FINAL-PLAN_SET_DWGS-2017-07-05-SOLICITATION.pdf

HAMILTON.DENNIS.W

.1231227810

Digitally signed by HAMILTON.DENNIS.W.1231227810 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2017.07.05 12:09:02 -05'00'

MACK.THOMAS.E.1230411235

2017.06.30 12:23:11 -05'00'

Digitally signed by LANDWEHR.KEVIN.J.1230550367 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LANDWEHR.KEVIN.J.1230550367 Date: 2017.06.29 13:28:51 -05'00'

BISHOP.CHARLES.E.JR.128550

Digitally signed by BISHOP.CHARLES.E.JR.1285506324 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BISHOP.CHARLES.E.JR.1285506324 Date: 2017.07.05 11:00:32 -05'00'

CHURNEY.CHRISTOPHER.JOHN

.1081904550

Digitally signed by CHURNEY.CHRISTOPHER.JOHN.1081904550 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CHURNEY.CHRISTOPHER.JOHN.1081904550 Date: 2017.06.30 06:58:13 -05'00'

Digitally signed by PERK.ROGER.A.1231360758 Date: 2017.07.05 11:54:36 -05'00'

A N

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D c p w w o rk in g \m v r\ b e c d m ll \d

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0.02: RADIUS

ROUND CORNER

MANUFACTURERS RECOMMENDATIONS

DRILLED HOLE DIAMETER PER EPOXY

ALIGNMENT SURVEY

MARK PIN FOR

(FLUSH WITH TOP OF CONCRETE)

1" Ø x 10" BRASS ROD

EPOXY GROUT

EXISTING CONCRETE

B1

POSITION MONUMENT DETAIL

SCALE : NO SCALE SCALE : NO SCALE

S U

R V

E Y W

A L L M

O N

IT

O R

IN

G

SHEET NOTES

/0

/2

A S S

H O

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M L

IN

D S

E Y

B

A N

D E

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O N

E J

O H

N S

O N

B3

SURVEY DATA

STA.

PROPOSED

MARKER

DG18

TBD

STA. ELEV.DIST.

TBD TBD

TBD TBDDG19

DG20

DG21

DG22

DG23

DG24

DG25

DG26

DG27

DG28

DG29

DG30

DG31

DG32

DG33

DG34

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

REQUIRED TO BE TAKEN UNDER THIS CONTRACT

ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS

DG17

DG16

TBD

TBD

TBD

TBD

TBD

TBD

1110.0B

1072.2B

1042.2B

1012.2B

982.2B

952.2B

922.2B

892.2B

862.2B

832.2B

802.2B

772.2B

742.2B

712.2B

682.2B

652.2B

622.2B

592.2B

562.2B

M .J

M .J

P R

O P

O S

E D S

T A

T

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M .J

M O

N O

L

IT

H

C E

N T

E R O

F

O F F S

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O S

E D S

T A

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M O

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F

A1

TYPICAL MONUMENT LOCATION

SCALE : 3/8"=1’-0" 0 2’ 4’ 6’

W A

L L S

E E N

O T

E

F R

O M F

A C

E

F

REFERENCE DRAWING.

EXISTING BENCHMARK INFORMATION IS PROVIDED IN 6.

AND NAD 1983 ILLINOIS WEST STATE PLANE COORDINATES.

ALL INFORMATION SHALL BE SUPPLIED IN MSL 1912 DATUM5.

DRAWINGS FOR INFORMATION ON L1 - L6.

WITH EXISTING MONUMENTS L1 - L6, SEE REFERENCE

CONTRACTOR SHALL SET NEW MONUMENTS IN LINE

THE 3’-0" OFFSET DIMENSION IS NOMINAL.

BE SET 1’-0" FROM THE EDGE OF THAT COMPONENT.

THE CENTER OF THE MONOLITH, THE MONUMENT SHALL

OF THE WALL. IF A LOCK COMPONENT IS LOCATED AT

MONOLITH, WITH AN OFFSET OF 3’-0" FROM THE FACE

MONUMENTS SHALL BE SET AT THE CENTER OF THE4.

SURVEY.

SURVEYOR SET THE MONUMENTS AND PERFORM THE

THE CONTRACTOR SHALL HAVE A REGISTERED3.

SURVEY, SEE SPECIFICATIONS FOR DETAILS.

THE CONTRACTOR SHALL PERFORM AN ALIGNMENT2.

MONUMENTATION, AT THE CONTRACTOR’S EXPENSE.

SHALL ALSO BE REPLACED WITH STABLE

CONSTRUCTION DUE TO CONTRACTOR OPERATIONS

LAND MARKERS THAT ARE DAMAGED DURING

THE WALL ACCORDING TO THE DIAGRAM SHOWN. ANY

GUIDEWALLS. NEW BRASS RODS SHALL BE USED ON

MONUMENTS ON THE DOWNSTREAM

THE CONTRACTOR SHALL SET NEW SURVEY POSITION1.

SOLICITATION

ID

Sheet

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2 3

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4 5

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C A

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A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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V-102

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FLOW

34333231282726 3029252423222120

0 40’SCALE : 1"=20’-0" 10’ 20’

0 40’SCALE : 1"=20’-0" 10’ 20’

EL 563.0

D E

S

IG

N P

L A

N A

N D P

R O

F

IL

E

A L

IG

N M

E N

T

SURFACE

EXISTING TOP

MATCH INTO

EXISTING MONOLITHS TO REMAIN 12 NEW MONOLITHS (No. 23 THROUGH 34)

S T

A .0 B

S T

A .4 B

E - 1766572.02

N - 2186853.22 E - 1766399.28

N - 2186604.16

A1

PROFILE

A1

PLAN

34333231282726 3029252423222120

MONOLITHS

EXISTING

(M S

L

V E

R T

IC

A L

E

L E

V A

T

IO

N

SHEET NOTES

MONOLITH 22 AT THE MONOLITH JOINT.

