a 100% HUBZone set-aside opportunity issued by the Department of the Army Corps of Engineers Engineering District Rock Island.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912EK20B0009 Bid Summary Sheet.pdf | ||
| W912EK20B0009-0003.pdf | ||
| A22 - W912EK20B0009-00002.pdf | ||
| W912EK20B0009-0002 Drawings.pdf | ||
| W912EK20B0009-00001.pdf | ||
| W912EK20B0009 Reference Drawings.pdf | ||
| W912EK20B0009.pdf |
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Text version
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Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
of Engineers
US Army Corps
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
SHEET ID
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VERIFY ACCESS REQUIREMENTS AND ROUTE TO THE SITE.
AND THE CONTRACTING OFFICER. THE CONTRACTOR SHALL
WITH THE ROAD COMMISSIONERS, THE DRAINAGE DISTRICT,
16. THE CONTRACTOR SHALL COORDINATE ALL ROAD ACCESS
PRE-PROJECT CONDITIONS PRIOR TO PROJECT COMPLETION.
ACTIVITIES SHALL BE MINIMIZED AND REPAIRED TO
15. DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION
DAMAGED DUE TO CONSTRUCTION ACTIVITIES.
REPAIR/REPLACEMENT OF ANY ROADWAYS OR TRAILS
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
13. THE CONTRACTOR SHALL FIELD VERIFY ELEVATIONS.
AS SPECIFIED IN 00 73 05 AND 02 21 00.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS
01 57 19 FOR ENVIRONMENTAL RESTRICTIONS.
11. REFER TO SPECIFICATIONS SECTIONS 00 73 05 AND
ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.
STORMWATER POLLUTION PREVENTION PLAN IN
10. THE CONTRACTOR SHALL PREPARE AND SUBMIT A
STORM WATER PERMIT PRIOR TO INITIATING CONSTRUCTION.
9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES
8. BACKGROUND IMAGE IS ORTHOPHOTOGRAPHY FROM 2018.
ROCK RIVER.
AND GAGE INFORMATION FOR THE MISSISSIPPI RIVER AND
7. SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULIC DATA
THE CONTRACTING OFFICER PRIOR TO ANY WORK STARTING.
BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY
6. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL
REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR
UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
THE CONTRACTING OFFICER.
ADDITIONAL STAGING AREAS SHALL BE COORDINATED WITH
PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST.
OR REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS
THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
OFFICER AND REMAIN WITHIN THE WORK LIMITS SHOWN.
4. STAGING SHALL BE COORDINATED WITH THE CONTRACTING
3. THERE ARE MULTIPLE DISTINCT REPAIR AREAS.
2. ACCESS TO THE SITE IS BY VEHICULAR ACCESS ONLY.
ROCK RIVER INTO THE MISSISSIPPI RIVER (POOL 16).
MILES 0.8 AND 5.6 UPSTREAM OF THE CONFULENCE OF THE
ON THE SOUTH BANK OF THE ROCK RIVER BETWEEN RIVER
1. THE PROJECT IS LOCATED IN ROCK ISLAND COUNTY, ILLINOIS
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0SCALE : 1"=500'-0" 500' 1000'
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SURVEY CONTROL
UNITS: US SURVEY FEET.
ILLINOIS WEST, VERTICAL DATUM: NAVD88
2. PROJECT DATUMS: HORIZONTAL NAD 83 STATE PLANE
1. CONTROL SURVEY COMPLETED IN DECEMBER 2019.
19-330-207
19-338-3214
19-325-203 19-325-100
POINT NORTHING EASTING NAVD88 DESCRIPTION
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19-338-3214 1748003.42 2177435.71 570.74 COE BRASS ATOP WALL AT ROCK ISLAND CONSERVATION, BIG ISLAND
19-330-207 1749454.22 2176403.50 566.88 SET 5/8" REBAR WITH ALUM CAP STAMPED MILAN 3 2019
19-325-203 1744610.97 2182491.34 572.61 SET 5/8" REBAR WITH ALUM CAP STAMPED MILAN 2 2019
19-325-100 1743928.77 2185928.29 573.67 SET 5/8" REBAR WITH ALUM CAP STAMPED MILAN 1 2019
19-325-101 1766976.51 2187763.37 568.34 EISENBRAUN MONUMENT 09-77-15 AT LOCK & DAM 15 (NOT SHOWN)
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CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
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GENERAL SHEET NOTES
SEE SHEET C-105
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SEE SHEETS C-105 TO C-111
STA 0+00 TO STA 32+00
MILAN STONE REPAIR AREA 1
SEE SHEETS C-103, C-113 TO C-116
STA 0+00 TO STA 19+60
MILAN STONE REPAIR AREA 2
ID
1744103.34
1743863.72
1743798.50
1743654.75
1743819.17
1743815.14
1743917.36
1743872.13
1743674.10
1743674.10
1743588.78
1743588.64
1743694.50
1743694.50
1743783.03
1743783.02
1743858.30
1743747.59
1743782.60
1743847.20
1744205.63
1743755.65
