A22.DRAWINGS_4_draw_C-122_to_C-324.pdf
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Drawings C-122 to C-324
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D E
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D B
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D E
S C
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IP
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1 2 3 4 5
M A
R K
D A
T E
D A
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A P
P R
0 10'SCALE : 1"=5'-0" 5'
RIVER SIDE
1.5
MISSISSIPPI RIVER
1.5
ALBANY SLOUGH
GENERAL SHEET NOTES
ALBANY CHUTE SIDE
ALBANY ISLAND
ALBANY ISLAND
B1 0SCALE : 1"=5'-0" 5' 10'
C1
TYPICAL SECTION NAVIGATION CHANNEL BANKLINE PROTECTION
0 10'SCALE : 1"=5'-0" 5'
TYPICAL SECTION CHEVRON WITH MUSSEL SUBSTRATE
A1
TYPICAL SECTION ALBANY ISLAND BANKLINE WITH MUSSEL SUBSTRATE
PLACE 12" RIVER STONE
(IL DOT RR-6)
PLACE 24" RIPRAP
20'
RIVER STONE
PLACE 12"
20'
(IL DOT RR-5)
PLACE 24" RIPRAP ON BANK
CLEAREL 580.0 (TYP)
TOP OF BANK
EL 569.5 EL 571.2
EL 580.0 (TYP)
TOP OF BANK
EL 570.0 EL 571.2
EXISTING GROUND
6'
2 2
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EXISTING GROUND VARIES
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EL 571.2
C L
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T O
N C
O U
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IA
1.5
APPROPRIATE STONE GRADATIONS.
7. REFER TO SPECIFICATION SECTION 35 31 19 FOR
PROPOSED WORK. NO IMPACT TO NAVIGATION IS ALLOWED.
CONTRACTOR SHOULD EXPECT HEAVY TRAFFIC NEAR THE
6. WORK IS ADJACENT TO THE NAVIGATION CHANNEL AND THE
SECTION 35 31 19.
TOLERANCE LIMITS ARE PROVIDED IN THE SPECIFICATIONS
5. PLACE STONE TO ELEVATIONS AND GRADES SHOWN.
SITE CONDITIONS.
HORIZONTAL SHIFT MAY BE ALLOWED BASED ON CURRENT
PRIOR TO COMMENCING WORK. UP TO A 20 FOOT
AND APPROVED BY THE CONTRACTING OFFICER 30 DAYS
4. ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR
SPECIFICATION SECTION 31 11 00 AND ON L-101.
3. CLEARING REQUIREMENTS ARE OUTLINED IN THE
IS REQUIRED FOR QUANTITY CALCULATIONS.
TO DETERMINE THE EXISTING CONDITIONS. A POST SURVEY
2. AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR
FROM THAT SHOWN.
1. TOP OF BANK AND EXISTING BANK SLOPES MAY CHANGE
ID
Sheet
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1 1
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V A
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C1
TOP OF BANK
ALBANY ISLAND
TOP OF BANK
ALBANY ISLAND
SECTION ALBANY ISLAND CHEVRON
SECTION ALBANY ISLAND CHEVRON
0SCALE : 1"=5'-0" 5' 10'
0SCALE : 1"=5'-0" 5' 10'
GENERAL SHEET NOTES
MISSISSIPPI RIVER
ALBANY SLOUGH
50'
6'
0SCALE : 1"=5'-0" 5' 10'
(IL DOT RR-6) ON BANK
PLACE 24" OF RIPAP
(IL DOT RR-6) ON BANK
PLACE 24" OF RIPAP
(IL DOT RR-6)
PLACE RIPAP
(568.0 - 570.0 TYP)
BOTTOM EL VARIES
EL 571.2
EL 571.2
EL 569.5 EL 571.2
EL 575.0
EXISTING GROUND VARIES
EXISTING GROUND VARIES
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IA
1.5
1.5
APPROPRIATE STONE GRADATIONS.
7. REFER TO SPECIFICATION SECTION 35 31 19 FOR
PROPOSED WORK. NO IMPACT TO NAVIGATION IS ALLOWED.
CONTRACTOR SHOULD EXPECT HEAVY TRAFFIC NEAR THE
6. WORK IS ADJACENT TO THE NAVIGATION CHANNEL AND THE
SECTION 35 31 19.
TOLERANCE LIMITS ARE PROVIDED IN THE SPECIFICATIONS
5. PLACE STONE TO ELEVATIONS AND GRADES SHOWN.
CURRENT SITE CONDITIONS.
20 FOOT HORIZONTAL SHIFT MAY BE ALLOWED BASED ON
PRIOR TO COMMENCING STONE PLACEMENT. UP TO A
AND APPROVED BY THE CONTRACTING OFFICER 30 DAYS
4. ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR
SPECIFICATION SECTION 31 11 00 AND ON L-101.
3. CLEARING REQUIREMENTS ARE OUTLINED IN THE
REQUIRED FOR QUANTITY CALCULATIONS.