FACE TO MATCH INTO THE EXISTING VERTICAL EDGE OF

2. MONOLITH 23 SHALL TRANSITION ITS NORTH VERTICAL

STRAIGHT LINE BETWEEN THESE COORDINATE POINTS.

MONOLITH EDGES IN BETWEEN SHALL BE LOCATED ON A

VERTICAL EDGE FOR NEW MONOLITHS. ALL NEW

MONOLITH JOINTS AND ESTABLISH THE NORTH SIDE,

COORDINATE POINTS ARE LOCATED AT THE INDICATED

DESIGN ALIGNMENT FOR THE NEW MONOLITHS. THESE

NORTHING/EASTING POINTS PROVIDE THE HORIZONTAL 1.

MONOLITHS

N

MONOLITH 23)

(NEW

TRANSITION DESIGN PROFILE - TOP OF NEW MONOLITHS

EL 563.0 INCH LOWER THAN THE DESIGN PROFILE

TOP SURFACE OF MONOLITH 22 IS APPROXIMATELY ONE

SURVEY DATA TAKEN ON 10 MAY 2017 INDICATES THE

SOLICITATION

ID

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C A

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N T

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C T N

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A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

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S-301

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ID

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IP

P I

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IV

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A S

IN

L O

C K

EL 563.0

S -3

X X

X .d g n

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

TOP OF WALL

TOP OF CRIB

EL 545.0

EL 528.0

5’-0"

A1

TYPICAL SECTION - CRIB GROUTING

/0

/2

A S S

H O

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IN

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EL 541.0 W

IT

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O N

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E

BOTTOM OF CRIB

EL 534.0 –

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L E

D E

X

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IN

G

C R

IB

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IN

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N

EL 548.0 –

G R

O U

T E

X

IS

T

IN

G R

IP

R A

P F

IL

L E

D C

IB

GROUT EXISTING RIPRAP FILLED CRIB

LIGHT POLE

EXISTING ELECTRICAL CONDUIT

EXISTING 12" Ø TIMBER PILE (TYP.)

EL. VARIES

TAILWATER

EXISTING HANDRAIL

20’-0"

EL. VARIES

TAILWATER

SOLICITATION

INCHES.

MONOLITH FACE BY MORE THAN SIX

NOT EXTEND RIVERWARD OF

GROUT DURING PLACEMENT MAY

2. ANY METHODS USED TO CONTAIN

SHEET.

552.1, WHICH IS NOT SHOWN ON THIS

ELEVATION OF APPROXIMATELY

BEEN DEMOLISHED TO AN

1. MONOLITHS 30, 31, 32, AND 33 HAVE

NOTES:

ID

Sheet

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C T N

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P R fiof Engineers

US Army Corps of Engineers

US Army Corps

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C T C

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S-303

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ID

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E P

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L A

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IS

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IP

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IV

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A S

IN

L O

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S -3

X X

X .d g n

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

/0

/2

A S S

H O

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IN

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A N

D E

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O N

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O H

N S

O N

3" SAWCUT

PROPERTY OF THE GOVERNMENT

TO BE REMOVED AND BECOME

EXISTING HANDRAIL ON LAND SIDE BE REMOVED

EXISTING HANDRAIL TO

W A

L L D

E M

O L

IT

IO

N

S E

C T

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N

EL 548.0 –

5’-0"

EL. VARIES

TAILWATER

EL. VARIES

TAILWATER

EL 563.0

TOP OF WALL

ATTACHED TO HANDRAIL

ELECTRICAL CONDUIT/CONDUCTORS

SEE ELECTRICAL DRAWINGS

LIGHT POLE.

1’-2"

CUT WALL ARMOR ANCHORS

SOLICITATION

DEMOLITION LIMIT

EL 551.0

ON RIVERWARD 14" OF WALL FACE

REQUIRED DEMOLITION ELEVATION

EL 546.0

NAVIGATION CHANNEL.

AREAS PROTRUDING TOWARDS THE

MAY REQUIRE MORE THAN 1’-2 " FOR

FACE ALIGNMENT. ACTUAL REMOVAL

THIS DIMENSION IS FROM THE DESIGN

SAME FOR ALL MONOLITHS

ELEVATIONS ARE TO BE THE

SHEET. FINAL DEMOLISHED

IS NOT SHOWN ON THIS

APPROXIMATELY 552.1, WHICH

AN ELEVATION OF

HAVE BEEN DEMOLISHED TO

2: MONOLITHIS 30, 31, 32, AND 33

WALL FACE VARIES

1: VERTICAL SLOPE OF RIVERSIDE

NOTES:

A1

TYPICAL SECTION - WALL DEMOLITION MONOLITHS 24-30 ID

Sheet

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US Army Corps of Engineers

US Army Corps

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IV

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A S

IN

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S -3

X X

X .d g n

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

/0

/2

A S S

H O

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IN

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A N

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3" SAWCUT

EL 548.0 –

EL. VARIES

TAILWATER

CUT WALL ARMOR ANCHORS

M O

N O

L

IT

H S

-3

EL 552.1 (APPROX.)

A1

SECTION - WALL DEMOLITION MONOLITHS 30-33

SOLICITATION

DEMOLITION LIMIT

EL 551.0

ON RIVERWARD 14" OF WALL FACE

REQUIRED DEMOLITION ELEVATION

EL 546.0

1’-2"

NAVIGATION CHANNEL.

