W912EK21R0019 Amendment 0002 Drawings.pdf

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

.T

.S

G-002

B

IW

L D

R O

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S E

S

B

IW

L D

/0

/0

TITLE OF DRAWING TITLE OF DRAWING

ID NO.

SHEET

ID NO.

SHEET

G-005

G-006

V-101

V-102

B-101

B-601

B-602

GENERAL

G-001

G-002

G-003

G-004

INDEX OF DRAWINGS

STRUCTURAL NOTES

TITLE OF DRAWING

ID NO.

SHEET

PLAN - CORING LOGS

CORING LOG 1

CORING LOG 2

VOLUME 4 - PRECAST PANELS

COVER SHEET

E-001

E-101

GENERAL ELECTRICAL NOTES

PLAN - UPPER LOCK CHAMBER ELECTRICAL

G-101 GENERAL SITE PLAN

PLAN - SURVEY CONTROL

VOLUME 2 - PRECAST PANEL SEAT

SD301

SD221

SD211

SD121

SD111

SD101

S-504

S-503

S-502

S-501

S-001

S-503

S-502

S-501

S-301

S-101

S-001

S-504

S-503

S-502

S-501

S-301

S-201

S-101

IN

D

E X

O F

D R

A W

IN

G

S

GENERAL

VOLUME 1 - BULKHEAD RECESS

VOLUME 3 - DEADMAN

VOLUME 5 - PROTECTION PLATE ASSEMBLY

DETAILS - PRECAST PANEL SEAT KICKER ASSEMBLY

DETAILS - PRECAST PANEL SEAT

DETAILS - PRECAST PANEL SEAT BULKHEAD PANEL

DETAILS - TYPICAL PRECAST PANEL SEAT STANDARD PANEL

ASSEMBLY - PRECAST PANEL SEAT

DETAILS - DEADMAN ASSEMBLY

DETAILS - DEADMAN ASSEMBLY

DETAILS - DEADMAN ASSEMBLY

SECTIONS - DEADMAN ASSEMBLY

PLAN - DEADMAN ASSEMBLY

ASSEMBLY - DEADMAN

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

SECTIONS - PROTECTION PLATE ASSEMBLY

ELEVATIONS - PROTECTION PLATE ASSEMBLY

PLAN - PROTECTION PLATE ASSEMBLY

ABBREVIATIONS

SECTIONS - UPPER LOCK CONCRETE DEMOLITION

ELEVATIONS - LAND WALL CONCRETE DEMOLITION

ELEVATIONS - RIVER WALL CONCRETE DEMOLITION

PLAN - LAND WALL CONCRETE DEMOLITION

PLAN - RIVER WALL CONCRETE DEMOLITION

PLAN - UPPER LOCK CONCRETE DEMOLITION

B A

N D

E R

S O

N

C G

O C

H E

A R

O D

R

IG

U E

Z

R N

IC

K

E L

PLAN - BULKHEAD RECESS SURVEY

W E

K R

DRAWING SET LAYOUT, SHEET TYPE DESIGNATORS, GENERAL NOTES, AND LEGEND

STRUCTURAL NOTES

S-541

S-531

S-506

S-505

S-504

S-503

S-502

S-501

S-323

S-322

S-321

S-313

S-312

S-311

S-301

S-222

S-221

S-212

S-211

S-131

S-121

S-111

S-101

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANEL

DETAILS - PRECAST PANELS ANCHORAGE

SECTIONS - PRECAST PANELS BULKHEAD RECESS

SECTIONS - PRECAST PANELS STANDARD PANEL

ASSEMBLY - PRECAST PANEL BULKHEAD RECESS

ASSEMBLY - PRECAST PANEL STANDARD PANEL

S-554

S-553

S-552

S-551

S-502

S-501

S-351

S-301

S-050

S-001

SOLICITATION

DETAILS - HAND RAILS

DETAILS - SILL CONCRETE

DETAILS - CHECKPOST

DETAILS - WALL ARMOR

DETAILS - GRATING

DETAILS - DEADMAN

DETAILS - WALL ARMOR

DETAILS - PROTECTION PLATE INSTALLATION

SECTIONS - LAND WALL

SECTIONS - LAND WALL

SECTIONS - LAND WALL

SECTIONS - RIVER WALL

SECTIONS - RIVER WALL

SECTIONS - RIVER WALL

SECTIONS - UPPER LOCK CONCRETE CONCRETE PLACEMENT

ELEVATION - LAND WALL PRECAST PANELS

ELEVATION - LAND WALL ANCHORAGE

ELEVATION - RIVER WALL PRECAST PANELS

ELEVATION - RIVER WALL ANCHORAGE

PLAN - SILL CONCRETE PLACEMENT

PLAN - LAND WALL CONCRETE PLACEMENT

PLAN - RIVER WALL CONCRETE PLACEMENT

PLAN - UPPER LOCK CONCRETE PLACEMENT

-2

-2

C M

G A

M D

I

N D

E X

U P

D A

T E