DETERMINE THE EXISTING CONDITIONS. A POST SURVEY IS
2. AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR TO
FROM THAT SHOWN.
1. TOP OF BANK AND EXISTING BANK SLOPES MAY CHANGE
ID
Sheet
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1 1
BEAVER SLOUGH
UPPER CUT / DEEP CUT
6'
0 16'SCALE : 1"=8'-0" 8'
100'
V A
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S
GENERAL SHEET NOTES
A1
TYPICAL SECTION CLOSURE STRUCTURE
EL 580.0
BOTTOM EL VARIES
EXISTING GROUND
EL 571.2
3'
(IL DOT RR-5)
PLACE RIPRAP
ON EXISTING GROUND
PLACE 24" RIPRAP (IL DOT RR-5)
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APPROPRIATE STONE GRADATIONS.
8. REFER TO SPECIFICATION SECTION 35 31 19 FOR
ISOLATED TO THE STRUCTURE AT THE CENTER OF CHANNEL.
7. ANY LOW SPOT ON THE TOP OF THE STRUCTURE SHALL BE
3.2.H.
1 FOOT. SEE SPECIFICATIONS SECTION 35 31 19 PARAGRAPH
OF CLOSURE STRUCTURE DOES NOT DEVIATE BY MORE THAN
6. CONTRACTOR TO PLACE RIPRAP SUCH THAT TOP ELEVATION
SECTION 35 31 19.
TOLERANCE LIMITS ARE PROVIDED IN THE SPECIFICATIONS
5. PLACE STONE TO ELEVATIONS AND GRADES SHOWN.
SITE CONDITIONS.
HORIZONTAL SHIFT MAY BE ALLOWED BASED ON CURRENT
PRIOR TO COMMENCING WORK. UP TO A 20 FOOT
AND APPROVED BY THE CONTRACTING OFFICER 30 DAYS
4. ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR
SPECIFICATIONS SECTION 31 11 00 AND ON L-101.
3. CLEARING REQUIREMENTS ARE OUTLINED IN THE
REQUIRED FOR QUANTITY CALCULATIONS.
DETERMINE THE EXISTING CONDITIONS. A POST SURVEY IS
2. AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR TO
DIFFERENT FROM THAT SHOWN.
1. TOP OF BANK AND EXISTING BANK SLOPES MAY BE
ID
Sheet
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M A
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D A
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10'0 20'SCALE : 1"=10'-0"
C1 0 20'SCALE : 1"=10'-0" 10'
B1 0 20'SCALE : 1"=10'-0" 10'
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
GENERAL SHEET NOTES
EL 565.0
EL 565.0
ON EXISTING GORUND
PLACE 24" OF RIPRAP (IL DOT RR-5)
(IL DOT RR-5) ON BANK
PLACE 24" OF RIPRAP
(IL DOT RR-5) ON BANK
PLACE 24" OF RIPRAP
SECTION CLOSURE STRUCTURE UPSTREAM PROTECTION (IN BEAVER SLOUGH)
SECTION CLOSURE STRUCTURE DOWNSTREAM PROTECTION (IN BEAVER SLOUGH)
A1
SECTION UPPER CUT PROTECTION
A N
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APPROPRIATE STONE GRADATIONS.
7. REFER TO SPECIFICATIONS SECTION 35 31 19 FOR
3.2.H.
1 FOOT. SEE SPECIFICATIONS SECTION 35 31 19 PARAGRAPH
OF CLOSURE STRUCTURE DOES NOT DEVIATE BY MORE THAN
6. CONTRACTOR TO PLACE RIPRAP SUCH THAT TOP ELEVATION
SECTION 35 31 19.
TOLERANCE LIMITS ARE PROVIDED IN THE SPECIFICATIONS
5. PLACE STONE TO ELEVATIONS AND GRADES SHOWN.
SITE CONDITIONS.
HORIZONTAL SHIFT MAY BE ALLOWED BASED ON CURRENT
PRIOR TO COMMENCING WORK. UP TO A 20 FOOT
AND APPROVED BY THE CONTRACTING OFFICER 30 DAYS
4. ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR
SPECIFICATIONS SECTION 31 11 00 AND ON L-101.
3. CLEARING REQUIREMENTS ARE OUTLINED IN THE
REQUIRED FOR QUANTITY CALCULATIONS.
DETERMINE THE EXISTING CONDITIONS. A POST SURVEY IS
2. AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR TO
DIFFERENT FROM THAT SHOWN.
