W912EK24B0007 REVISED PLAN_SET_AMND 0003 -2025-02-11.pdf
PDF 15 MB Posted
- Attached to
- INVITATION FOR BID - Mississippi River Basin, Bay Island Drainage and Levee District No. 1, Mercer County, Illinois, 2023 Event PL84-99 Flood Repairs Federal contract opportunity
- Solicitation number
- W912EK24B0007
About this file
This is a set of engineering drawings and specifications for flood repair work at Bay Island Drainage and Levee District No. 1 in Mercer County, Illinois along the Mississippi River. The drawings detail repairs to twelve distinct areas located on the riverside slope and toe of the levee between River Miles 434 to 444.
The plan set includes cover sheets, legends, survey control points, site plans, staging areas, typical sections, and detailed cross sections for both base bid and option A repair areas. The repairs involve placing riprap, bedding stone, and pervious fill materials along damaged sections of the levee. Specific work includes shaping existing pervious fill, placing new pervious fill material, installing bedding stone and riprap protection layers of varying thicknesses (12"-36"), and key-in requirements at repair area boundaries. The drawings provide detailed elevation data, stationing information, and construction work limits for each repair area. Critical water elevation and survey control point data is included to guide construction activities. The project is being managed by the US Army Corps of Engineers Rock Island District with a planned issue date of September 2024.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01 - BID SUMMARY SHEET_24B0007 Bay Island PL84-99_signed.pdf | ||
| W912EK24B0007 AMENDMENT 0007.pdf | ||
| Mississippi River Basin Bay Island Drainage Site visit Sign In No. 2.pdf | ||
| W912EK24B0007 AMENDMENT 0006.pdf | ||
| Mississippi River Basin Bay Island Drainage PREBID Site visit Sign In.pdf | ||
| W912EK24B0007 AMENDMENT 0005.pdf | ||
| W912EK24B0007 AMENDMENT 0004.pdf | ||
| W912EK24B0007 REVISED SPEC_AMND 0003 -2025-02-12.pdf | ||
| W912EK24B0007 AMENDMENT 0003.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 AMENDMENT 0002.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 AMENDMENT 0001.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 FINALPLAN SET.pdf | ||
| W912EK24B0007 - BAY ISLAND PL84-99 FINAL SOLICITATION WITH SPECS.pdf |
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Text version
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PROJECT LOCATION
2023 EVENT PL84-99 FLOOD REPAIRS
MERCER COUNTY, IL
BAY ISLAND DRAINAGE AND LEVEE DISTRICT NO 1
MISSISSIPPI RIVER BASIN
W912EK24B0007
ROCK ISLAND DISTRICT
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CROSS SECTIONS - REPAIR AREA 6B - STA 7+50 TO STA 11+15 - OPTION AC-338
CROSS SECTIONS - REPAIR AREA 6B - STA 0+00 TO STA 7+00 - OPTION AC-337
CROSS SECTIONS - REPAIR AREA 6A - STA 7+50 TO STA 8+30 - OPTION AC-336
CROSS SECTIONS - REPAIR AREA 6A - STA 0+00 TO STA 7+00 - OPTION AC-335
CROSS SECTIONS - REPAIR AREA 5D - STA 20+00 TO STA 23+00 - OPTION AC-334
CROSS SECTIONS - REPAIR AREA 5D - STA 0+00 TO STA 19+00 - OPTION AC-333
CROSS SECTIONS - REPAIR AREA 5C - STA 0+00 TO STA 6+00 - OPTION AC-332