S

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

IW

L D

-2

-2

C M

G

R O

C K

I S

L A

N D

IL

L

IN

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

U

R V

E Y

B U

L K

H E

A D

R E

C E

S S

V-102

P L

M

D

S E

C T

IO

N

R E

M O

V E

D

W E

K R

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A

IN

P

P E

R B

U L

K H

E A

D R

E C

E S

S

SOLICITATION

GENERAL SHEET NOTES

i) h) g) f) e) d) c) b) a)

6.

5.

4.

3.

2.

1.

7.

STA. 101+91.16

RECESS CENTERLINE

PRELIMINARY BULKHEADCL

FLOW

LAND WALL

CL

STA. 101+91.16

RECESS CENTERLINE

PRELIMINARY BULKHEAD

MONUMENT LC2

CONSTRUCTION CONTROL

MONUMENT LC1

CONSTRUCTION CONTROL

G H

MONUMENT RC1

CONSTRUCTION CONTROL

MONUMENT RC2

CONSTRUCTION CONTROL

A1

PLAN - BULKHEAD RECESS SURVEY

0 4' 16'8'SCALE : 1/8"=1'-0"

50'-0"42'-0"

BA

C D

B

IW

L D

B A

N D

E R

S O

N

/0

/0

M

S C

U D

D E

R

D

J O

H N

S O

N

VOLUME 1

50'-0"42'-0"

RIVER WALL

SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:

CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LAND WALL AND TWO ON THE RIVER WALL.

AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR

THE LOCATION OF THE CENTERLINE OF THE RECESS.

GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR

AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO THE

FIELD BOOK

DISTANCE UNITS US SURVEY FEET

COORDINATE UNITS US SURVEY FEET

GEOID 12A

VERTICAL DATUM MSL 1912

PROJECT DATUM NAD 83

ZONE ILLINOIS EAST - 1202

COORDINATE SYSTEM STATE PLANE

PROJECT 03 BRANDON ROAD UPPER BULKHEAD RECESSES

ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:

THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION DESCRIBED

A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.

ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO

BETWEEN WALLS.

LANDWALL AND IC1 TO FACE OF RIVERWALL, TO VERIFY DISTANCE

CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND RC1, AS WELL AS DISTANCE FROM LC1 TO FACE OF

RECESS.

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON THE RIVER WALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.

NEW MONUMENTS.

GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET

APART.

A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET

BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM TO

BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE

SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.

AT DIMENSION SHOWN.

LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE OF THE BULKHEAD RECESS

MORE THAN FIVE FEET APART.

MINIMUM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO

CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A

CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A7. THE

ESTABLISH LINE CD: FROM A POINT 50 FEET UPSTREAM TO A POINT 42 FEET DOWNSTREAM OF PRELIMINARY RECESS

MORE THAN FIVE FEET APART.

MINIMUM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO

CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A

CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A7. THE

ESTABLISH LINE AB: FROM A POINT 50 FEET UPSTREAM TO A POINT 42 FEET DOWNSTREAM OF PRELIMINARY RECESS

WITHIN 50 DAYS AFTER NTP.