1. TOP OF BANK AND EXISTING BANK SLOPES MAY BE
/0
/0
C L
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US Army Corps
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A1 0 30'SCALE : 1"=15'-0" 15'
GENERAL SHEET NOTES
C1
CL
DREDGE CUT TABLE
VARIES (SEE TABLE)VARIES
TYPICAL SECTION DREDGE CUT
DESIGN GRADE
MATERIAL
EXCAVATE
SCALE: NO SCALE
MECHANICALLY DREDGE / EXCAVATE CHANNEL
PRE-SURVEYED EXISTING GROUND ELEVATION
LOCATION. FINAL SECTION NOT TO EXCEED
NO MATERIAL TO BE PLACED IN THIS
PRE-SURVEYED EXISTING GROUND ELEVATION
LOCATION. FINAL SECTION NOT TO EXCEED
NO MATERIAL TO BE PLACED IN THIS
EL 571.2
30' MIN 30' MIN
VARIES
TOLERANCES.
SPECIFICATION SECTION 35 20 23 FOR ALLOWABLE
EXCAVATED BELOW THE DESIGN GRADE. REFER TO
GRADE. NO PAYMENT WILL BE MADE FOR ANY MATERIAL
PRE-EXISTING SURVEYED GROUNDLINE TO THE DESIGN
8. PAYMENT QUANTITY SHALL BE MEASURED FROM THE
ENSURE THE CHANNEL DESIGN GRADE WAS ACHIEVED.
7. A FINAL SURVEY IS REQUIRED BY THE CONTRACTOR TO
POST CONSTRUCTION.
ZONE IS RETURNED TO THE PRECONSTRUCTION ELEVATION
POST SURVEY OF THIS ZONE IS REQUIRED TO ENSURE THE
ADJACENT TO THE EXCAVATED/DREDGED CUT. A PRE AND
6. A 30-FOOT MINIMUM NO PLACEMENT ZONE IS REQUIRED
SPECIFICATION SECTION 35 20 23.
5. NOTE THE MINIMUM BUCKET SIZE DESCRIBED IN
TOLERANCES.
CHANNEL WIDTH OR DEPTHS BEYOND SPECIFIED
EMBANKMENT REQUIREMENTS WITHOUT OVERDREDGING
TO MANEUVER AND MEET EXCAVATION/DREDGE AND
4. CONTRACTOR SHALL SIZE EQUIPMENT AND FLOATING PLANT
DIVERSITY SITES).
TRANSPORTED TO THE PLACEMENT SITES (TOPOGRAPHIC
3. CHANNELS TO BE MECHANICALLY EXCAVATED/DREDGED AND
COMMENCING.
CONTRACTING OFFICER 30 DAYS PRIOR TO WORK
STAKED BY THE CONTRACTOR AND APPROVED BY THE
2. FINAL DREDGING/EXCAVATION ALIGNMENT SHALL BE FIELD
DETERMINE EXISTING CONDITIONS.
1. AN INITIAL SURVEY IS REQUIRED BY THE CONTRACTOR TO
A N
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®of Engineers
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US Army Corps
P R
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C T C
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A1 0 30'SCALE : 1"=15'-0" 15'
GENERAL SHEET NOTES
MATERIAL
PLACE EXCAVATED
C1 0 30'SCALE : 1"=15'-0" 15'
MATERIAL
PLACE EXCAVATED
PLACEMENT LIMITSVARIES VARIES30' MIN 30' MINVARIES (SEE SHEET C-305) VARIES (SEE SHEET C-305)
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT (VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)
EXISTING GROUND
THAN 6H:1V
NO STEEPER
THAN 6H:1V
NO STEEPER
VARIES (SEE SHEET C-305)VARIES 30' MIN
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT (VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)
PLACEMENT LIMITS
BL
EXISTING GROUND
THAN 6H:1V
NO STEEPER
A N
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C -3 x x x .d g n
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CLEAR
CLEAR
/0
TYPICAL SECTION PLACEMENT SITE PRIOR TO SHAPING WITH EXCAVATION/DREDGE CUT ON ONE SIDE OF EMBANKMENT
TYPICAL SECTION PLACEMENT SITE PRIOR TO SHAPING WITH EXCAVATION/DREDGE CUTS ON BOTH SIDES OF EMBANKMENT
75' MAX
BL
IF MANMADE MATERIAL
REMOVE FOLLOWING PLACEMENT
CONTAINMENT FEATURE (OPTIONAL)
IF MANMADE MATERIAL
REMOVE FOLLOWING PLACEMENT
CONTAINMENT FEATURE (OPTIONAL)
IF MANMADE MATERIAL
REMOVE FOLLOWING PLACEMENT
CONTAINMENT FEATURE (OPTIONAL)
IF MANMADE MATERIAL
REMOVE FOLLOWING PLACEMENT
CONTAINMENT FEATURE (OPTIONAL)
75' MAX
75' MAX 75' MAX
BL BL
C L
IN
T O
N C
O U
N T
Y
IA
THAN 6H:1V
NO STEEPER
STANDING TREES
PLACED AROUND
MATERIAL TO BE
13. REFER TO SHEET C-307 FOR FINAL SHAPING REQUIREMENTS.
REQUIREMENTS.
12. REFER TO SPECIFICATIONS SECTION 32 92 19 FOR SEEDING
TO FINAL SHAPING.