1743578.49
1743591.12
1743835.25
1744257.67
1744372.53
1744341.51
1744348.82
1744345.03
1744003.91
1743950.85
1743954.64
1743968.46
1744305.26
NORTHING
2185154.14
2185245.42
2185313.66
2185541.41
2185542.91
2185677.45
2185677.47
2185910.38
2185910.07
2185930.48
2185930.48
2185950.84
2185950.84
2185930.48
2185930.48
2185982.15
2185981.61
2186971.03
2187203.62
2187433.07
2188349.69
2188670.29
2188951.73
2189138.35
2188730.94
2188428.65
2188324.56
2188312.93
2188283.69
2188226.84
2187351.30
2187101.14
2186888.89
2186681.63
2185116.57
EASTING
CONSTRUCTION WORK LIMITS
MILAN STONE REPAIR AREA 1
IO
W
A
IN
T E
R S
T A
T E R
A
IL
R O
A D
E 2187535.02
N 1744142.41
(SEE SPECIFICATION 00 73 05)
BALD EAGLES NEST 660' BUFFER
25 24
P L
A N
A1
WORK LIMITS MILAN STONE REPAIR AREA 1
W O
R K L
IM
IT
S M
IL
A
N S
T O
N E R
E P
A
IR
A
R E
A
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
SOLICITATION
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
M
IL
B
IG
-C
A D
S
H E
E T -2
-0
-0
-C -1
.d g n
:2
:5
A
M
B E
C D J
M F
/1
/2
C-103
M
IL
B
IG
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D C
O U
N T
Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
M
IT
V A
L S
K Y
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
N
A S S
H O
W N
VANDRUFF ISLAND
U S H
W Y
R O
C K R
IV
E R
F
LO
W
ROCK ISLAND COUNTY, ILLINOIS
MILAN
0 600'SCALE : 1"=300'-0" 300'
(TYP)
PROPERTY LINE
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
WORK LIMITS (TYP)
CONSTRUCTION
A
B
C D E
F
G H
I
J
B
IG
IS
LA
N
D R
D
H E N
N E P
IN
C
A N
A L
R .F
E L L
M A
N
PUMP STATION
WORK LIMITS
CONSTRUCTION
K
L
M
N
O
P
Q
R
S
T
U
V
W
X Y
Y
X
W
V
U
T
S
R
Q
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
ID
1744633.81
1744679.00
1744796.42
1744997.49
1745209.13
1746733.88
1746801.95
1747303.13
1748170.06
1748229.82
1748175.51
1747209.50
1745221.88
1744881.38
1744718.14
1744568.80
1744265.64
1744133.79
1744090.02
1744179.91
1744286.12
1744269.70
1744270.33
1744397.22
1744608.60
NORTHING
2182637.59
2182453.82
2182482.70
2182186.99
2181639.50
2179755.25
2179795.46
2179125.99
2178741.59
2178634.18
2178478.07
2178816.25
2181140.25
2181630.99
2182294.70
2182256.17
2183420.06
2184116.96
2184467.91
2184476.84
2184387.09
2184268.64
2184234.39
2183493.99
2182630.99
EASTING
B
M
IL
B
IG
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
E R
B
IG
I S
L A
N D
GENERAL NOTES
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
SEE SHEET C-105
STAGING AREA 2
SEE SHEET C-104, C-117 TO C-122
STA 0+00 TO STA 30+00
BIG ISLAND REPAIR AREA
SEE SHEETS C-113 TO C-116
STA 0+00 TO STA 20+00
MILAN STONE REPAIR AREA 2
SEE SHEETS L-101 TO L-105
STA 0+85 TO STA 52+62
SEED RESTORATION
CONSTRUCTION WORK LIMITS
MILAN STONE REPAIR AREA 2
W O
R K L
IM
IT
S M
IL
A
N S
T O
N E R
E P
A
IR
A
R E
A
P L
A N
A1
WORK LIMITS MILAN STONE REPAIR AREA 2 AND SEED RESTORATION
A N
D S
E E
D R
E S
T O
R A
T
IO
N
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
M
IL
B
IG
-C
A D
S
H E
E T -2
-0
-0
-C -1
.d g n
:2
:3
A
M
B E
C D J
M F
/1
/2
C-104
M
IL
B
IG
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D C
O U
N T
Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
M
IT
V A
L S
K Y
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
N
A S S
H O
W N
R O
C K R
IV
E R
F L O
W
T
H S
T W
0 400'SCALE : 1"=200'-0" 200'
SMITH ISLAND
INDIAN ISLAND
H E
N N
E P
IN
C
A N
A L
H E
N N
E P
IN
C
A N
A L
56TH AVE W
54TH AVE W
53TH AVE W
B
IG
IS
LA
N
D R
D
C E
N T E
N N
IA
L E
X P
Y R
T E
ROCK ISLAND COUNTY, ILLINOIS
BIG ISLAND
(TYP)
PROPERTY LINES
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
WORK LIMITS
CONSTRUCTION
A
B C
D
E F
G H
I
J K
L M
N
O
P
BIG ISLAND REPAIR AREA WORK LIMITS
5 6
GATE REPAIR AREA WORK LIMITS
ID
2174368.81
2174422.83
2174552.32
2174658.50
2174659.13
2174594.67
2174500.01
2174532.15
2174497.65
2174334.31
EASTING
R F
E L L
M A
N
1748095.20
1748112.49
1747958.10
1747956.88
1748023.71
1748024.32
1748137.18
1748147.47
1748241.43
1748189.16
NORTHING
B
M
IL
B
IG
Q
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
E R
B
IG
I S
L A
N D
SEE SHEET C-105
STAGING AREA 3
GENERAL SHEET NOTES
SEE SHEET C-105
STAGING AREA 4
SEE SHEETS C-117 TO C-122
STA 6+00 TO STA 30+00
BIG ISLAND STONE REPAIR AREA
SEE SHEET L-106
STA 0+3.44 TO STA 8+17.37
SEED RESTORATION
COMPLETED PER SPECIFICATION SECTION 35 20 16.
3. FOR GATEWELL A AND C SHIM ADJUSTMENTS TO BE
SPECIFICATION SECTION 03 62 16 AND SECTION 35 20 16.