CROSS SECTIONS - REPAIR AREA 5B - STA 20+00 TO STA 20+34 - OPTION AC-331
CROSS SECTIONS - REPAIR AREA 5B - STA 0+00 TO STA 19+00 - OPTION AC-330
CROSS SECTIONS - REPAIR AREA 5A - STA 20+00 TO STA 26+62 - OPTION AC-329
CROSS SECTIONS - REPAIR AREA 5A - STA 0+00 TO STA 19+00 - OPTION AC-328
CROSS SECTIONS - REPAIR AREA 7 - STA 8+00 TO STA 8+25 - BASE BIDC-327
CROSS SECTIONS - REPAIR AREA 7 - STA 4+00 TO STA 7+50 - BASE BIDC-326
CROSS SECTIONS - REPAIR AREA 7 - STA 0+00 TO STA 3+50 - BASE BIDC-325
CROSS SECTIONS - REPAIR AREA 4 - STA 40+00 TO STA 46+04 - BASE BIDC-324
CROSS SECTIONS - REPAIR AREA 4 - STA 25+00 TO STA 31+00 - BASE BIDC-323
CROSS SECTIONS - REPAIR AREA 4 - STA 25+00 TO STA 31+00 - BASE BIDC-322
CROSS SECTIONS - REPAIR AREA 4 - STA 19+00 TO STA 24+00 - BASE BIDC-321
CROSS SECTIONS - REPAIR AREA 4 - STA 13+00 TO STA 18+00 - BASE BIDC-320
CROSS SECTIONS - REPAIR AREA 4 - STA 7+00 TO STA 12+00 - BASE BIDC-319
CROSS SECTIONS - REPAIR AREA 4 - STA 0+00 TO STA 6+00 - BASE BIDC-318
CROSS SECTIONS - REPAIR AREA 3 - STA 8+00 TO STA 16+37 - BASE BIDC-317
CROSS SECTIONS - REPAIR AREA 3 - STA 4+00 TO STA 7+50 - BASE BIDC-316
CROSS SECTIONS - REPAIR AREA 3 - STA 0+00 TO STA 3+50 - BASE BIDC-315
CROSS SECTIONS - REPAIR AREA 2B - STA 24+00 TO STA 24+90 - BASE BIDC-314
CROSS SECTIONS - REPAIR AREA 2B - STA 16+00 TO STA 23+00 - BASE BIDC-313
CROSS SECTIONS - REPAIR AREA 2B - STA 8+00 TO STA 15+00 - BASE BIDC-312
CROSS SECTIONS - REPAIR AREA 2B - STA 0+00 TO STA 7+00 - BASE BIDC-311
CROSS SECTIONS - REPAIR AREA 2A - STA 8+00 TO STA 10+25 - BASE BIDC-310
CROSS SECTIONS - REPAIR AREA 2A - STA 4+00 TO STA 7+50 - BASE BIDC-309
CROSS SECTIONS - REPAIR AREA 2A - STA 0+00 TO STA 3+50 - BASE BIDC-308
CROSS SECTIONS - REPAIR AREA 1 - STA 9+00 TO STA 11+75 - BASE BIDC-307
CROSS SECTIONS - REPAIR AREA 1 - STA 5+00 TO STA 8+50 - BASE BIDC-306
CROSS SECTIONS - REPAIR AREA 1 - STA 0+00 TO STA 4+50 - BASE BIDC-305
TYPICAL SECTIONS - KEY-INC-304
TYPICAL SECTIONS - REPAIR AREAS 5 AND 6 - OPTION AC-303
TYPICAL SECTIONS - REPAIR AREAS 3, 4, AND 7 - BASE BIDC-302
TYPICAL SECTIONS - REPAIR AREAS 1, 2A, AND 2B - BASE BIDC-301
PLAN - REPAIR AREAS 6A AND 6B - OPTION AC-112
PLAN - REPAIR AREAS 5C AND 5D - OPTION AC-111
PLAN - REPAIR AREAS 5A AND 5B - OPTION AC-110
PLAN - REPAIR AREA 7 - BASE BIDC-109
PLAN - REPAIR AREA 4 - STA 32+00 TO STA 46+04 - BASE BIDC-108
PLAN - REPAIR AREA 4 - STA 0+00 TO STA 32+00 - BASE BIDC-107
PLAN - REPAIR AREA 3 - BASE BIDC-106
PLAN - REPAIR AREA 2B - BASE BIDC-105
PLAN - REPAIR AREAS 1 AND 2A - BASE BIDC-104
PLAN - BORROWC-103
PLAN - STAGINGC-102
SITE PLANC-101
PLAN - SURVEY CONTROLV-101
ABBREVIATIONSG-003
LEGEND AND GENERAL NOTESG-002
COVER SHEETG-001
DESCRIPTIONSHEET ID
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
TECHNICAL LEAD
HYDROLOGY & HYDRAULICS BRANCHCHIEF,
APPROVED BY:
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
DATEENGINEERING & CONSTRUCTION DIVISIONCHIEF,
of Engineers
US Army Corps
S te a m b o a t
Is la n d
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ISSUE DATE: SEPTEMBER 2024
CONTRACT NO:
SOLICITATION NO:
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GENERAL NOTES
ROCK PLACEMENT FOR AREAS 1, 3, AND 7 IS TO BE FROM THE WATER.20.