PLACEMENT SITE WILL ALLOW FOR DRAINAGE PRIOR
11. CONTRACTOR TO ENSURE ELEVATION AND SHAPE OF
PLACEMENT ACTIVITIES.
FROM DAMAGE, RUBBING, SCRAPING OR REMOVAL DURING
10. TREES ADJACENT TO PLACEMENT SITE SHALL BE PROTECTED
OF CONSTRUCTION.
MATERIAL TO ME REMOVED FROM SITE AT THE COMPLETION
FEATURES ARE CONSTRUCTED OF MAN MADE MATERIALS,
MATERIAL WITHIN THE PLACEMENT LIMITS. IF CONTAINMENT
CONSTRUCTION METHODS CANNOT OTHERWISE KEEP THE
MATERIAL REMAINS WITHIN THE PLACEMENT SITE IF
CONTAINMENT FEATURES MAY BE CONSTRUCTED TO ENSURE
BE ALLOWED TO CREEP OUTSIDE OF THE PLACEMENT LIMITS.
9. NO MATERIAL SHALL BE PLACED, BE ALLOWED TO SLIDE, OR
CONSTRUCTION.
TO THE PRECONSTRUCTION ELEVATION OR LOWER POST
THIS ZONE IS REQUIRED TO ENSURE THE ZONE IS RETURNED
EXCAVATED/DREDGED CUT. A PRE AND POST SURVEY OF
BETWEEN THE PLACEMENT SITE AND ANY
8. A 30-FOOT MINIMUM NO PLACEMENT ZONE IS REQUIRED
7. PLACEMENT SHALL REMAIN WITHIN THE LIMITS SHOWN.
SEASON.
FROM MULTIPLE CUTS OVER MORE THAN ONE CONSTRUCTION
6. MATERIAL WILL BE HANDLED MULTIPLE TIMES AND MAY COME
COME FROM THE EXCAVATED/DREDGED CUTS.
5. MATERIAL FOR THE TOPOGRAPHIC DIVERSITY SITES SHALL
CONSTRUCTION.
APPROVED BY THE CONTRACTING OFFICER PRIOR TO
OFFLOAD AREAS IN THE FIELD. THESE AREAS TO BE
EMBANKMENT PLACEMENT PLAN AND FIELD STAKE THESE
4. CONTRACTOR TO SHOW DESIGNATED OFFLOAD AREAS IN
OFFICER 30 DAYS PRIOR TO WORK COMMENCING.
CONTRACTOR AND APPROVED BY THE CONTRACTING
3. PLACEMENT LIMITS SHALL BE FIELD STAKED BY THE
DIVERSITY SITE FOLLOWING SHAPING.
COORDINATES ARE FOR THE TOP OF THE TOPOGRAPHIC
ARE PROVIDED ON SHEETS C-118 THROUGH C-123.
2. BASELINE (BL) COORDINATES FOR THE EMBANKMENT SITES
SECTION 31 11 00 AND AS SHOWN ON L-102.
1. CLEARING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS
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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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A1 0 30'SCALE : 1"=15'-0" 15'
C1 0 30'SCALE : 1"=15'-0" 15'
AFTER PLACEMENT
EXISTING GROUND
6 6
AFTER PLACEMENT
EXISTING GROUND
MAX EL 579.8
<25% OF TOP OF EMBANKMENT
LOWER ELEVATION WIDTH
MIN EL 578.3
A N
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VARIES (SEE SHEET C-305)
VARIES (SEE SHEET C-305)
VARIES (SEE SHEET C-305) 30' MIN 30' MIN
30' MIN
6H:1VBL BL
BL
MIN EL 578.3
<25% OF TOP OF EMBANKMENT
LOWER ELEVATION WIDTH
MAX EL 579.8
BL
VARIES
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT
6H:1V
SHAPE AND SEED
(VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)
VARIES VARIESSHAPE AND SEED
(VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT
EXCAVATION/DREDGE CUT
WITHIN 30' OF AN
NO PLACEMENT
/0
TYPICAL SECTION FINAL SHAPING OF TOPOGRAPIC DIVERSITY SITES WITH EXCAVATION/DREDGE CUT ON ONE SIDE
TYPICAL SECTION FINAL SHAPING OF TOPOGRAPIC DIVERSITY SITES WITH EXCAVATION/DREDGE CUT ON BOTH SIDES
75' MAX 75' MAX
C L
IN
T O
N C
O U
N T
Y
IA
GENERAL SHEET NOTES
SHAPED AND SEEDED IN OPTION B.
9. LOWER CUT NORTH TDS AND LOWER CUT SOUTH TDS ARE
SEEDED IN OPTION A.
8. SAND BURR TDS AND BLUE BELL EAST TDS ARE SHAPED AND
AND SEEDED IN THE BASE BID.
7. STEWART LAKE TDS AND BLUE BELL WEST TDS ARE SHAPED
COMPLETE. REFER TO L-601.
6. UNDERSTORY SEEDING IS REQUIRED ONCE SHAPING IS
DREDGE CUT AS APPROVED BY THE CONTRACTING OFFICER.