2. GATEWELL A REPAIRS TO BE COMPLETED PER
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
P L
A N W
O R
K L
IM
IT
S
A1 WORK LIMITS BIG ISLAND STONE REPAIR AREA, SEED RESTORATION, AND GATE WELL REPAIRS
R E
S T
O R
A T
IO
N
A N
D G
A T
E W
E L L R
E P
A
IR
S
T
U
S
R
V
B
IG
I S
L A
N D R
E P
A
IR
A
R E
A S S
E E
D
STA 0+85.75 TO STA 52+62
SEED RESTORATION
W
X
Y
Z
BB
AA
1749589.71
1749555.68
1749523.66
1749523.08
1749482.32
1749453.87
1749449.05
1749452.92
1749440.35
1749427.83
1749435.44
1749423.51
1749235.54
1749232.24
1748263.94
1748239.94
1748223.34
1747979.19
1747963.11
1748019.72
1748073.63
1748086.44
1748367.58
1748359.81
1749418.14
1749563.00
1749587.41
1749675.38
NORTHING
BB
AA
Z
Y
X
W
V
U
T
S
R
Q
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
ID
2175563.25
2175659.57
2175659.99
2175692.96
2175785.05
2175784.18
2175941.96
2175942.09
2176064.89
2176098.28
2176098.54
2176258.32
2176251.72
2176452.15
2176432.31
2176538.94
2176768.08
2176770.35
2177456.36
2177453.32
2177327.35
2176927.55
2176896.54
2176542.25
2176551.60
2176508.38
2175875.47
2175594.62
EASTING
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
SEE SHEET C-501
STA 312+25 APPROX NLD
GATE WELL A
STA 1+00 APPROX
GATE WELL C
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
M
IL
B
IG
-C
A D
S
H E
E T -2
-0
-0
-C -1
.d g n
:2
:0
A
M
B E
C D J
M F
/1
/2
C-105
M
IL
B
IG
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D C
O U
N T
Y
IL
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
K
M
IT
V A
L S
K Y
J F
R A
T A
M
IC
O
A
H E
D D
L E
S T
E N
N
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
R F
E L L
M A
N
B
M
IL
B
IG
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
E R
B
IG
I S
L A
N D
E1
STAGING AREA 1
0 80'SCALE : 1"=40'-0" 40'
STAGING AREA 2
STAGING AREA 3
A1
STAGING AREA 2
0 80'SCALE : 1"=40'-0" 40'
ID
STAGING AREA 4
A4
STAGING AREA 3
0 80'SCALE : 1"=40'-0" 40'
NN
N
ID
STAGING AREA 4
STAGING AREA 4
0 80'SCALE : 1"=40'-0" 40'
S T
A G
IN
G A
R E
A S
P L
A N
1 2
1 2
ID
ID
GENERAL NOTES
1743873.97
1743833.44
1743822.71
1743885.90
1743896.65
1743938.35
NORTHING
2185282.73
2185498.37
2185642.52
2185647.23
2185502.79
2185282.74
EASTING
1744551.39
1744510.92
1744520.36
1744578.08
1744586.15
1744569.40
NORTHING
2182329.17
2182494.26
2182496.85
2182426.30
2182389.29
2182334.52
EASTING
1748011.92
1748011.92
1748142.26
1748142.26
NORTHING
2176226.77
2176360.40
2176360.40
2176226.77
EASTING
1749237.45
1749237.45
1749359.38
1749359.38
NORTHING
2176313.69
2176393.44
2176393.44
2176313.69
EASTING
SEE SHEET C-102
MILAN STONE REPAIR AREA 1
EXISTING ASPHALT TRAIL
EXISTING GRAVEL SHOULDER
WORK LIMITS
CONSTRUCTION
WORK LIMITS
CONSTRUCTION
WORK LIMITS
CONSTRUCTION
WORK LIMITS
CONSTRUCTION
SEE SHEET C-103
MILAN STONE REPAIR AREA 2
EXISTING ASPHALT TRAIL
CONSTRUCTION WORK LIMITS
D
C
B
A
ID
1748009.10
1748006.48
1748144.60
1748148.10
NORTHING
2176219.10
2176362.35
2176366.35
2176223.35
EASTING
B
C D
A
53TH AVE W
56TH AVE W
T
H S
T W
U S H
W Y
LEVEE CENTERLINE
LEVEE CENTERLINE
CENTERLINE
LEVEE
SEE SHEET C-104
BIG ISLAND STONE REPAIR AREA
CONSTRUCTION.
AND RESTORED TO PRE-PROJECT CONDITION FOLLOWING
CONTRACTOR SHALL REMAIN WITHIN THE WORK LIMITS
6. ANY TEMPORARY LEVEE RAMPS CONSTRUCTED BY THE
CONDITIONS AT THE CONTRACTORS EXPENSE.
5. STAGING AREAS TO BE RESTORED TO PRECONSTRUCTION
LEADING TO THE STAGING AREA.
4. ALL POSTED WEIGHT LIMITS MUST BE OBEYED ON ROADS
APPROVED OF BY THE CONTRACTING OFFICER.
AREA, THE LOCATION NEEDS TO BE REVIEWED AND
3. IF THE CONTRACTOR SELECTS AN ALTERNATE STAGING
BY PUBLIC ROADS OR ACROSS THE TOP OF THE LEVEE.