SURVEY SHALL BE COMPLETED WITHIN 45 DAYS OF NOTICE TO PROCEED (NTP) AND RESULTS SUPPLIED TO THE GOVERNMENT

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

-2

-2

C M

SD111

D

A N

N O

T A

T

IO

N R

E M

O V

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

IV

E

R W

A L

L

P L

A N

VOLUME 1

B

IW

L D

FLOW

L

GENERAL SHEET NOTES

N

C P

IN

T

L E

11"

LOCK WALL

BACK OF

LOCK WALL

FACE OF

DEADMAN BEAM

CONCRETE TO INSTALL

REMOVE AND DISPOSE

PRECAST PANELS

CONCRETE TO INSTALL

REMOVE AND DISPOSE

3'-2"

LOCK WALL

BACK OF

S-211

A1

SD301

A7

SD301

A4

SD301

A1

HAULAGE UNIT IN ITS EXISTING LOCATION.

COMPLETE ON THE RIVER WALL. REINSTALL THE TOW

AND RE-INSTALLATION. AFTER CONSTRUCTION IS

TIMES DURING REMOVAL, CONSTRUCTION ACTIVITIES,

EXTENDED ANCHORS MUST BE PROTECTED AT ALL

REMOVE THE TOW HAULAGE UNIT. EXISTING

AND LIFT THE UNIT OVER THE EXTENDED ANCHORS TO

SUPPORTS. CONTRACTOR MUST REMOVE THE 6 NUTS

GROUND USING PLATFORMS, SKIDS, OR OTHER

LOCK WALL (WITHIN 60 FEET), STORE OFF THE

HAULAGE UNIT TO THE GRASSY AREA BEHIND THE

AND NUTS. TEMPORARILY REMOVE THE EXISTING TOW

CONCRETE LOCK WALL WITH6 EMBEDDED ANCHORS

TOW HAULAGE UNIT IS SECURED TO THE TOP OF THE 4.

IS REQUIRED TO LOCATE BEFORE EXCAVATION.

LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR

UTILITIES IN THE AREA OF EXCAVATION EXACT 3.

INSTALLATION.

EXCAVATE FILL TO FACILITATE DEADMAN ANCHORAGE 2.

REQUIREMENTS.

02 83 13 FOR PROPER HANDLING AND DISPOSAL

PAINT. CONTRACTOR TO COMPLY WITH SPECIFICATION

EXISTING HANDRAIL IS COATED WITH LEAD BASED 1.

"8

1'-3

A1

PLAN - RIVER WALL CONCRETE DEMOLITION

S T

A

.9

S T

A

.0

S T

A

.5

M J

S T

A

.4

M J

S T

A

.1

S T

A

.0

M J

/0

/0

SOLICITATION

0 2' 4' 8'

SCALE : 1/4"=1'-0"

C O

N C

R E

T E

D E

M O

L

IT

IO

N

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

(EL 518.82)

(EL 543.00)

2'-4"

"16

5'-1

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

S T

A

.6

C H

E C

K P

O S

T

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S-101

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

P

E R

L O

C K

P L

A N

VOLUME 1

B

IW

L D

S-501

A1

F L

O W

L

S-121

A1 S-111

A1

C PINTLEL C PINTLE

STA 101+91.16

STA 102+06.50

MJ

STA 102+42.46

MJ

STA 101+91.16

STA 102+06.50

MJ

STA 102+42.46

MJ

STA 102+59.96 STA 102+59.96

STA 101+86.01

GATE RECESSES

UPPER MITER

GATE RECESSES

UPPER MITER

STA 102+81.00

MJ

STA 102+81.00

MJ

S-501

A1

L

STA 102+24.43

C BULKHEAD RECESS L

STA 102+24.43

C BULKHEAD RECESS

S-222

A1 S-212

A1

0 4' 16'8'SCALE : 1/8"=1'-0"A1

PLAN - UPPER LOCK CONCRETE PLACEMENT

/0

/0

C O

N C

R E

T E

P L

A C

E M

E N

T

(EL 503.00)