SHALL BE PLACE ON THE SLOPES FURTHEST FROM THE
ALL SITES ARE FILLED TO CAPACITY, ADDITIONAL MATERIAL
EMBANKMENT BERMS AT THE CONTRACTORS EXPENSE. IF
REQUIRE TRANSPORTING MATERIAL BETWEEN MULTUPLE
EMBANKMENT BERMS TO BE AT ELEVATION 579.8. THIS WILL
5. AT LEAST 75% OF THE FINAL TOP ELEVATION OVER ALL
4. MATERIAL TO BE SHAPED TO THE LINES AND GRADES SHOWN.
DIVERSITY SITE FOLLOWING SHAPING.
COORDINATES ARE FOR THE TOP OF THE TOPOGRAPHIC
ARE PROVIDED ON SHEETS C-118 THROUGH C-123.
3. BASELINE (BL) COORDINATES FOR THE EMBANKMENT SITES
2. CLEARING MAY BE REQUIRED PRIOR TO SHAPING.
MORE DREDGE CUTS IN THE PROJECT.
1. MATERIAL TO BE SHAPED WAS EXCAVATED FROM ONE OR
S O
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IT
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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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C T C
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0 25 50 75 100-25
0+00 560
0 25 50 75 100-25
0 25 50 75 100-25
0 25 50 75 100-25
0 25 50 75 100-25
- 0+25
- 0+50
- 0+75
- 1+00
D E
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1 2 3 4 5
M A
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D A
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D A
T E
A P
P R
0 30'SCALE : 1"=15'-0" 15'
20'
1.5H:1V
A1
CROSS SECTIONS ALBANY ISLAND MUSSEL SUBSTRATE
EL 570.0
A N
S I
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US Army Corps
P R
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0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25 0 25 50 75 100-25
D E
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D E
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1 2 3 4 5
M A
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D A
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0 40'SCALE : 1"=20'-0" 20'A1
CROSS SECTIONS NAVIGATION CHANNEL BANKLINE PROTECTION
1.5H:1V
CLEAR (VARIES)
EL 569.5
A N
S I
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US Army Corps
P R
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7+50
8+00
9+50
9+90550
0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25
0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25
0 25 50 75 100-25
8+50 550
9+00 550
0 25 50 75 100-25 0 25 50 75 100-25
0 25 50 75 100-25 0 25 50 75 100-25
D E
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1 2 3 4 5
M A
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0 40'SCALE : 1"=20'-0" 20'
CLEAR (VARIES)
1.5H:1V
A1
CROSS SECTIONS NAVIGATION CHANNEL BANKLINE PROTECTION
EL 569.5
A N
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D c p w w o rk in g \m v r\ b e d d e jj \d
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C -3 x x x .d g n
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US Army Corps
P R
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C T C
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0 25 50-25-50
0+50 560
0 25 50-25-50
1+00 560
0 25 50-25-50
1+50 560
0 25 50-25-50
2+00 560
0 25 50-25-50
2+50 560
0 25 50-25-50
3+00 560
0 25 50-25-50
3+50 560
0 25 50-25-50
4+00 560
0 25 50-25-50
4+50 560
0 25 50-25-50
5+00 560
0 25 50-25-50
5+50 560
0 25 50-25-50
6+00 560
0 25 50-25-50
6+50 560
0 25 50-25-50
7+00 560
0 25 50-25-50
7+50 560
0 25 50-25-50
8+00 560
0 25 50-25-50
8+50 560
0 25 50-25-50
9+00 560
25 50
0 25 50-25-50
3+25 560
D E
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2 1
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CROSS SECTIONS ALBANY ISLAND CHEVRON
6'
EL 575.0
A N
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C -3 x x x .d g n
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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
D
2 3
C
4 5
A
B
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
0 25 50-25-50 0 25 50-25-50
0 25 50-25-50 0 25 50-25-50 0 25 50-25-50
0 25 50-25-50 0 25 50-25-50
0 25 50-25-50 0 25 50-25-50
0+75
0+50
0+25
1+00
1+25
1+50
1+75
2+25
2+00
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
1 2 3 4 5
M A
R K
D A
T E
D A
T E
A P
P R
0 40'SCALE : 1"=20'-0" 20'
2 1
6'
A1
CROSS SECTIONS CLOSURE STRUCTURE
EL 580.0
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:3
A
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
O S
U R
E S
T R
U C
T U
R
C-312
E
K
R
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E P
/0
/0
C L
IN
T O
N C
O U
N T
Y
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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
2+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
2+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
3+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
3+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
4+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
4+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
5+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
5+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
6+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
6+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
0+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
0+50 550