SPONSORS. ACCESS TO THE STAGING AREA TO BE
2. STAGING AREAS WERE PROVIDED BY THE PROJECT
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. STAGING AREA COORDINATES WILL BE PROVIDED
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
0+00
2188382.63
1744259.75
0+00.00
POB
2188377.16
1744264.63
0+07.34
PI
.2
.0
.3
P I
.6
.1
.5
P I
.1
.7
.7
P I
.4
.1
.6
B
E G
IN
R
IP
R A
P
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
590590
1+00 2+00 3+00 4+00 5+000+00
A N
S I
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0 40'SCALE : 1"=20'-0" 20'
0 40'SCALE : 1"=20'-0" 20'
A S S
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S T
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T
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SEE SHEET C-102
CONSTRUCTION WORK LIMITS
GENERAL SHEET NOTES
B
M
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A N S
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590590
EXISTING GRAVEL SHOULDER
E1 C-301
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
1H : 1V
2.5H : 1V
D1
PLAN MILAN STONE REPAIR AREA 1 STA 0+00 TO STA 5+00
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 0+00 TO STA 5+00
STA 0+58.61
BEGIN TOP OF RIPRAP EL 562.0
BEGIN MILAN STONE REPAIR AREA 1
EXISTING GROUND
TOP OF LEVEE
EXISTING ASPHALT TRAIL
STA 0+58.61
BEGIN TOP OF RIPRAP TOE EL 559.0
SECTION 00 73 05 DUE TO THE BALD EAGLES NEST.
4. NOTE WORK RESTRICTIONS IN THE SPECIFICATION
ACTIVITIES SHALL BE RESTORED.
3. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
2. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
STATION 0+00 NLD.
ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
LEVEE CENTERLINE
D1 C-304
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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2 3 4 5 6 7 8 9 10
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S T
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0 40'SCALE : 1"=20'-0" 20'
A S S
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HENNEPIN CANAL
M
IL
A N
IL
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O D C
O N
T R
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C T
M A
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H L
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M A
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H L
IN
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/ C
-1
0 40'SCALE : 1"=20'-0" 20'
R F
E L L
M A
N
P L
A N A
N D P
R O
F
IL
E
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
B
M
IL
B
IG
M
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A N S
T O
N E R
E P
A
IR
A
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A
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N T L
E V
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A
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L A
N D
N
S T
A
T
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T A
590590
590590
FLOW
EXISTING GRAVEL SHOULDER
GENERAL SHEET NOTES
E1 C-301
1H : 1V
2.5H : 1V
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
TOP OF RIPRAP EL 562.0
D1
PLAN MILAN STONE REPAIR AREA 1 STA 5+00 TO STA 10+00
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 5+00 TO STA 10+00
DO NOT DAMAGE
EXISTING BENCH PAD
EXISTING ASPHALT TRAIL
BALD EAGLES NEST BUFFER
CAR DEALERSHIP
ERIKSEN CHEVROLET
EXISTING GROUND
TOP OF LEVEE
BALD EAGLE WORK RESTRICTIONS (SEE SPECIFICATION 00 73 05)
TOP OF RIPRAP TOE EL 559.0
SECTION 00 73 05 DUE TO THE BALD EAGLES NEST.
3. NOTE WORK RESTRICTIONS IN THE SPECIFICATION
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
/0
/0
W E
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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2 3 4 5 6 7 8 9 10
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D c p w w o rk in g \m v r\ b e c d jm f\ d \B
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C-108
M
IL
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K Y
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S T
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
HENNEPIN CANAL
S T
A
T
O S
T A
M
IL
A N
IL
F
L O
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O N
T R
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C T
M A
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IN
E D
/C -1
0 40'SCALE : 1"=20'-0" 20'
R F
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A N A
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B
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FLOW
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/C -1
590590
590590
EXISTING GRAVEL SHOULDER
GENERAL SHEET NOTES
E1 C-301
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
2.5H : 1V
1H : 1V
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
TOP OF RIPRAP EL 562.0
D1
PLAN MILAN STONE REPAIR AREA 1 STA 10+00 TO STA 15+00
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 10+00 TO STA 15+00
BALD EAGLES NEST BUFFER
EXISTING ASPHALT TRAIL
BALD EAGLE WORK RESTRICTIONS (SEE SPECIFICATION 00 73 05)
EXISTING GROUND
TOP OF LEVEE
TOP OF RIPRAP TOE EL 559.0
LEVEE CENTERLINE
SECTION 00 73 05 DUE TO THE BALD EAGLES NEST.