APPROXIMATE TOP OF ROCK

(EL 521.15-)

(EL 521.15)

(EL 503.00)

(EL 543.00)

(EL 543.00)

(EL 543.00)

TOP OF LOCK WALL

(EL 543.00)

(EL 543.00)

TOP OF LOCK WALL

(EL 543.00)

HANDRAIL

NEW

TO

HANDRAIL

EXISTING

TO

HANDRAIL

EXISTING

WATER/GROUND SURFACE

EXTENDS BELOW THE

SURFACE IS BATTERED AND

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

S-313

A5 S-323

A5

S-312

A1

S-312

A5 S-322

A5

S-322

A1

SOLICITATION

-2

-2

C M

G A

M D

A N

N O

T A

T

IO

N C

H A

N G

E

STA 102+47.89

CHECKPOST

STA 101+83.66

CHECKPOST

EXISTING

STA 101+83.66

CHECKPOST

EXISTING

STA 101+86.01

H A

N D

R A

IL

T

O B

E R

E

IN

S T

A L

L E

D

H A

N D

R A

IL

T

O B

E R

E

IN

S T

A L

L E

D

S-506

A1

HANDRAIL

NEW

(EL 543.00)

WITH LOWER STRUT SUPPORT

TO MITER GATE HAND RAIL

EXTEND TOP RAIL TO MEET UP

RE-INSTALLATION PER S-321

REMOVE HIGH MAST LIGHT FOR

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S-121

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

L

A N

VOLUME 1

B

IW

L D

L A

N D

W A

L

LFLOW

/0

/0

S T

A

.4

M J

S T

A

.5

M J

S T

A

.0

M J

S T

A

.1

C P

IN

T

L E

S T

A

.9

S T

A

.0

S-301

E1

S-301

E4 S-301

E7

0 2' 4' 8'SCALE : 1/4"=1'-0"A1

PLAN - LAND WALL CONCRETE PLACEMENT

L

L S T

A

.4

C B

U L

K H

E A

D R

E C

E S

S

C O

N C

R E

T E

P L

A C

E M

E N

T

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

-2

-2

C M

G A

M D

A N

N O

T A

T

IO

N C

H A

N G

E

SOLICITATION

S T

A

.6

C H

E C

K P

O S

T

L S T

A

.8

C C

H E

C K

P O

S T

S-506

A1NEW HANDRAIL

PER S-321

RE-INSTALLATION

MAST LIGHT FOR

REMOVE HIGH

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

IW

L D

B

IW

L D

-2

-2

C M

G

R O

C K

I S

L A

N D

IL

L

IN

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

L L

A R

M O

R

S-505

D E

T A

IL

D

S H

E E

T A

D D

W

IT

H E

X

IS

T

IN

G N

U M

B

E

K R

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A

P E

R B

U L

K H

E A

D R

E C

E S

S E

VOLUME 1

2'-4"

"8

6"8

1'-9

6"

3'-4"2'-0"

"8

1'-3

1'-1"

R

" 4

PL

0 3" 6" 9" 12"SCALE : 3"=1'-0"A5

S-505-A5 - TRANSITION ARMOR PLATE

0 3" 6" 9" 12"SCALE : 3"=1'-0"A1

S-505-A1 - WALL ARMOR

2" 2" 2"

S

P A

C E

S

STUD TYP

" Ø X 8"4

STUD TYP

" Ø X 8"4

E1

SECTION

0 1" 2" 3" 4"SCALE : 6"=1'-0"

" TYP4

R

"4

1'-3R

"8

3 "2

STUD TYP

" Ø X 8"4

E1

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

-2

-2

C

S-506

D

S H

E E

T R

E -N

U M

B E

R

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

IW

L D

C H

E C

K P

O S

T

D E

T A

IL

S

A1

DETAIL - CHECKPOST LOCATION

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

E1

DETAIL - CHECKPOST SECTION

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

A7

DETAIL - CHECKPOST

0 1" 2" 3" 4"SCALE : 6"=1'-0"