0 25 50 75 100 125 150-25-50-75-100-125-150
1+00 550
0 25 50 75 100 125 150-25-50-75-100-125-150
1+50 550
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS LOWER CUT
150'
4H:1V
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:4
A
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-313
E
K
R
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E P
/0
/0
C L
IN
T O
N C
O U
N T
Y
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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
7+00
0 25 50 75 100 125 150-25-50-75-100-125-150
7+50
0 25 50 75 100 125 150-25-50-75-100-125-150
8+00
0 25 50 75 100 125 150-25-50-75-100-125-150
8+50
0 25 50 75 100 125 150-25-50-75-100-125-150
9+00
0 25 50 75 100 125 150-25-50-75-100-125-150
9+50
0 25 50 75 100 125 150-25-50-75-100-125-150
10+00
0 25 50 75 100 125 150-25-50-75-100-125-150
10+50
0 25 50 75 100 125 150-25-50-75-100-125-150
11+00
0 25 50 75 100 125 150-25-50-75-100-125-150
11+50
0 25 50 75 100 125 150-25-50-75-100-125-150
12+00
0 25 50 75 100 125 150-25-50-75-100-125-150
12+50
0 25 50 75 100 125 150-25-50-75-100-125-150
13+00
0 25 50 75 100 125 150-25-50-75-100-125-150
13+50
0SCALE : 1"=30'-0" 30' 60'
150'
A1
CROSS SECTIONS LOWER CUT
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:1
P
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-314
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
14+00
0 25 50 75 100 125 150-25-50-75-100-125-150
14+50
0 25 50 75 100 125 150-25-50-75-100-125-150
15+00
0 25 50 75 100 125 150-25-50-75-100-125-150
15+50
0 25 50 75 100 125 150-25-50-75-100-125-150
16+00
0 25 50 75 100 125 150-25-50-75-100-125-150
16+50
0 25 50 75 100 125 150-25-50-75-100-125-150
17+00
0 25 50 75 100 125 150-25-50-75-100-125-150
17+50
0 25 50 75 100 125 150-25-50-75-100-125-150
18+00
0 25 50 75 100 125 150-25-50-75-100-125-150
18+50
0 25 50 75 100 125 150-25-50-75-100-125-150
19+00
0 25 50 75 100 125 150-25-50-75-100-125-150
19+50
0 25 50 75 100 125 150-25-50-75-100-125-150
20+00
0 25 50 75 100 125 150-25-50-75-100-125-150
20+50
0SCALE : 1"=30'-0" 30' 60'
150'
A1
CROSS SECTIONS LOWER CUT
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:2
P
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-315
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
21+00
0 25 50 75 100 125 150-25-50-75-100-125-150
21+50
0 25 50 75 100 125 150-25-50-75-100-125-150
22+00
0 25 50 75 100 125 150-25-50-75-100-125-150
22+50
0 25 50 75 100 125 150-25-50-75-100-125-150
23+00
0 25 50 75 100 125 150-25-50-75-100-125-150
23+50
0 25 50 75 100 125 150-25-50-75-100-125-150
24+00
0 25 50 75 100 125 150-25-50-75-100-125-150
24+50
0 25 50 75 100 125 150-25-50-75-100-125-150
25+00
0 25 50 75 100 125 150-25-50-75-100-125-150
25+50
0 25 50 75 100 125 150-25-50-75-100-125-150
26+00
0 25 50 75 100 125 150-25-50-75-100-125-150
26+50
0 25 50 75 100 125 150-25-50-75-100-125-150
26+56
0 25 50 75 100 125 150-25-50-75-100-125-150
27+00
0SCALE : 1"=30'-0" 30' 60'
150'
EL. 563.2
50'
A1
CROSS SECTIONS LOWER CUT
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:3
P
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-316
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
27+50
0 25 50 75 100 125 150-25-50-75-100-125-150
28+00
0 25 50 75 100 125 150-25-50-75-100-125-150
28+50
0 25 50 75 100 125 150-25-50-75-100-125-150
29+00
0 25 50 75 100 125 150-25-50-75-100-125-150
29+50
0 25 50 75 100 125 150-25-50-75-100-125-150
30+00
0 25 50 75 100 125 150-25-50-75-100-125-150
30+50
0 25 50 75 100 125 150-25-50-75-100-125-150
31+00
0 25 50 75 100 125 150-25-50-75-100-125-150
31+50
0 25 50 75 100 125 150-25-50-75-100-125-150
32+00
0 25 50 75 100 125 150-25-50-75-100-125-150
32+50
0 25 50 75 100 125 150-25-50-75-100-125-150
33+00
0 25 50 75 100 125 150-25-50-75-100-125-150
33+50
0 25 50 75 100 125 150-25-50-75-100-125-150
34+00
0SCALE : 1"=30'-0" 30' 60'
450'
A1
CROSS SECTIONS LOWER CUT
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:3
P
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-317
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
34+50
0 25 50 75 100 125 150-25-50-75-100-125-150
35+00
0 25 50 75 100 125 150-25-50-75-100-125-150
35+50
0 25 50 75 100 125 150-25-50-75-100-125-150
36+00
0 25 50 75 100 125 150-25-50-75-100-125-150
36+50
0 25 50 75 100 125 150-25-50-75-100-125-150
37+00
0 25 50 75 100 125 150-25-50-75-100-125-150
37+50
0 25 50 75 100 125 150-25-50-75-100-125-150
38+00
0 25 50 75 100 125 150-25-50-75-100-125-150
38+36
0SCALE : 1"=30'-0" 30' 60'
450'
450'
A1
CROSS SECTIONS LOWER CUT
1 EL. 563.2
50' 4
EL 559.2
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:5
P
M
B E
D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
W E
R C
U
C-318
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100-25-50-75-100
0+00 555
0 25 50 75 100-25-50-75-100
0+50 555
0 25 50 75 100-25-50-75-100
1+00 555
0 25 50 75 100-25-50-75-100
1+50 555
0 25 50 75 100-25-50-75-100
2+00 555
0 25 50 75 100-25-50-75-100
2+50 555
0 25 50 75 100-25-50-75-100
3+00 555
0 25 50 75 100-25-50-75-100
3+50 555
0 25 50 75 100-25-50-75-100
4+00 555
0 25 50 75 100-25-50-75-100
4+50 555