AREAS PROTRUDING TOWARDS THE

MAY REQUIRE MORE THAN 1’-2 " FOR

FACE ALIGNMENT. ACTUAL REMOVAL

THIS DIMENSION IS FROM THE DESIGN

WALL FACE VARIES

NOTE: VERTICAL SLOPE OF RIVERSIDE

W A

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7’-6" –

ID

Sheet

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Y

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Y

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P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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S-502-A1

S-502-A3

S-501-A1

S-501-A3

S-505-C1

ID

Sheet

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US Army Corps of Engineers

US Army Corps

P R

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D c p w w o rk in g \m v r\ b e c d m ll \d

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:0

P

M

B E

C D

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A T

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L A

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L

IN

O

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C K I S

L A

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U .S

A R

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P S O

F E

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IN

E E

.T .S

S-308

W N

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A M G

U

ID

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A L L R

E P

A

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R O

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L A

N D I L

L O

C K A

N D D

A M N

O

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IS

S

IS

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IP

P I

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IV

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A S

IN

L O

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S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

S

P A

A1 A4

EL. 563.0

EL. 558.15

#9 @ 12"

#9B @ 12"

(3) #10

STATION

EXISTING

CHECKPOST

EXISTING

CHECKPOST

INSTALL NEW

STATION

NEW

CHECKPOST SCHEDULE

C5

CHECKPOST SCHEDULE

NUMBER

MONOLITH

YES

780.2B

831.4B

881.6B

930.0B

980.1B

1029.9B

1079.7B

1108.0B

780.3B

838.6

881.5B

930.0B

980.0B

1029.9B

1079.8B

1105.3B

N E

W W

A L L A

R M

O R M

K S -5

-A

5’-0"

1’-4"

C3 S-311

A3 S-311

S E

C T

IO

N S

EL. VARIES

TAILWATER

EL 551.0

NEW HANDRAIL

YES

3"

(TYP.)

CLEAR

C L E

A R

EL. 555.5

BEAM AND CASING

TOP OF RIVERSIDE

5’-0"

TOP OF CONCRETE BUTTRESS

EL. 551.0

TOP OF TREMIE CONCRETE

EL. 555.5

15’-0"

FULL TREMIE HEIGHT

SURFACE MAY BE UNFORMED

BEAM AND CASING

TOP OF LANDSIDE

SHEET NOTES

SHOWN.

OTHER NEW MONOLITH DIMENSIONS ARE TO REMAIN AS

THE NEW MONOLITH AND THE EXISTING CONCRETE. ALL

IS TO BE ADJUSTED SO THAT THERE IS NO OFFSET BETWEEN

THE SLOPE OF THE LANDWARD FACE OF THE NEW MONOLITH

SHOWN ON THIS DRAWING. IF MOVEMENT HAS OCCURRED,

THEIR ALIGNMENT. FOR CLARITY, THIS MOVEMENT IS NOT

MOVEMENT OF EXISTING MONOLITHS MAY HAVE CHANGED5.

PRIOR TO END OF CONSTRUCTION CLOSURE PERIOD.

CONCRETE STRENGTH AT CHECKPOSTS SHALL BE 3500 psi 4.

AFTER CONCRETE PLACEMENT.

CHECKPOSTS SHALL BE FILLED WITH NON-SHRINK GROUT 3.

ARE TO REMAIN IN PLACE.

ALL EXISTING CHECKPOSTS NOT LISTED IN THE TABLE 2.

REPLACED UNDER THIS OPTION.

THE TABLE BELOW LISTS THE CHECKPOSTS TO BE 1.

SEE NOTE 5

EL 546.0

SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

SOLICITATION

REINFORCEMENT

S-310-A1 FOR

CLARITY. SEE S-309-A1 AND

MONOLITH NOT SHOWN FOR

3. REINFORCEMENT OF

HAVE 3" CLEAR COVER.

REINFORCEMENT MUST

MONOLITH JOINTS,

MONOLITH JOINTS. AT

CONTINUOUS AT THE

2. REINFORCEMENT IS NOT

REINFORCEMENT DETAILS.

-C1 FOR BUTTRESS

CLARITY. SEE S-312-A1 AND

BUTTRESS NOT SHOWN FOR

1. REINFORCEMENT OF

NOTES:

A N

D C

H E

C K

P O

S T

W A

L L

D R

IL

L E

D S

E C

T

IO

N S

EL. 545.0

SECTION - CHECKPOSTTYPICAL SECTION THROUGH BUTTRESS

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

S-505-C1

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A N

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -3

X X

X .d g n

:0

:1

P

M

B E

C D

M L L

D

A T

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

.S

S-309

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

A1

EL. 558.15

C T

IO

N S

EL. VARIES

TAILWATER

EL 551.0

C L E

A R

(TYP.)

CLEAR

NEW HANDRAIL

TOP OF CONCRETE BUTTRESS

EL. 551.0

TOP OF TREMIE CONCRETE

EL 546.0

3"

5’-0"

15’-0"

FULL TREMIE HEIGHT

SURFACE MAY BE UNFORMED

@ 2’ O.C

EPOXY GROUT

EMBED 1’-0" IN

#9 x 6’-0" BAR

SOLICITATION

#9B @ 12"

#9 @ 12"

A1 S-312

GROUT @ 1’-6" O.C., E.W.

EMBED 1’-0" IN EPOXY

W/ 12" HOOKS

#6B ANCHORS

W A

L L W

IT

H B

U T

T R

E S

S R

E

IN

F O

R C

E M

E N

T

EL. 545.0

SECTION - BUTTRESS REINFORCEMENT

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

LAYOUT SEE SHEET S-312

2: FOR BUTTRESS REINFORCEMENT

CLEAR COVER.

REINFORCEMENT MUST HAVE 3"

JOINTS. AT MONOLITH JOINTS,

CONTINUOUS AT THE MONOLITH

1: REINFORCEMENT IS NOT

NOTES

S-505-C1

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A N

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -3

X X

X .d g n

:0

:3

P

M

B E

C D

M L L

D

A T

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

S-310

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

A1

#9 @ 12"

#9B @ 12"

S E

C T

IO

N S

EL. VARIES

TAILWATER

EL 551.0

C L E

A R

(TYP.)