PLACE STRIPPED MATERIAL AT LANDSIDE LEVEE TOE.
MAX DEPTH OF 4 INCHES AND SHAPE TO A UNIFORM SLOPE AND GRADE.
STRIP ALL AREAS TO RECEIVE PERVIOUS FILL OR BEDDING STONE TO A 19.
CONTRACT DRAWING SET.
TAKE PRECEDENCE OVER OFFSET DISTANCES INDICATED IN THE
ELEVATIONS, AND SLOPES, ALONG WITH CONSTRUCTION TOLERANCES
OFFICER'S CONSIDERATION. THE DESIGN TEMPLATE, ALIGNMENTS,
EXISTING CONDITIONS SHOULD BE NOTED FOR THE CONTRACTING
DIFFERENCES IN THE APPLICATION OF THE DESIGN TEMPLATE AND
PROFILES, AND CROSS SECTIONS SHOULD BE REVIEWED AND ANY
CONDITIONS. DATA FROM THE PRELIMINARY SURVEY, DATA, PLANS,
DATA, AND OFFSETS DO NOT NECESSARILY REPRESENT CURRENT
18. GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND
AT CONTRACTOR'S REQUEST.
BE PROVIDED ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT
17. CONSTRUCTION WORK LIMITS, CLEARING LIMITS, AND ALIGNMENTS WILL
SEEDING OF SAND LEVEE IS NOT REQUIRED.
THE WORK LIMITS OR STAGING AREAS IS PER THE SPECIFICATIONS.
SEEDING OF IDENTIFIED SEEDING AREAS AND DISTURBED AREAS WITHIN 16.
REQUIREMENTS AND ROUTE TO THE SITE.
CONTRACTING OFFICER. THE CONTRACTOR SHALL VERIFY ACCESS
WITH THE ROAD COMMISSIONERS, THE LEVEE DISTRICT, AND THE
15. THE CONTRACTOR SHALL COORDINATE ALL ROAD AND LEVEE ACCESS
TO PROJECT COMPLETION AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHALL BE MINIMIZED AND REPAIRED TO PRE-PROJECT CONDITIONS PRIOR
14. DAMAGE TO THE LEVEE SYSTEM CAUSED BY CONSTRUCTION ACTIVITIES
GOVERNMENT.
ACTIVITIES TO PRE-PROJECT CONDITIONS AT NO ADDITIONAL COST TO THE
REPLACEMENT OF ANY ROADWAYS DAMAGED DUE TO PROJECT
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
AS SPECIFIED.
POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPEDS PERMIT
12. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER
PERMITS PRIOR TO INITIATING CONSTRUCTION.
11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE
CONTOURS.
10. THE CONTRACTOR IS TO FIELD VERIFY THE INDICATED ELEVATIONS AND
SPECIFICATIONS SECTIONS 00 73 05 AND 02 21 00.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS AS SPECIFIED IN
REQUIREMENTS.
8. REFER TO SECTIONS 00 73 05 AND 01 57 19 FOR ENVIRONMENTAL
INFORMATION FOR THE MISSISSIPPI RIVER.
SEE SPECIFICATIONS SECTION 00 73 05 FOR HYDRAULICS DATA AND GAGE 7.
OFFICER PRIOR TO ANY WORK STARTING.
STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
THE LAYOUTS OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD 6.
CONSTRUCTION.
RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING
AT THE STAGING AREAS PRIOR TO THE BEGINNING OF WORK AND SHALL BE
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND 5.
CONSTRUCTED. REMOVE RAMPS AS PART OF SITE RESTORATION.
TEMPORARY GRAVEL CONSTRUCTION RAMPS FOR LEVEE ACCESS MAY BE 4.
ADDITIONAL STAGING WITH THE CONTRACTING OFFICER.