3. NOTE WORK RESTRICTIONS IN THE SPECIFICATION
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL ANY DAMAGE
/0
/0
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
A
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2 3 4 5 6 7 8 9 10
15+00 16+00 17+00 18+00 19+00 20+00
A N
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D c p w w o rk in g \m v r\ b e c d jm f\ d \B
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IL
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D D
L E
S T
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
HENNEPIN CANAL
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
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M A
N
P L
A N A
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F
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B
M
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B
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M
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A N S
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PLAN MILAN STONE REPAIR AREA 1 STA 15+00 TO STA 20+00
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 15+00 TO STA 20+00
M A
T C
H L
IN
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/ C
-1
M A
T C
H L
IN
E D
/ C
-1
FLOW
EXISTING GRAVEL SHOULDER
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
590590
590590
GENERAL SHEET NOTES
E1 C-301
2.5H : 1V
1H : 1V
TOP OF RIPRAP EL 562.0
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
EXISTING ASPHALT TRAIL
EXISTING GROUND
TOP OF LEVEE
TOP OF RIPRAP TOE EL 559.0
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
DO NOT DAMAGE
EXISTING BENCH PAD
/0
/0
W E
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L A
N D
IL
L
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.3
.3
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P I
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
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2 3 4 5 6 7 8 9 10
20+00 21+00 22+00 23+00 24+00 25+00
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
HENNEPIN CANAL
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
S T
A
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T A
0 40'SCALE : 1"=20'-0" 20'
R F
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M A
N
P L
A N A
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M A
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H L
IN
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B
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B
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A
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B
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L A
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D1
PLAN MILAN STONE REPAIR AREA 1 STA 20+00 TO STA 25+00
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 20+00 TO STA 25+00
FLOW
EXISTING LIGHT POLE
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
EXISTING GRAVEL SHOULDER
M
IL
A N S
T O
N E R
E P
A
IR
A
R E
A
N
590590
590590
GENERAL SHEET NOTES
M A
T C
H L
IN
E D
/C -1
E1 C-301
2.5H : 1V
1H : 1V
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
TOP OF RIPRAP EL 562.0
EXISTING ASPHALT TRAIL
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
EXISTING GROUND
TOP OF LEVEE
TOP OF RIPRAP TOE EL 559.0
LEVEE CENTERLINE
/0
/0
W E
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L A
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US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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E
SHEET ID
A
B
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D
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F
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2 3 4 5 6 7 8 9 10
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A N
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0 40'SCALE : 1"=20'-0" 20'
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A N
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C T
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M A
T C
H L
IN
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/C -1
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M A
N
B
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B
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P L
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A
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PLAN MILAN STONE REPAIR AREA 1 STA 25+00 TO STA 30+00
HENNEPIN CANAL
M A
T C
H L
IN
E D
/C -1
FLOW
N
SEE SHEET C-105
STAGING AREA 2
EXISTING GRAVEL SHOULDER
590590
590590
GENERAL SHEET NOTES
E1 C-301
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
2.5H : 1V
1H : 1V
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
TOP OF RIPRAP EL 562.0
EXISTING ASPHALT TRAIL
ACCESS RAMP
EXISTING TRAIL
EXISTING GROUND
TOP OF LEVEE
TOP OF RIPRAP TOE EL 559.0
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
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W E
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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E
SHEET ID
A
B
C
D
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F
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2 3 4 5 6 7 8 9 10
590590
30+00 31+00 32+00 33+00 34+00
A N
S I
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B
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A
M
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C-112
M
IL
B
IG
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C K I S
L A
N D D
IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
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IN
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0 40'SCALE : 1"=20'-0" 20'
A S S
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IL
A N
IL
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T R
O L P
R O J E
C T
M A
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IN
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R F
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M A
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0 40'SCALE : 1"=20'-0" 20'
B
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IL
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IG
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L A
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N
HENNEPIN CANAL
FLOW
SEE SHEET C-105
STAGING AREA 2
A1
PROFILE MILAN STONE REPAIR AREA 1 STA 30+00 TO STA 33+96
590590
GENERAL SHEET NOTES
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
E1 C-301
2.5H : 1V
1H : 1V
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
EXISTING GRAVEL SHOULDER
D1
PLAN MILAN STONE REPAIR AREA 1 STA 30+00 TO STA 33+96
STA 32+21.21
TOP OF RIPRAP EL 562.0
END MILAN STONE REPAIR AREA 1
EXISTING ASPHALT TRAIL
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
EXISTING GROUND
TOP OF LEVEE
STA 32+21.21
END TOP OF RIPRAP TOE EL 559.0
DO NOT DAMAGE
EXISTING BENCH PAD
LEVEE CENTERLINE
D1 C-304
UNDER US HWY 67 BRIDGE
ASPHALT TRAIL CONTINUES
U S H
IG
H W
A Y
B
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ID
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.9
.8
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P I 2 .0
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.6
.4
.4
P I
.3
.9
.4
P I
.4
.0
.8
P I
.8
.6
.9
P I
.7
.0
.5
P I
.6
.6
.1
P I
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.0
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P I
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P I
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P I
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P I
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.6
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B E
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IN
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590590
0+00 1+00 2+00 3+00 4+00 5+00
S O
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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0 40'SCALE : 1"=20'-0" 20'
A S S
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A N
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C T
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0 40'SCALE : 1"=20'-0" 20'D1
PLAN MILAN STONE REPAIR AREA 2 STA 0+00 TO STA 5+00
R F
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M A
N
B
M
IL
B
IG
P L
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PROFILE MILAN STONE REPAIR AREA 2 STA 0+00 TO STA 5+00
HENNEPIN CANAL
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A
T
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T A
M
IL
A N S
T O
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A
IR
A
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FLOW
DO NOT DAMAGE
EXISTING STORM PIPE
DO NOT DAMAGE
INV 556.27
EXISTING 48" CMP
DO NOT DAMAGE
STRUCTURE
EXISTING CLOSURE
590590
GENERAL SHEET NOTES
A1 C-301
2.5H : 1V
1H : 1V
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
STA 0+49.87
BEGIN TOP OF RIPRAP EL 562.0
BEGIN RIPRAP AREA 2
IO
W
A
IN
T E
R S T
A T E R
A
IL
R O
A D
EXISTING GROUND
TOP OF LEVEE
EXISTING ASPHALT TRAIL
STA 0+49.87
BEGINTOP OF RIPRAP TOE EL 558.0
ACTIVITIES SHALL BE RESTORED.
3. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
2. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
STATION 39+43.28 NLD.