0 25 50 75 100-25-50-75-100
5+00 555
0 25 50 75 100-25-50-75-100
5+50 555
0 25 50 75 100-25-50-75-100
6+00 555
0 25 50 75 100-25-50-75-100
6+50 555
0 25 50 75 100-25-50-75-100
7+00 555
0 25 50 75 100-25-50-75-100
7+50 555
0 25 50 75 100-25-50-75-100
8+00 555
0 25 50 75 100-25-50-75-100
8+50 555
0 25 50 75 100-25-50-75-100
9+00 555
0 25 50 75 100-25-50-75-100
9+50 555
0 25 50 75 100-25-50-75-100
10+00 555
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS SAND BURR
60'
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:5
P
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D D
E J J
/5 /2
C K I S
L A
N D
IL
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C K I S
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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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/0
/0
C R
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B E
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L A
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P L
C -3 x x x .d g n
E L S
K
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H O
W N
E J J
M
N D B
U R
C-319
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
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S
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S
IP
P I
R
IV
E R B
A
A V
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L A
N D C
O M
P L E
X
S T
A G
E I
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S O
L
IC
IT
A T
IO
N N
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F
IL
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N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
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D B
Y
P L
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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
0 25 50 75 100 125 150-25-50-75-100-125-150
19+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
20+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
20+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
17+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
18+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
18+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
19+00 555
0 25 50 75 100-25-50-75-100
10+50 555
0 25 50 75 100-25-50-75-100
11+00 555
0 25 50 75 100-25-50-75-100
11+50 555
0 25 50 75 100-25-50-75-100
12+00 555
0 25 50 75 100-25-50-75-100
12+50 555
0 25 50 75 100-25-50-75-100
13+00 555
0 25 50 75 100-25-50-75-100
13+50 555
0 25 50 75 100-25-50-75-100
14+00 555
0 25 50 75 100-25-50-75-100
14+50 555
0 25 50 75 100-25-50-75-100
15+00 555
0 25 50 75 100-25-50-75-100
15+50 555
0 25 50 75 100-25-50-75-100
16+00 555
0 25 50 75 100-25-50-75-100
16+50 555
0 25 50 75 100-25-50-75-100
17+00 555
0SCALE : 1"=30'-0" 30' 60'
60'
EL. 563.2 1
150'
A1
CROSS SECTIONS SAND BURR
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:0
P
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/5 /2
C K I S
L A
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C K I S
L A
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IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
N G
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/0
/0
C R
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S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
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H O
W N
E J J
M
N D B
U R
C-320
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125 150-25-50-75-100-125-150
21+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
21+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
22+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
22+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
23+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
23+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
24+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
24+50 555
0 25 50 75 100 125 150-25-50-75-100-125-150
25+00 555
0 25 50 75 100 125 150-25-50-75-100-125-150
25+20 555
0SCALE : 1"=30'-0" 30' 60'
150'
A1
CROSS SECTIONS SAND BURR
150'
150'
EL 563.2
EL 559.2
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:0
P
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D D
E J J
/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
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/0
/0
C R
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S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
N D B
U R
C-321
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
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
0 25 50 75 100-25-50-75-100
0+00 555
0 25 50 75 100-25-50-75-100
0+25 555
0 25 50 75 100-25-50-75-100
0+50 555
0 25 50 75 100-25-50-75-100
0+75 555
0 25 50 75 100-25-50-75-100
1+00 555
0 25 50 75 100-25-50-75-100
1+25 555
0 25 50 75 100-25-50-75-100
1+50 555
0 25 50 75 100-25-50-75-100
1+75 555
0 25 50 75 100-25-50-75-100
2+00 555
0 25 50 75 100-25-50-75-100
2+25 555
0 25 50 75 100-25-50-75-100
2+50 555
0 25 50 75 100-25-50-75-100
2+75 555
0 25 50 75 100-25-50-75-100
3+00 555
0 25 50 75 100-25-50-75-100
3+25 555
0 25 50 75 100-25-50-75-100