PROJECT CONDITIONS. COORDINATE AGGREGATE PLACEMENT AND ANY
PLACED IS TO BE REMOVED WITH THE STAGING AREA RESTORED TO PRE-
AREAS BECOME SOFT, RUTTED, AND DIFFICULT TO USE . AGGREGATE
STAGING AREAS AT NO ADDITIONAL COST TO THE GOVERNMENT IF THE
GOVERNMENT. THE CONTRACTOR MAY PLACE AGGREGATE AT THE
ITEMS PRIOR TO FLOOD EVENTS AT NO ADDITIONAL COST TO THE
FOR PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR OTHER
REMAIN WITHIN THE WORK LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE
STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND 3.
RIVERSIDE SLOPE AND TOE OF THE LEVEE.
REPAIRS CONSIST OF 12 DISTINCT REPAIR AREAS LOCATED ON THE 2.
18 OF THE MISSISSIPPI RIVER FROM RIVER MILES (RM) 434 TO 444.
THE PROJECT IS LOCATED IN MERCER COUNTY, ILLINOIS IN POOLS 17 AND 1.
LEGEND
XXX.XX
US HIGHWAY
STATE HIGHWAY
INTERSTATE HIGHWAY
WATER ELEVATION
RIVERMILE
FLOW ARROW
RIPRAP PATCHING
PERVIOUS FILL
BEDDING STONE
RIPRAP SECTION VIEW
CONTROL POINT
BORING LOCATION
NORTH INDICATOR
WINGDAM
RIPRAP PLAN VIEW
BREAKLINE
CLEARING LIMITS
CONSTRUCTION WORK LIMITS
CENTERLINE
EXISTING GROUND
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LOCK AND DAM 17
LEVEE CENTERLINE (TYP)
A1
SCALE: 1" = 2000'
PLAN - SURVEY CONTROL
24-274-100
24-297-40752
24-296-5222
24-290-3906
24-291-4399
24-274-105
24-274-101
BAY SITE 6 2024 REBAR W/ CAP 552.382054724.441643934.8724-297-40752
USACE L102552.972051844.511649467.6824-296-5222
CP BAY SITE 3A 2024553.392045273.971659844.3024-291-4399
CP BAY SITE 3C 2024552.282048161.041655541.7324-290-3906
CP BAY SITE2 2024553.652043939.911676222.7524-274-105
CP BAY SITE 1 2024554.052044071.411678345.3324-274-101
KRI 088 2013551.362064245.221650669.8424-274-100
DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT
SURVEY CONTROL POINTS
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30TH ST
27TH ST
20TH ST
T
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25TH ST
L /D
R D
SWAN LAKE RD
15TH ST
RM 434
RM 435
RM 436
RM 437
RM 438
RM 439
RM 444
RM 443
RM 442
RM 441
RM 440
L/D RD
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B A
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DRAINAGE AND LEVEE DISTRICT NO 1
BAY ISLAND
F
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RM 446
RM 445
30TH ST
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ELIZA CREEK
FLOW
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0 4000'2000'
TO CONVERT FROM NAVD88 TO MSL 1912 ADD 0.70'3.
VERTICAL: NAVD88 GEOID 18
HORIZONTAL: NAD83(2011), IL WEST, US SURVEY FEET
PROJECT DATUM:2.
FIELD WORK COMPLETED OCTOBER 21, 2024 (FC-24-1)1.
GENERAL SHEET NOTES
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60' 120'0
LEVEE CENTERLINE
PLACE RIPRAP AND BEDDING
FLOW
SPECIFICATIONS.
BRANCHES, AND TRASH. DISPOSE OF DEBRIS ACCORDING TO
MATERIALS. DEBRIS GENERALLY CONSISTS OF DRIFTWOOD, DOWNED TREES,
FROM BEDDING STONE AND RIPRAP PLACEMENT PRIOR TO PLACING
REMOVE DEBRIS FROM PERVIOUS FILL PLACEMENT AND SHAPING AREA AND 4.
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CLEAR AND GRUB TREES WITHIN LIMITS SHOWN. DO NOT DISTURB TREES 3.
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE ACCESS RAMPS SHALL BE 2.
FOR REPAIRS ONLY.
CONTRACT STATIONING DOES NOT MATCH THE NLD AND SHOULD BE USED
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GENERAL SHEET NOTES
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FOR REPAIRS ONLY.