ONLY. STATION 0+00 IS LOCATED APPROXIMATELY AT
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
LEVEE CENTERLINE
D1 C-304
/0
/0
W E
K
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C K I S
L A
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IN
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.2
P I
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P I
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P I
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P I
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.6
.8
P I
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P I
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P I
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P I
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P I
.3
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P I
.8
.3
.4
P I
.7
.2
.9
P I
.0
.1
.0
P I
.1
.4
.2
P I
10+005+00 6+00 7+00 8+00 9+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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S
IG
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S
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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SHEET ID
A
B
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E
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2 3 4 5 6 7 8 9 10
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
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A N
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F
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R O J E
C T
M A
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/C -1
0 40'SCALE : 1"=20'-0" 20'D1
PLAN MILAN STONE REPAIR AREA 2 STA 5+00 TO STA 10+00
R F
E L L
M A
N
B
M
IL
B
IG
P L
A N A
N D P
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F
IL
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C-114
EXISTING GROUND
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
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N
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S T
A
T
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T A
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IL
A N S
T O
N E R
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A
IR
A
R E
A
FLOW
590590
A1
PROFILE MILAN STONE REPAIR AREA 2 STA 5+00 TO STA 10+00
M A
T C
H L
IN
E D
/C -1
590590
GENERAL SHEET NOTES
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
A1 C-301
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
2.5H : 1V
1H : 1V
TOP OF RIPRAP EL 562.0
EXISTING ASPHALT TRAIL
TOP OF RIPRAP TOE EL 558.0
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
0 1 0 1 0 1
.7
.2
.9
P I
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P I
.1
.4
.2
P I
.2
.1
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P I
.3
.0
.8
P I 2 .0
.7
.6
P I
.1
.7
.0
P I
.4
.0
.3
P I
.3
.3
.0
P I
.5
.8
.5
P I 2 .5
.4
.3
P I
.5
.8
.0
P I 2 .5
.5
.9
P I
.8
.4
.5
P I
.4
.7
.6
P I
.3
.3
.5
P I
.5
.8
.2
P I
.3
.6
.3
P I
.0
.2
.5
P I
.8
.0
.5
P I
.6
.0
.7
P I
.7
.2
.5
P I
10+00 11+00 12+00 13+00 14+00 15+00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
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D B
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
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IL
A N S
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A
590590
A1
PROFILE MILAN STONE REPAIR AREA 2 STA 10+00 TO STA 15+00
M A
T C
H L
IN
E D
/C -1
590590
S T
A
T
O S
T A
D1
PLAN MILAN STONE REPAIR AREA 2 STA 10+00 TO STA 15+00
HENNEPIN CANAL
FLOW
GENERAL SHEET NOTES
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
A1 C-301
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
2.5H : 1V
1H : 1V
TOP OF RIPRAP EL 562.0
TOP OF RIPRAP TOE EL 558.0
EXISTING GROUND
TOP OF LEVEE
EXISTING ASPHALT TRAIL
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT THE EXISTING ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
.0
.2
.5
P I
.8
.0
.5
P I
.6
.0
.7
P I
.7
.2
.5
P I
.8
.6
.5
P I
.6
.7
.5
P I
.3
.6
.7
P I
.2
.1
.6
P I
.1
.1
.6
P I
.1
.2
.5
P I
.3
.6
.3
P I
.9
.4
.5
P I
.0
.4
.3
P I
.0
.9
.1
P I
.1
.0
.0
P I
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.4
.1
P I
.6
.4
.3
P I
.0
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P I 2 .2
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P I
.3
.8
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P I
.2
.2
.8
P I
.6
.3
.9
P I 2 .8
.6
.3
P I
.5
.5
.1
E N
D R
IP
R A P
555 555
565565
565565
565565
15+00 16+00 17+00 18+00 19+00 20+00
S O
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N N
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F
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D W
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
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C K I S
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IS
T R
IC
T
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A R
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F E
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
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O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
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M A
N
B
M
IL
B
IG
P L
A N A
N D P
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F
IL
E
C-116
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
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R O
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IV
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B
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L A
N D
N
BIG ISLAND RD
M
IL
A N S
T O
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A
IR
A
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A
590590
A1
PROFILE MILAN STONE REPAIR AREA 2 STA 15+00 TO STA 20+00
M A
T C
H L
IN
E D
/C -1
590590
S T
A
T
O S
T A
D1
PLAN MILAN STONE REPAIR AREA 2 STA 15+00 TO STA 20+00
HENNEPIN CANAL
FLOW
DO NOT DAMAGE
EXISTING STORM STRUCTURE
DO NOT DAMAGE
EXISTING STORM PIPE
DO NOT DAMAGE
STRUCTURE
EXISTING STORM
SEE SHEET C-105
STAGING AREA 3
GENERAL SHEET NOTES
20+20
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
A1 C-301
2.5H : 1V
1H : 1V
MIN 6" IL DOT CA5 BEDDING STONE
PLACE 18" IL DOT RR4 ON
STA 20+00.15
END TOP OF RIPRAP EL 562.0
END MILAN STONE REPAIR AREA 2
EXISTING GROUND
TOP OF LEVEE
STA 20+00.15
END TOP OF RIPRAP TOE EL 558.0
EXISTING ASPHALT TRAIL
ACTIVITIES SHALL BE RESTORED.
2. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
DRAWINGS IN THE SPECIFICATIONS.
PREPROJECT CONDITIONS. REFER TO REFERENCE
TO EXISTING ASPHALT TRAIL TO BE RESTORED TO
1. PROTECT EXISTIMNG ASPHALT TRAIL. ANY DAMAGE
LEVEE CENTERLINE
D1 C-304
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
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IS
590590
1+00 2+00 3+00 4+00 5+00
0+00
S O
L
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IO
N N
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S
IZ
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C O
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
6+00
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M
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IL
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IC
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A
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D D
L E
S T
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
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M A
N
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M
IL
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IG
P L
A N A
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C-117
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V E
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A
P A
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S
M
IL
L C
R E
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IV
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B
IG
I S
L A
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BIG ISLAND RD
590590
B
IG
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L A
N D R
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A
IR
A
R E
A
S T
A
T
O S
T A
N
D1
PLAN BIG ISLAND REPAIR AREA STA 0+00 TO STA 5+00
A1
PROFILE BIG ISLAND REPAIR AREA STA 0+00 TO STA 5+00
GENERAL SHEET NOTES
DO NOT DAMAGE
EXISTING FLOODWALL
M A
T C
H L
IN
E D
/C -1
NO WORK
DATABASE STATIONING, THIS DRAWING WAS INCLUDED.