CLEAR

NEW HANDRAIL

EL 546.0

@ 2’ O.C

EPOXY GROUT

EMBED 1’-0" IN

#9 x 6’-0" BAR

C L E

A R

EL. 563.0

(TYP.)

CLEAR

5’-0"

3"

CLARITY

NOTE 2: PILE NOT SHOWN FOR

HAVE 3" CLEAR COVER.

REINFORCEMENT MUST

MONOLITH JOINTS,

MONOLITH JOINTS. AT

CONTINUOUS AT THE

NOTE 1: REINFORCEMENT IS NOT

SOLICITATION

GROUT @ 1’-6" O.C., E.W.

EMBED 1’-0" IN EPOXY

W/ 12" HOOKS

#6B ANCHORS

W A

L L R

E

IN

F O

R C

E M

E N

T

SECTION - REINFORCEMENT BETWEEN BUTTRESS

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

S-501-A3

S-501-A1

S-501-C4

S-501-A1

A N

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -3

X X

X .d g n

:0

:5

P

M

B E

C D

M L L

D

A T

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

S-311

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

C3

0 6" 1’ 2’SCALE : 1"=1’-0"A3

C T

IO

N S

S-502-A3-A

X 4’-0"

3 - #10

C CHECKPOSTL

S-502-A3-B

A5

SECTION

DRILLED HOLES

DIAMETER

"2

1MINUMUM 25

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

ALLOW 4" ANNULAR SPACE

BORE HOLE, MIN 2’-10" DIA. TO

GROUT

CONCRETE FILL

(T

Y P

0 3" 6" 9" 12"SCALE : 3"=1’-0"

SOLICITATION

R

IL

L E

D S

H A

F T

SECTION - PILE

SECTION - CHECKPOST

EXISTING BEDROCK

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A N

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -3

X X

X .d g n

:0

:1

P

M

B E

C D

M L L

D

A T

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

S-312

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

S E

C T

IO

N S

C1

SECTION

A1

SECTION

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

2’-6"

5"

C L

R

C L

R

4"

CLR.

C L

R

C L

R

CLR.

4"

AROUND PILE

#7B HOOP

34" Ø

CLR.

4"

C1

S

P A

C5

C5

SECTION

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

MIN. 30" LAP

#10 BAR TYP

TYP

@12" O.C

#10 BAR

SHOWN FOR CLARITY.

SECTIONS A1 AND C1 NOT

NOTE: SHEAR STIRRUPS IN

EL. 563.0

EL. 558.15

EL. 551.0

TYP

@12" O.C

#7 STIRRUPS

EL. 551.0

EL. 558.15

SPACED @ 12" O.C. TYP

#7B HOOP AROUND PILE,

34" Ø

#10 BAR @ 12" O.C TYP

SOLICITATION

B U

T T

R E

S S R

E

IN

F O

R C

E M

E N

T

6’-0"

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A N

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -3

X X

X .d g n

:0

:3

P

M

B E

C D

M L L

D

A T

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

.S

S-313

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -3

X X

X .d g n

B T J

M L L

B M

A

E O J

C3

0 6" 1’ 2’SCALE : 1"=1’-0"A3

SECTION

SECTION

S E

C T

IO

N S

C1

SECTION

A1

SECTION

0 3" 6" 9" 12"SCALE : 3"=1’-0"0 1’ 2’ 4’SCALE : 1/2"=1’-0"

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

2’-6"

5"

C L

R

C L

R

4"

CLR.

CLR.

4"

AROUND PILE

#7B HOOP

34" Ø

C1

S

P A

C5

C5

SECTION

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

C5

C3

AROUND PILE

#7B HOOP

34" Ø

4"

CLR.

C L

R

S

P A

2’-6"

5"

C L

R9

C L

R

4"

CLR.

EL. 558.15

EL. 551.0

O.C. TYP

SPACED @ 12"

AROUND PILE,

#7B HOOP

34" Ø

O.C TYP

#10 BAR @ 12"

O.C TYP

#10 BAR @ 12"

EL. 558.15

EL. 551.0

O.C. TYP

SPACED @ 12"

AROUND PILE,

#7B HOOP

34" Ø

MIN. 30" LAP

TYP

@12" O.C

#10 BAR

TYP

@12" O.C

#7 STIRRUPS

EL. 558.15

EL. 551.0

CLARITY SECTIONS A1, A3, C1, AND C3.

REINFORCEMENT NOT SHOWN FOR

NOTE: SHEAR STIRRUPS AND TRANSVERSE

SOLICITATION

EL. 563.0EL. 563.0

M O

N O

L

IT

H

B

U T

T R

E S

S

R E

IN

F O

R C

E M

E N

T

#9B@12 BAR E.W., TYP REINF OUTSIDE OF PILE AREA

#9B @ 12 E.W., TYP REINF OUTSIDE OF PILE AREA

#9B @ 12 E.W., E.F, TYP #9B @ 12 E.W., E.F, TYP

#10B TYP #10B TYP

#9 @ 12 E.W., TYP REINF OUTSIDE OF PILE AREA

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:2

P

M

B E

C D

M L L

D

A T

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

S-400

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

N

A1

PLAN - MONOLITHS 33 - 34

0 4’ 16’8’SCALE : 1/8"=1’-0"

M O

N O

L

IT

H S

10’-0" 10’-2"

8’-11"13’-4"5’-9"10’-0" 10’-0" 4’-3"

12’-2"10’-0"9’-8"

FLOW

NEW DRILLED

SHAFT(TYP)