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GENERAL SHEET NOTES
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GENERAL SHEET NOTES
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GENERAL SHEET NOTES
CONSTRUCTION WORK LIMITS
A1
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NORTH
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PLACE AND SHAPE PERVIOUS FILL
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MATERIALS. DEBRIS GENERALLY CONSISTS OF DRIFTWOOD, DOWNED TREES,
FROM BEDDING STONE AND RIPRAP PLACEMENT PRIOR TO PLACING
REMOVE DEBRIS FROM PERVIOUS FILL PLACEMENT AND SHAPING AREA AND 3.
RESTORED TO PRE-PROJECT CONDITIONS AT THE CONTRACTORS EXPENSE.
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE ACCESS RAMPS SHALL BE 2.
FOR REPAIRS ONLY.
CONTRACT STATIONING DOES NOT MATCH THE NLD AND SHOULD BE USED
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE DATABASE (NLD). THE 1.
GENERAL SHEET NOTES
ELIZA CREEK
ELIZA CREEK
NORTH
PLAN
NORTH
PLAN
C-303
A11
C-303
A11
C-304
G1
C-304
G1
C-304
A1
C-304
A1
C-304
A1
C-304
A1
C-304
G1
C-304
G1
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
E K
B
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 1 - STA 0+00 TO STA 4+00 AND STA 9+00 TO STA 11+75 - BASE BID
E1
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 1 - STA 4+50 TO STA 6+00 - BASE BID
K1
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 1 - STA 6+50 TO STA 8+50 - BASE BID
A11
SCALE: 1" = 20'
TYPICAL SECTION - REPAIR AREAS 2A AND 2B - BASE BID
PERVIOUS FILL MATERIAL
PLACE AND SHAPE
PERVIOUS FILL MATERIAL
PLACE AND SHAPE
OVER MIN 6" BEDDING STONE
PLACE 24" ILDOT RR4 RIPRAP
PLACE MIN 24" ILDOT RR4 RIPRAP
2H:1V
EXISTING GROUND
PERVIOUS FILL MATERIAL
PLACE AND SHAPE
10'
10'
10'
A H
E D
D L
E S
T E
N
B A
S E
B
ID
R E
P A
IR
A
R E
A S
A
A
N D
B
T Y
P
IC
A L
S E
C T
IO
N
S
C-301
E J O
H N
S O
N
T
T A
E T
S
F E
B
N D
S H
E E
T R
E
IS
S U
B A
Y
IN
O
A M
C C
L A
N A
H
IN3
2H:1V
M
IN3
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
EXISTING RIPRAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
S p e c if ic W o rk
\B
B
A Y
IN
O
\B
B
A Y
IN
O
-C
A D
S
H E
E T
-2 -0
-2
-C
-3 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:3
A
M
/1
/2
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE TOE 9.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 8.
RIPRAP PLACEMENT TO BE FROM THE WATER.7.
OVER EXISTING RIPRAP.
FIELD VERIFY EXTENT OF EXISTING RIPRAP. DO NOT PLACE BEDDING STONE 6.
ADJACENT TO THE REPAIR AREA.
STONE. SPREAD STRIPPED MATERIAL ON THE LANDSIDE LEVEE TOE
STRIP EXISTING VEGETATION PRIOR TO PLACING PERVIOUS FILL OR BEDDING 5.
SPECIFICATIONS.
DISPOSE OF CLEARED AND GRUBBED MATERIAL IN ACCORDANCE WITH
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING. 4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
15' 30'0 20' 40'0
15' 30'0
15' 30'0
EL VARIES
EL 543.0
EL VARIES
EL 543.0
EL VARIES
EL VARIES
EL VARIES
EL VARIES
EL VARIES
EL VARIES
RIVERSIDE
RIVERSIDE
RIVERSIDE
RIVERSIDE
536.51
536.51
535.64
536.51
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
E K
B
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 3 - STA 0+00 TO STA 6+50 - BASE BID
E1
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 3 - STA 7+00 TO STA 9+00 - BASE BID
E11
SCALE: 1" = 15'
TYPICAL SECTION - REPAIR AREA 7 - BASE BID
K1
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 3 - STA 9+50 TO STA 16+37 - BASE BID
A11
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREA 4 - BASE BID
10'
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PERVIOUS FILL MATERIAL
PLACE AND SHAPE
10'
RIPRAP BELOW EL 535.4
PLACE MIN 36" ILDOT RR5
2H:1V
EXISTING GROUND
SHAPE WITH PERVIOUS FILL.