/0

/0

SOLICITATION

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

E7

DETAIL -

0 1" 2" 3" 4"SCALE : 6"=1'-0"

1'-9"

B

B

A R

A

B

B

A R

B

2'-0"

C

O V

E R

C1

3-#10B (BAR A) 3-#10B (BAR B)3-#10 - 4'-0"

CL

CHECKPOST

#6 ANCHORS @ 1'-0"

2" Ø GROUT HOLE

12" Ø STEEL PLATE

AWS D1.1

FULL PENETRATION

AFTER INSTALLATION

FILL WITH NON-SHRINK GROUT

THICKNESS GRADE 4180 SR.

" O.D. STEEL TUBING 1" WALL4

CHECKPOST FOR #10 BAR

" Ø HOLES THRU2

DRILL 1

STRENGTH OF 40 KSI

WITH MIN. YIELD

ASTM A519 GRADE 4140 SR MATERIAL:

"2

3'-1

STA 102+47.89

S-531-D1

S-531-D1

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

-2

-2

C

S-531

D

N O

T E

U P

D A

T

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

IW

L D

S

IL

L C

O N

C R

E T

E

D E

T A

IL

S

2'-0"

4" R

PL 1"

"2

3'-3

2"

"8

109'-9

STUD

12" " Ø X 4

GENERAL SHEET NOTES

PL 1"

TYP

54 SPACES @ 2'-0" = 108'-0" "16

54 SPACES @ 2'-0" = 108'-0""16

1/4 - STUD WELD

TYP OR

.355

3°

"8

R 4'-6

3 EQUAL SP

ACES

3 EQUAL SPACES2"

TYP

STUD

12" " Ø X 4

3"

D1 S-531-D1

" 2

10" X 2

BENT BAR 1'-

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

1/2"

1'-4"

"16

1'-1

"21

1'-

"16

1'-

2"

"21

1'-

2"

2"

/0

/0

SOLICITATION

F1

SECTION

D4

S-531-D4 - BULKHEAD BEARING PLATE

D7

S-531-D7 - BULKHEAD CORNER BEARING PLATE

0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"

2'1'0SCALE : 1"=1'-0"A1

S-531-A1 - BULKHEAD SEAL/BEARING PLATE

2'1'0SCALE : 1"=1'-0"

A6

DETAIL

2'1'0SCALE : 1"=1'-0"

TOP OF CONCRETE SILL

EL 521.15

S T

A

.0

E N

D O

F S

IL

L

B E

A M

SLOT

BULKHEAD

PRECAST PANEL

PANEL SEAT

PRECAST

CONCRETE FILL

BULKHEAD RECESS

PL 1"

"8

4'-1

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

SEAL/BEARING PLATE

BULKHEAD

F1

CONTRACTOR TO THE GOVERNMENT FOR APPROVAL PRIOR TO IMPLEMENTATION.

(VOL 1). THE METHOD FOROBTAINING THE TOLERANCE MUST BE SUBMITTED BY THE

TOP SURFACE OF THE BULKHEAD SEAL/BEARING PLATE S-531-A1 FLUS(±1/16") WITH THE

THE TOP SURFACE OF PLATE S-503-B1 (VOL 2) ON THE PRECAST PANEL SEAT MUST BE 5.

ALL SPLICES SHALL BE CJP GROOVE WELDS GROUND FLUSH. 4.

MATERIAL SHALL BE ASTM A572, GRADE 50, STEEL. 3.

ALL FINAL EXPOSED SURFACES SHALL BE COATED WITH THE 5-E-Z PAINT SYSTEM. 2.

488.15 FT (TOLERANCE: ±1/8").

TOP FINAL ELEVATION OF BOTH BEARING PLATES AND SEAL/BEARING PLATE SHALL BE 1.