3+28 555
0SCALE : 1"=30'-0" 30' 60'
30'
A1
CROSS SECTIONS SAND BURR TO HULZIGER CONNECTION
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
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P
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/5 /2
C K I S
L A
N D
IL
L
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O
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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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
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H O
W N
E J J
M
N D B
U R
R T
O H
U L Z
IG
E R C
O N
N E
C T
IO
C-322
E
K
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C L
IN
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N C
O U
N T
Y
IA
M
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S
IS
S
IP
P I
R
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A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E P
S O
L
IC
IT
A T
IO
N N
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F
IL
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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
D
2 3
C
4 5
A
B
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
0 25 50 75 100 125-25-50-75-100-125
0+00 555
0 25 50 75 100 125-25-50-75-100-125
0+50 555
0 25 50 75 100 125-25-50-75-100-125
1+00 555
0 25 50 75 100 125-25-50-75-100-125
1+50 555
0 25 50 75 100 125-25-50-75-100-125
2+00 555
0 25 50 75 100 125-25-50-75-100-125
2+50 555
0 25 50 75 100 125-25-50-75-100-125
3+00 555
0 25 50 75 100 125-25-50-75-100-125
3+50 555
0 25 50 75 100 125-25-50-75-100-125
4+00 555
0 25 50 75 100 125-25-50-75-100-125
4+50 555
0 25 50 75 100 125-25-50-75-100-125
5+00 555
0 25 50 75 100 125-25-50-75-100-125
5+50 555
0 25 50 75 100 125-25-50-75-100-125
6+00 555
0 25 50 75 100 125-25-50-75-100-125
6+50 555
0 25 50 75 100 125-25-50-75-100-125
7+00 555
0 25 50 75 100 125-25-50-75-100-125
7+50 555
0 25 50 75 100 125-25-50-75-100-125
8+00 555
0 25 50 75 100 125-25-50-75-100-125
8+50 555
0 25 50 75 100 125-25-50-75-100-125
9+00 555
0 25 50 75 100 125-25-50-75-100-125
9+50 555
0 25 50 75 100 125-25-50-75-100-125
10+00 555
0SCALE : 1"=30'-0" 30' 60'
EL. 563.2 1
60'
150'
A1
CROSS SECTIONS BLUE BELL
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
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C -3 x x x .d g n
:1
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C K I S
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T R
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U .S
A R
M Y C
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P S O
F E
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/0
/0
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T
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B E
A V
E R I S
L A
N D C
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P L
C -3 x x x .d g n
E L S
K
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H O
W N
E J J
M
U E B
E L
C-323
E
K
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C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
A V
E R I S
L A
N D C
O M
P L E
X
S T
A G
E I
E 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
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
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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
0 25 50 75 100 125-25-50-75-100-125
10+50 555
0 25 50 75 100 125-25-50-75-100-125
11+00 555
0 25 50 75 100 125-25-50-75-100-125
11+50 555
0 25 50 75 100 125-25-50-75-100-125
12+00 555
0 25 50 75 100 125-25-50-75-100-125
12+50 555
0 25 50 75 100 125-25-50-75-100-125
13+00 555
0 25 50 75 100 125-25-50-75-100-125
13+50 555
0 25 50 75 100 125-25-50-75-100-125
14+00 555
0 25 50 75 100 125-25-50-75-100-125
14+50 555
0 25 50 75 100 125-25-50-75-100-125
15+00 555
0 25 50 75 100 125-25-50-75-100-125
15+50 555
0 25 50 75 100 125-25-50-75-100-125
16+00 555
0 25 50 75 100 125-25-50-75-100-125
16+50 555
0 25 50 75 100 125-25-50-75-100-125
17+00 555
0 25 50 75 100 125-25-50-75-100-125
17+09 555
0SCALE : 1"=30'-0" 30' 60'
60'
A1
CROSS SECTIONS BLUE BELL
60'
60'
EL 563.2
EL 559.2
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:3
P
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D D
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/5 /2
C K I S
L A
N D
IL
L
IN
O
IS
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
/0
/0
C R
O S
S S
E C
T
IO
N S
B E
A V
E R I S
L A
N D C
O M
P L
C -3 x x x .d g n
E L S
K
S
H O
W N
E J J
M
U E B
E L
C-324
E
K
R
C L
IN
T O
N C
O U
N T
Y
IA
M
IS
S
IS
S
IP
P I
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E R B
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L A
N D C
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P L E
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A G
E I
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| Pages from A22.PLAN_SET_DRAWINGS-2018-04-30, C-122 |
| A22.DRAWINGS 4 pages 31 to 55 maps C-123 to C-324 |
| A22.DRAWINGS 4 pages 31 to 33 maps CXX to C-302 |
| A22.DRAWINGS 4 pages 34 to 55 |
File details come from the government source that posted it.