SLOPE AND GRADE. FILL AND
STRIP AND SHAPE TO A UNIFORM
OVER 6" BEDDING STONE
PLACE 24" ILDOT RR4 RIPRAP
10'
VARIES
10'
PERVIOUS FILL MATERIAL
PLACE AND SHAPE
EXISTING GROUND
OVER MIN 6" BEDDING STONE
PLACE 24" ILDOT RR4 RIPRAP
A H
E D
D L
E S
T E
N
B A
S E
B
ID
R E
P A
IR
A
R E
A S
A N
D
T Y
P
IC
A L
S E
C T
IO
N
S
C-302
E J O
H N
S O
N
T
T A
E T
S
F E
B
N D
S H
E E
T R
E
IS
S U
B A
Y
IN
O
A M
C C
L A
N A
H
IN3
VARIES
2H:1V
M
IN3
2H:1V
M
IN3
2H:1V
M
IN3
PLACE ILDOT RR5 RIPRAPFOR RIPRAP PLACEMENT WITH THE COR
IDENTIFY AREAS WITHIN THIS BOUNDARY
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A
EXISTING RIPRAP
OVER 6" BEDDING STONE ABOVE EL 535.4
PLACE MIN 24" ILDOT RR5 RIPRAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
S p e c if ic W o rk
\B
B
A Y
IN
O
\B
B
A Y
IN
O
-C
A D
S
H E
E T
-2 -0
-2
-C
-3 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:1
A
M
/1 /2
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE TOE 10.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 9.
RIPRAP PLACEMENT TO BE FROM THE WATER.8.
SMOOTHLY BLEND NEW RIPRAP INTO ADJACENT EXISTING RIPRAP.7.
OVER EXISTING RIPRAP.
FIELD VERIFY EXTENT OF EXISTING RIPRAP. DO NOT PLACE BEDDING STONE 6.
ADJACENT TO THE REPAIR AREA.
STONE. SPREAD STRIPPED MATERIAL ON THE LANDSIDE LEVEE TOE
STRIP EXISTING VEGETATION PRIOR TO PLACING PERVIOUS FILL OR BEDDING 5.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
15' 30'0
15' 30'0 10' 20'0
15' 30'0
10' 20'0
EL 520.0
EL 543.3
EL 520.0
EL 552.60
EL VARIES
RIVERSIDE
RIVERSIDE
RIVERSIDE
EL 551.8
EL VARIES
RIVERSIDE
RIVERSIDE
EL 552.5
EL 544.0
535.40
533.13
535.40
535.40
536.51
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
E K
B
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREAS 5A, 5B, 5C, AND 5D - OPTION A
A11
SCALE: 1" = 10'
TYPICAL SECTION - REPAIR AREAS 6A AND 6B - OPTION A
EXISTING GROUND
EXISTING GROUND
PERVIOUS FILL
PLACE AND SHAPE
SHAPE WITH PERVIOUS FILL
SLOPE AND GRADE. FILL AND
STRIP AND SHAPE TO A UNIFORM
PLACE 6" BEDDING STONE
PLACE 12" ILDOT RR3 RIPRAP
A H
E D
D L
E S
T E
N
O P
T
IO
N A
R E
P A
IR
A
R E
A S
A
N D
T Y
P
IC
A L
S E
C T
IO
N
S
C-303
E J O
H N
S O
N
T
T A
E T
S
F E
B
N D
S H
E E
T R
E
IS
S U
B A
Y
IN
O
A M
C C
L A
N A
H
UNIFORM SLOPE AND GRADE
STRIP AND SHAPE TO A RIPRAP FOR 3' AT TIE IN
PLACE 24" ILDOT RR3
3'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
S te a m b o a t
Is la n d
H
R E
P
\B
S
T M
B T
I2
\B
B A
Y
IN
O
-C A
D
S H
E E
T -2
-0
-2
-C
-3
.d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
A M
/1
/2
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE TOE 9.
DAILY STAGE DATA.
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 8.