1/4

APPROXIMATE TOP OF ROCK

EL 503.00

AREA PER LINEAL

OF 15 SQUARE INCHES OF OPEN

OF 0.04" PROVIDING A MINIMUM

WITH A MINIMUM SLOT OPENING

WELL SCREEN, SCHEDULE 80

WRAPPED 8" SLOTTED PVC

INSTALL A GEOTEXTILE

AGGREGATE IN SLEEVE

PLACE CLEAN STONE

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

IW

L D

B

IW

L D

-2

-2

C M

G

R O

C K

I S

L A

N D

IL

L

IN

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

H

N D

R A

IL

S-541

D E

T A

IL

D

A N

N O

T A

T

IO

N U

P D

A T

E

K R

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A

P E

R B

U L

K H

E A

D R

E C

E S

S E

A1

DETAIL - TYPICAL HANDRAIL ELEVATION

NEOPRENE GASKET

TOP OF LOCK WALL

NEW HANDRAIL BASE

" ANCHORS2

NEW

HOLE IN EACH BASE

" DRAIN2

DRILL

C/L HANDRAIL

PLAN

SLIDING PAST FITTING

PREVENTS PIPE FROM

" DIA ROUND STOCK8

OPEN POSITION

CLOSED POSITION

0 3" 6" 9" 12"SCALE : 3"=1'-0"F5

DETAIL - TYPICAL LADDER ACCESS RAIL

TOP OF LOCK WALL

EXISTING HANDRAILNEW HANDRAIL

EXTENSIONS

RAIL

SCALE : NO SCALEC7

DETAIL - HANDRAIL EXTENSION

0 1" 2" 3" 4"SCALE : 6"=1'-0"C1

DETAIL - TYPICAL HANDRAIL BASE

GENERAL SHEET NOTES

OF CHECK POSTS

NEW POSTS SHALL BE A MINIMUM 3'-0" FROM CENTERLINE 6.

BETWEEN THE BASE PLATE AND CONCRETE.

OF THE BASE PLATE. THE GASKET SHALL BE INSTALLED

WITH A NEOPRENE GASKET MATCHING THE FOOTPRINT

ALL NEW HANDRAIL SHALL BE REINSTALLED/ INSTALLED 5.

DESIGNED FOR SPLICES.

MONOLITH JOINTS, WITH CONNECTION SPECIFICATIONS

HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL 4.

C. VERTICAL POSTS CONTINUOUS TO TOP RAIL

B. MAXIMUM POST SPACING = 6'-0"

A. MAXIMUM TOP RAIL LENGTH = 30'-0"

FOLLOWING CRITERIA SHALL BE APPLIED:

MONOLITH JOINTS AND LOCK APPURTENANCES). THE

AND SUBMIT FOR APPROVAL (LAYOUT MUST SHOW

CONTRACTOR SHALL FIELD VERIFY HANDRAIL LAYOUT 3.

BOLTS AND NUTS SHALL BE GALVANIZED.

PULLOUT AND 6000lb ULTIMATE SHEAR. ALL ANCHOR

IN EPOXY GROUT AND SHALL PROVIDE 4000lb ULTIMATE

" DIAMETER. ANCHORS SHALL BE EMBEDDED 2

SHALL BE

CONCRETE ANCHORS FOR NEW HANDRAIL BASE PLATES 2.

FITTINGS.

ALUMINUM RAILS AND POSTS WITH CAST ALUMINUM

SPECIFICATIONS. ALL HANDRAIL SHALL CONSIST OF

MANUFACTURER'SRECOMMENDATIONS AND

ALL HANDRAIL SHALL BE INSTALLED PER 1.

SCALE : NTS

OF FITTING

CENTERLINE

EXTENSION TO

EXTEND 2" PIPE

A7

DETAIL - TYPICAL HANDRAIL SLIP-ON CONNECTION

TOP OF LOCK WALL

DETAIL THIS SHEET

FLANGE, SEE

HANDRAIL BASE

HANDRAIL CENTERLINE

MATCH EXISTING

0 6" 1' 2'SCALE : 1"=1'-0"

M

IN

0 6" 1' 2'SCALE : 1"=1'-0"A4

DETAIL - TYPICAL HANDRAIL SECTION

FITTING

"CROSS"