M O

N O

L

IT

H J

O

IN

T

M O

N O

L

IT

H J

O

IN

T

S -3

A

S -3

A

S T

A .0 B

S T

A .0 B

S T

A .2 B

S T

A .2 B

S T

A .7 B

LC

W C

H E

C K

P O

S T

S T

A .0 B

S T

A .3 B

/0

/2

A S S

H O

W N

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O

W L

A D

D E

R R

E C

E S

L LC

W C

H E

C K

P O

S T

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

EXISTING 12" Ø

N E

W G

U

ID

E W

A L L P

L A

N

L S T

A N

D A

R D B

A S

W L

IG

H T

-3

A

S -3

A

GENERAL SHEET NOTE

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

28’-2"

6’-0" 6’-0"

CL CL CL CL CL

CL CL CL CL CL CL

S L

O P

E T

O D

R A

IN

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:5

P

M

B E

C D

M L L

D

A T

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

S-401

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

3231 N

A1

PLAN - MONOLITHS 31 - 32

0 4’ 16’8’SCALE : 1/8"=1’-0"

M O

N O

L

IT

H S

10’-0"10’-0"5’-9"4’-3"10’-0"10’-0"

10’-0"10’-0"10’-0"10’-0"

FLOW

S -3

A

S -3

A

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

S T

A .9 B

NEW DRILLED

SHAFT (TYP)

W

C H

E C

K P

O S

T

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

N E

W G

U

ID

E W

A L L P

L A

N

/0

/2

A S S

H O

W N

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

EXISTING 12" Ø

GENERAL SHEET NOTE

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

CL CL CL CL CL

CL CL CL CL CL CL

6’-0" 6’-0" 6’-0" 6’-0"

S -3

A

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:3

P

M

B E

C D

M L L

D

A T

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

S-402

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

N

A1

PLAN - MONOLITHS 29 - 30

0 4’ 16’8’SCALE : 1/8"=1’-0"

M O

N O

L

IT

H S

10’-0"10’-0"5’-9"4’-11"9’-9"10’-0"

10’-0"10’-0"10’-5"10’-0"

FLOW

S -3

A

NEW DRILLED

SHAFT(TYP)

M O

N O

L

IT

H J

O

IN

T

M O

N O

L

IT

H J

O

IN

T

S T

A .0 B

S T

A .2 B

S T

A .2 B

M O

N O

L

IT

H J

O

IN

T

S T

A .2

W

C H

E C

K P

O S

T

/0

/2

A S S

H O

W N

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

N E

W G

U

ID

E W

A L L P

L A

N P

L A

N

S T

A .1 B

L S T

A N

D A

R D B

A S

W L

IG

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

EXISTING 12" Ø

S -3

A

GENERAL SHEET NOTE

S -5

A

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

CL CL CL CL CL

CLCLCLCLCLCL

6’-0" 6’-0" 6’-0" 6’-0"

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:5

P

M

B E

C D

M L L

D

A T

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

S-403

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

N

A1

PLAN - MONOLITHS 27 - 28

0 4’ 16’8’SCALE : 1/8"=1’-0"

M O

N O

L

IT

H S

10’-0"9’-3"10’-9"10’-0"

FLOW

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

S -3

A

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

S T

A .0 B

S T

A .5 B

NEW DRILLED

SHAFT (TYP.)

10’-0" 10’-0" 4’-8" 5’-4" 10’-0" 10’-0"

S -3

A

2827LC

W C

H E

C K

P O

S T

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

N E

W G

U

ID

E W

A L L P

L A

N

/0

/2

A S S

H O

W N

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

EXISTING 12" Ø

W C

H E

C K

P O

S T

GENERAL SHEET NOTE

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

CL CL CL CL CL

CLCLCLCLCL

CL

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:1

P

M

B E

C D

M L L

D

A T

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

S-404

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

N

A1

PLAN - MONOLITHS 25 - 26

M O

N O

L

IT

H S

SCALE : 3/8"=1’-0" 0 2’ 4’ 6’

9’-9"8’-4"11’-8"10’-0"

10’-5"9’-10"5’-4"4’-8"10’-0"10’-0"

FLOW

NEW DRILLED

SHAFT(TYP)

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

S T

A .6 B

M O

N O

L

IT

H J

O

IN

T

S T

A .4 B

M O

N O

L

IT

H J

O

IN

T

S T

A .2 B

S -3

A

S -3

A

W C

H E

C K

P O

S T

/0

/2

A S S

H O

W N

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

N E

W G

U

ID

E W

A L L P

L A

N

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

W L

A D

D E

R R

E C

E S

S

S T

A .7

B .6 B

GENERAL SHEET NOTE

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

CL CLCL CL CL

CL CL CL CL CL CL

6’-0" 6’-0" 6’-0" 6’-0"

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -4

X X

X .d g n

:0

:3

P

M

B E

C D

M L L

D

A T

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

S-405

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -4

X X

X .d g n

N

A1

PLAN - MONOLITHS 23 - 24

M O

N O

L

IT

H S

SCALE : 3/8"=1’-0" 0 2’ 4’ 6’

10’-0"12’-2"7’-10"10’-5"

FLOW

S -3

A

NEW DRILLED

SHAFT(TYP)

M O

N O

L

IT

H J

O

IN

T

S T

A .4 B

M O

N O

L

IT

H J

O

IN

T

S T

A .4 B

M O

N O

L

IT

H J

O

IN

T

S T

A .4 B

S T

A .3 B

8’-7"10’-0"8’-2"3’-3"8’-4"10’-5"

/0

/2

A S S

H O

W N

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

N E

W G

U

ID

E W

A L L P

L A

N

MEMBER (TYP)

EXISTING CRIB

TIMBER PILE (TYP)

W C

H E

C K

P O

S T

S -3

A

S T

A .1 B

L S T

A N

D A

R D B

A S

W L

IG

GENERAL SHEET NOTE

APPROXIMATE.