MAXIMIZE RIPRAP PLACEMENT FROM THE WATER.7.
ADJACENT TO THE REPAIR AREA.
STONE. SPREAD STRIPPED MATERIAL ON THE LANDSIDE LEVEE TOE
STRIP EXISTING VEGETATION PRIOR TO PLACING PERVIOUS FILL OR BEDDING 6.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.5.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 4.
GRADES SHOWN IN ACCORDANCE WITH SPECIFICATIONS.
SHAPE EXISTING SAND LEVEE AND PLACE PERVIOUS FILL TO THE LINES AND 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
EL VARIES
EL VARIES
EL 551.4
EL VARIES
10' 20'0 10' 20'0
RIVERSIDE RIVERSIDE
532.82 532.82
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T
K
Y -I
N
T Y
P
IC
A L
S E
C T
IO
N
S
C-304
E J O
H N
S O
N
T
T A
E
N D
S H
E E
T R
E
IS
S U
B A
Y
IN
O
A M
C C
L A
N A
H
E K
B
EXISTING GROUND
10'
PLACE 6" CA 5 BEDDING STONE
PLACE 24" RIPRAP
BEGIN KEY-IN AT POB/POE
L1
SCALE: 1" = 5'
TYPICAL SECTION - RR4 AND RR5 KEY-IN
G1
SCALE: 1" = 5'
TYPICAL SECTION - RR3 KEY-IN
A1
SCALE: 1" = 5'
TYPICAL SECTION - KEY-IN
EXISTING GROUND 5'
PLACE 6" CA 11 BEDDING STONE
PLACE 12" RIPRAP
BEGIN KEY-IN AT POB/POE
EL VARIES
EXISTING GROUND
PLACE 6" CA 11 BEDDING STONE
BEGIN KEY-IN AT POB/POE
SEE G1/C-304 AND L1/C-304
THICKNESS VARIES
10'
TOE TOP ELEVATION
MATCH ADJACENT WEIGHTED
EL VARIES
BELOW TOP OF WEIGHTED TOE
END KEY-IN EMBEDMENT 24"
F E
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
®of Engineers
US Army Corps
R O
C K
I S
L A
N D
D
IS
T R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
S p e c if ic W o rk
\B
B
A Y
IN
O
\B
B
A Y
IN
O
-C
A D
S
H E
E T
-2 -0
-2
-C
-3 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:4
A
M
/1
/2
ADJACENT TO WORK AREA.
SPREAD MATERIAL EXCAVATED FOR KEY-INS ON LANDSIDE LEVEE TOE 7.
ELEVATIONS AT EACH REPAIR AREA.
DAILY STAGE DATA. REFER TO SHEETS C-301 TO C-303 FOR WATER
EXCEEDANCE DURATION ELEVATION. REFER TO RIVERGAGES.COM FOR
THE MEDIAN ANNUAL WATER LEVEL, WHICH IS THE 50% ANNUAL
WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER CORRESPONDS TO 6.
REPAIR AREA.
STRIPPED MATERIAL ON THE LANDSIDE LEVEE TOE ADJACENT TO THE
STRIP EXISTING VEGETATION PRIOR TO PLACING BEDDING STONE. SPREAD 5.
CLEAR AND GRUB TREES WITHIN LIMITS IDENTIFIED PRIOR TO STRIPPING.4.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS.
SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE IN
THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE WORK LIMITS AS 3.
TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP AND BEDDING STONE IN ACCORDANCE WITH SPECIFICATIONS 2.
REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.
GENERAL NOTES
RIVERSIDE
1 4
0 5' 10'
0 5' 10'
0 5' 10'
VARIES
S I
D
S O
L
IC
IT
A
T
IO
N
E V
E N
T P
L
-9
F
L O
O D
R E
P A
IR
S
M E
R C
E R
C O
U N
T Y
IL
B A
Y I
S L
A N
D D
R A
IN
A
G E
A N
D L
E V
E E
D
IS
T R
IC
T
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
B A
S
IN
/0
E K
B
CROSS SECTIONS - REPAIR AREA 2A - STA 0+00 TO STA 3+50 - BASE BID
A H
E D
D L
E S
T E
N
B A
S E
B
ID
R E
P A
IR
A
R E
A
A
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
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C-308
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