"L" FITTING

CONTINUOUS

TO BE

VERTICAL POSTS

SCREWS TYP

STEEL SET

STAINLESS

MONOLITHS

BREAKS AT

CONTINUOUS WITH

HANDRAIL SHALL BE

0 1" 2" 3" 4"SCALE : 6"=1'-0"F1

SECTION - TYPICAL HANDRAIL BASE

8"

"2

6'-0"

MAX

ARMOR

NEW CORNER

EXISTING AND/OR

B J O

N E

S

K B

U

IS

/0

/0

A R

O D

R

IG

U E

Z

B J O

N E

S

PIPE (TYP)

2" DIA. SCH 40 ALUMINUM

SLIDE RAIL TO LOCK INTO

NOTCH PIPE TO ALLOW

2" DIA. SCH 40 ALUMINUM PIPE.

SLIDES INTO HANDRAIL

" LONG8

PIPE x 11

" DIA SCH 40 ALUMINUM2

(TYP)

ALUMINUM PIPE

2" DIA. SCH 40

PIPE TYP

ALUMINUM

2" DIA SCH. 40

" TYP2

LANDWALL HANDRAIL.

ALUMINUM FOR NEW

2" DIA. SCH 40

HANDRAIL.

FOR NEW RIVERWALL

2" DIA. SCH 40 STEEL

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

-2

-2

C M

G

N .T

.S

E-101

D

N O

T E

C H

A N

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S E

S

/0

/0

SOLICITATION

VOLUME 1

E L

E C

T R

IC

A

L

U P

P E

R L

O C

K

P L

A N

GENERAL SHEET NOTES

SHEET KEYNOTES

0 20'10'SCALE : 1"=10'-0"A1

PLAN - UPPER LOCK ELECTRICAL

B

IW

L D

HIGH MAST LIGHT

TRAFFIC LIGHT

NAVIGATION LIGHT

SHELTER

CONTROL STAND

FILLING VALVE

MITER GATE LEAF

MITER GATE LEAF

AREA

GRASSY

RIVER

SHELTER

CONTROL STAND

FILLING VALVE

GATE MACHINERY

480V RECEPTACLE

TOW HAUL

PULLBOX

JUNCTION BOX

480V ENCLOSURE

TRANSFORMER

ENCLOSURE

ELECTRICAL

MACHINERY

MITER GATE

ENCLOSURE

NON-ELECTRICAL

POLE

ABANDONED

SPEAKER ON POLE

TOW HAUL UNIT

POST

RECEPTACLE ON

DUPLEX

ENCLOSURE

ELECTRICAL

ENCLOSURE

ELECTRICAL

RACK RECEPTACLE

ABANDONED TRASH

RACK RECEPTACLE

ABANDONED TRASH

CABLE TRENCH

CABLE TRENCH

RIVER

AREA

GRASSY

CHAMBER

LOCK

CHAMBER

LOCK

CHAMBER

LOCK

CHAMBER

LOCK

WALL

CONCRETE LOCK

EMBEDDED IN

2" RACEWAY

4WALL

TO BACK OF LOCK

SURFACE MOUNTED

RACEWAYS

4" & 1-1/4"

WALL

TO BACK OF LOCK

SURFACE MOUNTED

RACEWAYS

4", 2", & 1-1/4"

WALL

TO BACK OF LOCK

SURFACE MOUNTED

1-1/4" RACEWAY

RACEWAY

EMBEDDED

4" CONCRETE

WALL

TO BACK OF LOCK

SURFACE MOUNTED

RACEWAYS

(4) - 2" & (1) - 3/4"

WALL

TO BACK OF LOCK

SURFACE MOUNTED

RACEWAYS

(2) - 2" & (3) - 3/4"

WALL

TO BACK OF LOCK

SURFACE MOUNTED

RACEWAYS

(2) - 2" & (2) - 3/4"

RACEWAY

EMBEDDED

3/4" CONCRETE

BOX

JUNCTION

LOCKWALL

TOP OF

LOCKWALL

TOP OF

SHORELINE

SHORELINE

RACEWAYS

(4) - 2" BURIED

WALL

TO BACK OF LOCK

SURFACE MOUNTED

(4) - 2" RACEWAYS

BOAT DAVIT

FOR FUTURE

SWITCH

DISCONNECT

2 3

RECEPTACLE

SWITCH AND 480V

DISCONNECT

TYPICAL)

GATE ANCHORAGE (

EMBEDDED

TYPICAL)

ANCHORAGE (

EMBEDDED GATE

ALL LOCK ELECTRICAL LIGHTING AND EQUIPMENT.