BASED ON REFERENCE DRAWINGS AND ARE

SHEET V-102. EXISTING FEATURES TO REMAIN ARE

BASED ON THE NEW CONSTRUCTION ALIGNMENT ON

ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.

BE RELOCATED IF TIMBER IS ENCOUNTERED.

WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO

AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP

TIMBER PILES IS BASED ON REFERENCE DRAWINGS

THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.

SOLICITATION

BUTTRESS (TYP)

NEW CONCRETE

CL

6’-0"

CL

6’-0"

CL

6’-0"

CL

6’-0"

CLCLCLCLCLCL

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -5

X X

X .d g n

:0

:0

P

M

B E

C D

M L L

D

A T

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

S-501

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -5

X X

X .d g n

A3A1

/0

/2

A S S

H O

W N

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

SCALE : 3/4"=1’-0" 0 1’ 2’ 3’SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

C GUIDE SHOEL

C GUIDE SHOEL

4 2" Ø x 4 1 "

HEADED CONCRETE

ANCHOR (HCA)

C4

"2

8"

"4

"8

"4

" 2

1PL.

D3

SECTION

GUIDE SHOE

L3"x3"x38"x1’-0"

TYP.

MK.S-501-C4

GUIDE SHOE

S-501-A1 - REINFORCING BEAM S-501-A3 - SHAFT CASING

MATERIAL: ASTM A992

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

0 3" 6" 9" 12"SCALE : 3"=1’-0"

D3

W12X136

V A

R

IE

S

TYP.

5" 4"

"4 11 "8

"4

3" 6"

90°

THICKNESS

" WALL 4

326" O.D. x

SPLICE AS REQUIRED. SPLICE SHALL

BE LOCATED IN BOTTOM THIRD OF

REINFORCING BEAM. MINIMUM

LENGTH OF W12x136 TO BE SPLICED

SHALL BE 10’-0" LONG. SPLICE DESIGN

MUST BE SUBMITTED TO COR FOR

APPROVAL.

MATERIAL: ASTM A572 GR.50

W12X136

SOLICITATION

"2

" BOTH SIDES2

1PL.

MATERIAL: ASTM A36

QTY: 4 PER DRILLED SHAFT

D R

IL

L E

D S

H A

F T D

E T

A

IL

S

ID

Sheet

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 fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D c p w w o rk in g \m v r\ b e c d m ll \d

\1

S -5

X X

X .d g n

:0

:2

P

M

B E

C D

M L L

D

A T

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

S-502

W N

S T

R E

A M G

U

ID

E W

A L L R

E P

A

IR

R O

C K I S

L A

N D I L

L O

C K A

N D D

A M N

O

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

L O

C K

S -5

X X

X .d g n

C H

E C

K P

O S

T D

E T

A

IL

S

TYPICAL FOR BARS A AND B

CHECKPOST FOR #10 BAR

DRILL HOLES THRU

STEEL PLATE

12" DIA.

2" DIA. GROUT HOLE

A3

BENT BAR DETAIL

0 6" 1’ 2’SCALE : 1"=1’-0"A1

CHECKPOST DETAIL

0 6" 1’ 2’SCALE : 1"=1’-0"

PENETRATION

FULL

"2 13’-1

1’-9"

AFTER INSTALLATION

NON-SHRINK GROUT

GRADE 4140 SR. FILL WITH

TUBING. 1" WALL THICKNESS,

" O.D. STEEL4

(3) BAR B

(3) BAR A

SIX REQ’D PER CHECKPOST:

WITH MIN. YIELD STRENGTH OF 90 KSI

GRADE 4140 SR

MATERIAL : ASTM A519

B J

O N

E S

M L

IN

D S

E Y

B

A N

D E

R S

O N

E J

O H

N S

O N

/0

/2

A S S

H O

W N

" R8

SOLICITATION

ID

Sheet

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

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US Army Corps of Engineers

US Army Corps

P R

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6"

8" 8"

2"

2"

"2

WALL

FACE OF

AT8

ANCHOR BAR

X 1’-0"

"8 32" X

1’-3" R

ANCHOR BAR

X 1’-0"

"8 32" X

STEM BAR

" X 4"4

RUBBING BAR

"4 3" X 74

DEVELOPED

FACE OF WALL

SECTION - ALTERNATESECTION

8"

8"

2"

2"

3" R

X 8" STUD

" DIA4

ANCHOR BAR

2" WIDE

AS REQUIRED

CHAMFER ARMOR

ANCHOR BAR

TYP. 2" WIDE

MAX.

TYP. ALL ARMOR

1/2 " MONO. JOINT

ANCHOR BARS @ 1’-6" C.C. - STAGGERED9"

ANCHOR BARS @ 1’-6" C.C. - STAGGERED 9"

ELEVATION

PLAN

ELEVATION

STUDS @ 12" C.C. - STAGGERED 9" 9"

ANCHOR BARS @ 12" C.C. - STAGGERED9"9"

MAX.

MAX.

CONTRACT

INSTALLED UNDER THIS

TYPICAL FOR ALL ARMOR

ARMOR CONNECTIONS ARE

NOTE:

ARMOR

CORNER

VERTICAL

NEW

CAP

CORNER

NEW WALL ARMOR

EXISTING

WALL ARMOR

NEW HORIZONTAL

CORNER ARMOR

NEW HORIZONTAL

WALL ARMOR

NEW HORIZONTAL

CORNER ARMOR

NEW HORIZONTAL

WALL ARMOR

EXISTING

"2

A1

SECTION - WALL TEE ARMOR

A4

SECTION

0 3" 6" 9" 12"SCALE : 3"=1’-0"

GENERAL NOTES

B4

SECTION

0 3" 6" 9" 12"SCALE : 3"=1’-0"0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

D3

TYPICAL ARMOR CONNECTION DETAILS

0 6" 1’ 2’SCALE : 1"=1’-0"

B4

A4

A1

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

TYP TYP

G

GG

G G

B1

S-505-B1 (WALL ARMOR)

C/L C/L

ARMOR SECTIONS

AT ENDS OF

START WELD

1 6@9

6@9

G

D1

S-505-D1 (HORIZONTAL CORNER ARMOR)

B J

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A N

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/0

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A S S

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CAPS FOR THE OPPOSITE WALL SHALL BE OPPOSITE HAND.