CORRELATING PROJECT STATIONING TO NATIONAL LEVEE
NLD STATION POINT IS SHOWN. FOR PURPOSES OF
2. NO WORK IS SHOWN ON THIS DRAWING. THE CLOSEST
AT STATION 250+09 NLD.
USES ONLY. STATION 0+00 IS LOCATED APPROXIMATELY
NOT MATCH THE NLD AND IS TO BE USED FOR REPAIR
DATABASE (NLD). THE CONTRACT STATIONING DOES
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
LEVEE CENTERLINE
NO WORK
/0
/0
W E
K
B
R O
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L A
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IL
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IN
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6+00 7+00 8+00 9+00 10+005+00
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IO
N N
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F
IL
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D W
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IG
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
0 6+00
.4
.9
.5
P I
2177440.08
1748003.03
6+13.54
PI
.1
.2
.5
P I
.7
.9
.5
B E
G
IN
R
IP
R A
P
565565
A N
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D c p w w o rk in g \m v r\ b e c d jm f\ d \B
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M
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IT
V A
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IC
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A
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
E L L
M A
N
B
M
IL
B
IG
P L
A N A
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R O
F
IL
E
C-118
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
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R O
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IV
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B
IG
I S
L A
N D
BIG ISLAND RD
590590
S T
A
T
O S
T A
M A
T C
H L
IN
E D
/C -1
M A
T C
H L
IN
E D
/C -1
DO NOT DAMAGE
EXISTING FLOODWALL
590590
N
GENERAL SHEET NOTES
SEE SHEET C-104
CONSTRUCTION WORK LIMITS
NO WORK
E1 C-302
2H : 1V
1H : 1V
PLACE MIN 18" IL DOT RR3 RIPRAP
NO WORK
ACTIVITIES SHALL BE RESTORED.
1. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
EXISTING GROUND
TOP OF LEVEE
STA 7+39.50
BEGIN TOP OF RIPRAP TOE EL 551.0
540 540
D1
PLAN BIG ISLAND REPAIR AREA A STA 5+00 TO STA 10+00
A1
PROFILE BIG ISLAND REPAIR AREA A STA 5+00 TO STA 10+00
B
IG
I S
L A
N D R
E P
A
IR
A
R E
A A
STA 7+39.50
TOP OF RIPRAP EL 560.0
BEGIN BIG ISLAND REPAIR AREA A
REPAIR AREA A
BIG ISLAND
LEVEE CENTERLINE
D1 C-304
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
15+0010+00 11+00 12+00 13+00 14+00
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N M
A R
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A T
E
S
IZ
E
S U
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T E
D B
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P L
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C A
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E
C O
N T
R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
10+00
11+00
16+00
2176916.36
1748004.85
11+37.28
EN
D R
IPR
AP
.3
.3
.8
B E
G
IN
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IP
R A P
.4
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E N
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R A P
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
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M
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M
IL
B
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A R
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F E
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IS
S
IS
S
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M
IT
V A
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K Y
J F
R A
T A
M
IC
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A
H E
D D
L E
S T
E N
0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
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M A
N
B
M
IL
B
IG
P L
A N A
N D P
R O
F
IL
E
C-119
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
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B
IG
I S
L A
N D
B
IG
I S L A
N D R
D
590590
M
ATC
H
LIN
E D 1/C
-118
M A T C
H L
IN
E D
/C -1
590590
S T
A
T
O S
T A
N
GENERAL SHEET NOTES
E1 C-302
A1 C-302
H
V
H
V
1H : 1V
2H : 1V
NO WORK NO WORK
PLACE MIN 18" IL DOT RR3 RIPRAP
PLACE MIN 18" IL DOT RR3 RIPRAP
STA 12+90.80
TOP OF RIPRAP EL 555.00
BEGIN BIG ISLAND REPAIR AREA B
LIMITS SEE SHEET C-104
CONSTRUCTION WORK
EXISTING GROUND
TOP OF LEVEE
STA 11+37.28
END TOP OF RIPRAP TOE EL 551.0 STA 12+90.80
BEGIN TOP OF RIPRAP TOE EL 549.0
STA 14+50.87
END TOP OF RIPRAP TOE EL 549.0
540 540
ACTIVITIES SHALL BE RESTORED.
1. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
A1
PROFILE BIG ISLAND REPAIR AREAS A AND B STA 10+00 TO STA 15+00
STA 11+37.28
TOP OF RIPRAP EL 560.0
END BIG ISLAND REPAIR AREA A
STA 14+50.87
TOP OF RIPRAP EL 555.0
END BIG ISLAND REPAIR AREA B
D1
PLAN BIG ISLAND REPAIR AREAS A AND B STA 10+00 TO STA 15+00
BIG ISLAND REPAIR AREA A
BIG ISLAND REPAIR AREA B
B
IG
I S
L A
N D R
E P
A
IR
A
R E
A S A A
N D B
LEVEE CENTERLINE
D1 C-304
D1 C-304
D1 C-304
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
15+00 16+00 17+00 18+00 19+00 20+00
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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S C
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S
IZ
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C A
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E
C O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
19+00
20+00
2176806.44
1748247.49
14+50.87
E N
D R
IP
R A P
2176461.07
1748402.95
18+85.22
BEGIN RIPRAP
A N
S I
D c p w w o rk in g \m v r\ b e c d jm f\ d \B
M
IL
B
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A
M
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IL
B
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C K I S
L A
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S
IS
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IT
V A
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K Y
J F
R A
T A
M
IC
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A
H E
D D
L E
S T
E N
0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
E L L
M A
N
B
M
IL
B
IG
P L
A N A
N D P
R O
F
IL
E
C-120
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
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B
IG
I S
L A
N D
T
H S
T R
E E T W
590590
M A
T C
H L
IN
E D
/C -1
M
ATCH LINE D1/C-121
590590
S T
A
T
O S
T A
N
NO WORK
GENERAL SHEET NOTES
SEE SHEET C-104
CONSTRUCTION WORK LIMITS
D1 C-303
H : 1
V
H : 1
V
NO WORK
STA 18+85.22
TOP OF RIPRAP EL 569.00
BEGIN BIG ISLAND REPAIR AREA C
ACTIVITIES SHALL BE RESTORED.
1. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
EXISTING GROUND
TOP OF LEVEE
STA 18+85.22
BEGIN TOP OF RIPRAP TOE EL 549.0
D1
PLAN BIG ISLAND REPAIR AREA C STA 15+00 TO STA 20+00
A1
PROFILE BIG ISLAND REPAIR AREA C STA 15+00 TO STA 20+00
B
IG
I S
L A
N D R
E P
A
IR
A
R E
A C
PLACE MIN 18" IL DOT RR3 RIPRAP
BIG ISLAND REPAIR AREA C
LEVEE CENTERLINE
D1 C-304
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
24+00 25+0020+00 21+00 22+00 23+00
O
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IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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C K
D B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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.6
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E N
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IP
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IC
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D D
L E
S T
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0 40'SCALE : 1"=20'-0" 20'
A S S
H O
W N
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
0 40'SCALE : 1"=20'-0" 20'
R F
E L L
M A
N
B
M
IL
B
IG
P L
A N A
N D P
R O
F
IL
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C-121
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
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R O
C K R
IV
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B
IG
I S
L A
N D
27TH STREET W
590590
B
IG
I S
L A
N D R
E P
A
IR
A
R E
A
M A
T C
H L
IN
E D
/C -1
M A
T C
H L
IN
E D
/C -1
590590
S T
A
T
O S
T A
N
GENERAL SHEET NOTES
D1 C-303
SEE SHEET C-104
CONSTRUCTION WORK LIMITS
1H : 1V
2H : 1V
NO WORK
ACTIVITIES SHALL BE RESTORED.
1. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
EXISTING GROUND
TOP OF LEVEE
540 540
STA 22+75.85
END TOP OF RIPRAP TOE EL 549.0
BIG ISLAND REPAIR AREA C
D1
PLAN BIG ISLAND REPAIR AREA C STA 20+00 TO STA 25+00
A1
PROFILE BIG ISLAND REPAIR AREA C STA 20+00 TO STA 25+00
PLACE MIN 18" IL DOT RR3 RIPRAP
STA 22+75.85
TOP OF RIPRAP EL 569.0
END BIG ISLAND REPAIR AREA C
LEVEE CENTERLINE
D1 C-304
/0
/0
W E
K
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SEE SHEET C-105
STAGING AREA 4
DO NOT DAMAGE
EXISTING FLOODWALL
GENERAL SHEET NOTES
SEE SHEET C-104
CONSTRUCTION WORK LIMITS
A1 C-303
1H : 1V
2H : 1V
PLACE MIN 18" IL DOT RR3 RIPRAP
NO WORK
NO WORK
EXISTING GROUND
TOP OF LEVEE
STA 27+35.85
BEGIN TOP OF RIPRAP TOE EL 550.0
STA 28+35.20
END TOP OF RIPRAP TOE EL 550.0
540540
ACTIVITIES SHALL BE RESTORED.
1. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
STA 27+35.85
TOP OF RIPRAP EL 555.0
BEGIN BIG ISLAND REPAIR AREA D
D1
PLAN BIG ISLAND REPAIR AREA D STA 25+00 TO STA 30+00
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D1 C-304
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EL 559.0
EL 562.0
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4'
PLACE 18" IL DOT RR4 ON MIN 6" IL DOT CA5 BEDDING STONE
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4' 7'
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0 10'5'SCALE : 1"=5'-0"
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MILAN STONE REPAIR AREA 1
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MILAN STONE REPAIR AREA 2
PLACEMENT
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SEED
ASPHALT TRAIL
EXISTING EDGE OF
ASPHALT TRAIL
EXISTING EDGE OF
SEED
ACTIVITIES SHALL BE RESTORED.
6. ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION
THE SPECIFICATIONS.
EXPENSE. REFER TO REFERENCE DRAWINGS IN
TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS
5. ANY DAMAGE TO EXISTING ASPHALT TRAIL TO BE RESTORED
4. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.
E. CONDUCT FINAL SURVEY.
D. PLACE RIPRAP.
BEDDING STONE ELEVATION AND QUANTITY.
C. CONDUCT INTERIM SURVEY TO DETERMINE
B. PLACE BEDDING STONE.
A. CONDUCT PRE-CONSTRUCTION SURVEY.
3. LEVEE REPAIRS TO OCCUR IN THE FOLLOWING ORDER
BALD EAGLES NEST.
2. NOTE WORK RESTRICTIONS IN THE SPECIFICATIONS DUE TO
BY DECEMBER 31, 2020
1. MILAN STONE REPAIR AREA 2 TO HAVE ALL STONE PLACED
/0
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