THE INTERMEDIATE WALL OR THE LANDWALL. CORNER

8. CORNER CAPS ARE SHOWN IN THE ORIENTATION OF EITHER

WHERE REQUIRED.

7. THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS

STRAP ANCHORS.

INCH FILLET WELDS FOR4

1 THE PROTECTION ARMOR. USE

6. ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO

SMOOTH) TO VERTICAL AND HORIZONTAL ARMOR.

5. CORNER CAPS SHALL BE GROOVE WELDED (AND GROUND

INCH THICK ASTM A36.4

3 FROM

4. UNLESS OTHERWISE SHOWN ARMOR SHALL BE FABRICATED

VERTICAL ARMOR AND AT FREE ENDS.

3. ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT

ALONG ITS LENGTH AND WIDTH.

INCH4

1 AND DOES NOT DEVIATE IN ANY PLANE MORE THAN

2. ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT

AFTER FABRICATION MAY BE REQUIRED.

1. ARMOR SHALL BE TRUE AND STRAIGHT. STRAIGHTENING

GENERAL ARMOR NOTES (APPLIES TO ALL ARMOR):

A5

SECTION

6"

6"

SCALE : NO SCALE

ABUTS EXISTING WALL

EXCEPT AT JOINT WHERE NEW WALL

TYPICAL AT ALL MONOLITH JOINTS

A5

SOLICITATION

A R

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US Army Corps

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B

A

"2 11’-7

ELEVATION

SECTION A

SECTION B

TYP.

S-506-C1

" PLATE8

A4

SEE DETAIL A4

COUPLING NUT

" PLATE8

1’-6""4 3 "4

" PLATE8

"4

TYP.

F O

R S

P A

C

IN

G O

F C

O U

P L

IN

G N

U T S

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

"4

" PLATE8

IN PLATE

" DIA. HOLE16

"2

COUPLING NUT

" TAP SIZE HEX4

PLUG END

"4

MIN.

0 1" 2" 3" 4"SCALE : 6"=1’-0"

B4 S-506-B4

D

8" "2 11’-1

S T

U D A

N C

H O

R S

M A

X

S T

U D A

N C

H O

R S

8"

2"

"4

R

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

SECTION D

STUD ANCHOR

" DIA. x 4"4

STUD ANCHOR

" DIA. x 8"4

"4

"4

TYP.

C1 S-506-C1

A1 S-506-A1

A4 S-506-A4

"4 1411"

FRONT SIDE

8"

2"

3" R

3"

R

0 6" 1’ 2’SCALE : 1 1/2"=1’-0" C2

S-506-C2

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

2’-0"

2’- 0"

’-0

R

6" "8 31’-2

6"

A1 S-505

S E

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A D

D E

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A

IL

S O

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H E

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-A

ASTM A193 GRADE B8

STAINLESS STEEL

WITH LOCK WASHER

" DIA. BOLT (CRES)4

SOLICITATION

A R

M O

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A

IL

S I I

"2 11’-1

ID

Sheet

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P R fiof Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

O D

A1

S-507-A1 - LADDER ELEVATION

2’1’0SCALE : 1"=1’-0"

C3

B3

A3

EL. 563.0

TOP OF WALL

" (TYP)4

1R 1

ARMOR EL. 462.5

BOTTOM CORNER

7"

A3

DETAIL

SCALE : 1"=1" 2"1"0

" BAR2

1x 2

"2

1RAIL -

DIA. HOLE

"16

1TYP. 1

"4

B3

DETAIL

SCALE : 1"=1" 2"1"0

C3

DETAIL

SCALE : 1"=1" 2"1"0

" BAR2

1x 2

"2

1RAIL -

C L R

A

IL

"2

" DIA.16

LADDER RUNG

"2 11" x 17

GENERAL LADDER NOTES

ON FIELD ELEVATIONS.

DETERMINE ACTUAL LADDER DIMENSIONS BASED

NOMINAL AND THE CONTRACTOR SHALL

4. DIMENSIONS SHOWN ON LADDER ELEVATION ARE

SECTIONS.

" GAP IS REQUIRED BETWEEN LADDER2

13. A

IN ACCORDANCE WITH SPECIFICATIONS.

2. ALL STEEL SHALL BE PAINTED AFTER FABRICATION

".4

11. ALL FILLET WELDS SHALL BE

" BAR2

1" x 22

1RAIL -

"2 1x0’-22

1BRACKET, L8x4x

ROUND BAR

"2 1RUNG - 1" Ø x 17

"2 1 x0’-22

1L8x4x

BRACKET,

"2 1 x0’-22

1L8x4x

BRACKET,

LADDER RUNG

"2 11" Ø x 17

1’-5"

EL. 563.0

TOP OF WALL

S

P A

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US Army Corps of Engineers

US Army Corps

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SEALANT

JOINT

MATERIAL

EXPANSION

PREFORMED

A5

MONOLITH JOINT DETAIL

0 1" 2" 3" 4"SCALE : 6"=1’-0"

B J

O N

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D S

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A N

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A S S

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A1

MONOLITH JOINT DETAIL

"4

6"

C 12" JOINTL

"4

EL. 563

EL. 548

JOINT MATERIAL

" EXPANSION 2

TOP OF WALL

A1

MONOLITH JOINT ELEVATION

SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

SOLICITATION

M O

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S

1’-4"1’-4" 3’-0"3’-0"

2" DIA. PIPE (TYP.)

" DIA. HOLE16

L

LC LADDER

C CHECKPOST

A5 S-511-A5

A1

HANDRAIL ELEVATION

C1

HANDRAIL

2’1’0SCALE : 1"=1’-0"

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

0 3" 6" 9" 12"SCALE : 3"=1’-0"

SEE NOTE 2

ACCESS RAIL.

NEW LADDER

(SEE NOTE 1)

6’-0" (MAX)

GENERAL NOTES

8"

6"

SOLICITATION

DESIGNED FOR THE SPLICES.

MONOLITH JOINTS, WITH CONNECTION SPECIFICATIONS

HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL 8.

AND BE REISNTALLED.

SHALL BE REMOVED AS REQUIRED TO PERFORM WORK

ALL EXISTING HANDRAIL WHICH IS NOT TO BE PLACED 7.

SURFACE.

C. HANDRAIL SHALL BE INSTALLED ON A CONCRETE

X-STRONG PIPE AND CAST ALUMINUM FITTINGS.

B. HANDRAIL SHALL CONSIST OF GALVANIZED STEEL

DOWNSTREAM SIDE OF GUIDEWALL.

THE WALL ONLY, AND WRAPS AROUND

A. HANDRAIL SHALL BE ON LOCK CHAMBER SIDE OF

FOLLOWING CRITERIA SHALL BE APPLIED:

APPROVAL (LAYOUT MUST SHOW MONOLITH JOINTS). THE

CONTRACTOR SHALL SUBMIT HANDRAIL LAYOUT OF 6.

BE GALVANIZED.

EPOXY ANCHORED. ALL ANCHOR BOLTS AND NUTS SHALL

4000 LB ULTIMATE PULLOUT AND 6000 LB ULTIMATE SHEAR,

EMBEDDED IN EPOXY GROUT TO A DEPTH TO PROVIDE

" DIA. ANCHOR BOLTS, 2

1FOR NEW BASE PLATES SHALL BE

ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS 5.

LIMITS AS EXISTING.

AND NEW HANDRAIL SHALL BE INSTALLED TO THE SAME

CONTRACTOR SHALL VERIFY EXISTING HANDRAIL LAYOUT 4.

MANUFACTURER’S RECOMMENDATIONS.

ALL HANDRAIL/FENCING SHALL BE INSTALLED PER 3.

FITTING MANUFACTURER.

GATE SHALL BE A STANDARD DETAIL OF THE HANDRAIL 2.

TO THE LOCK CHAMBER.

THE 8" DIMENSION SHALL BE ORIENTED PERPENDICULAR 1.

1’-0"

ID

Sheet

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US Army Corps

P R

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" PL2

28 29

A1

DETAIL

A3

ELEVATION

D3

PLAN

0 6" 1’ 2’SCALE : 1 1/2"=1’-0" SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

SMOOTH TRANSITION

GRIND FLUSH FOR

TOP 8 ROWS OF WALL ARMOR

INSTALL PROTECTION ANGLES ON

NOTE:

MONOLITHS 28 AND 29.

SMOOTH TRANSITION BETWEEN

HEIGHT VARIES. FABRICATE FOR

NOTE:

S T

A

.2 B

M .J

TYP

3’-0"

1"

R

EXISTING WALL ARMOR

SOLICITATION

ID

Sheet

S O

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US Army Corps

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A3

MONOLITH 34 DETAIL

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

CONCRETE SHOWN

NOTE: BUTTRESSES AND TREMIE

DOWNSTREAM

LAND SIDE

RIVER SIDE

UPSTREAM

SOLICITATION

IS

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BUTTRESS

TREMIE CONCRETE

ID

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A1

MONOLITH 34 - PLAN

C1

MONOLITH 34 - ELEVATION

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

EL. 563.0

S-518

A1

SOLICITATION

S T

A .5 B

6’-8"

17’-7" 5’-4"2’-0" 6’-11" 3’-0"

’-0

R 3 .2

M O

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NOTE: BUTTRESS NOT SHOWN FOR CLARITY

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SCALE : 3/4"=1’-0" 0 1’ 2’ 3’

C L

R T

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#9 @ 12" O.C.

A1

DETAIL - MONOLITH 34 REINFORCING

LAYOUT FOUND ON S-308-A1

FOLLOWS THE TYPICAL

REINFORCEMENT LAYOUT

NOTE: LONGITUDINAL MONOLITH

SOLICITATION

ALONG PERIMETER OF MONOLITH.

O.C.) AND EMBED 1’-0" IN EPOXY GROUT

VERTICAL REINFORCEMENT LOCATIONS (12"

INSTALL #9 ANCHORS 3-0" LONG AT

TYP. ALONG PERIMETER OF MONOLITH.

#9 @ 12" O.C., E.W.

R E

IN

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A1 0 1’ 2’ 4’SCALE : 1/2"=1’-0" A3 0 1’ 2’ 4’SCALE : 1/2"=1’-0"

S

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#7B

2’-0"

1’-0" 3"1’-0"

CLR

LIGHT STANDARD DETAIL LIGHT STANDARD DETAIL

FOR CLARITY

REINFORCEMENT NOT SHOWN

BUTTRESS AND MONOLITH

LIGHT STANDARDS.

SECTIONS THAT SUPPPORT

SHOWN FOR CONCRETE

NOTE: REINFORCEMENT IS

FOR CLARITY

REINFORCEMENT NOT SHOWN

BUTTRESS AND MONOLITH

LIGHT STANDARDS.

SECTIONS THAT SUPPORT

SHOWN FOR CONCRETE

NOTE: REINFORCEMENT IS

2’-0"

SOLICITATION

#7 @ 12 O.C.

L

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#7B @ 12

#7 @ 12