5. UNLESS INDICATED OTHERWISE, MAINTAIN OPERATION OF

RACEWAY PATHS WHERE SHOWN ON THIS SHEET.

REPLACE CABLING IN CONCRETE EMBEDDED RACEWAYS

SHOWN. THE CONTRACTOR SHALL TRACE, REMOVE AND

BUILT REFERENCE DRAWINGS, AND FROM PLAN AS IT IS

CABLE AND CONDUIT ROUTING MAY DIFFER FROM AS-4.

INSTALLING THE DEADMAN ANCHORS.

EMBEDDED AND SURFACE MOUNTED CONDUITS WHEN

CONTRACTOR SHALL USE CARE TO AVOID DAMAGING THE 3.

DRAWINGS.

CONSTRUCTION RACEWAYS, CABLES AND CONNECTIONS

SEE REFERENCE DRAWINGS FOR ORIGINAL 2.

SEE GENERAL ELECTRICAL NOTES ON SHEET E-001.1.

UPPER GUIDE WALL

RACEWAYS TO

EMBEDDED

CONCRETE

B

R A

D T

K E

B

P A

T T

S C

H U

L L

B

P A

T T

S C

H U

L L

J

B A

R T

E K

W E

K R

FLOW

FLOW

ADJACENT EQUIVALENT LIGHTING ALONG THE LOCK WALL.

THE DESCRIBED AREAS TO THE POINT THEY INTERSECT

RECONNECTED. PROVIDE MINIMUM OF 5 FT-CANDLES IN

BARGE SECTIONS TO BE DISCONNECTED AND

UPPER RIGHT LOCK WALL AND LOCK CHAMBER TO ALLOW

EM-385-1-1. LIGHTING SHALL ILLUMINATE THE TOP OF THE

LIGHTING FROM DUSK TO DAWN IN ACCORDANCE WITH

PROVIDE TEMPORARY LIGHTING TO REPLACE HIGH MAST 9.

AFTER COMPLETION OF DRILLING OR CUTTING.

CAREFULLY COILED AND STORED. REINSTALL CABLES

CABLES BACK TO PULLBOX OR CABLE TRENCH TO BE

DISCONNECT CONDUCTORS FROM EQUIPMENT, PULL

WITHIN 6" OF CONCRETE EMBEDDED CONDUIT FEED,

WHERE DRILLING OR CUTTING OF CONCRETE OCCURS 8.

PROVIDED BY A PLUG CONNECTION.

ACCOMMODATE STRUCTURAL WORK. POWER IS

TOW HAUL TO BE REMOVED AND REINSTALLED TO 7.

REINSTALL UPON COMPLETION OF RESURFACING WORK.

BE SUBJECT TO DAMAGE DURING RESURFACING WORK.

BOLTS AND EQUIPMENT IN A LOCATION WHERE IT WILL NOT

UNBOLT EQUIPMENT, CAREFULLY REMOVE AND STORE 6.

EXCAVATION WORK IN THIS AREA.

VERIFYING ROUTING PRIOR TO DEMOLITION OR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

EXACT ROUTING AND DEPTH OF RACEWAY IS UNKNOWN. 5.

CONDUCTORS IN RACEWAYS.

MAINTAINED TO ALL EQUIPMENT SUPPLIED BY

UPON COMPLETION OF WORK. POWER SHALL BE

STRUCTURAL WORK IN THIS AREA. REATTACH RACEWAYS

AND SUPPORT RACEWAYS AS NECESSARY TO PERFORM

DETACH RACEWAYS FROM BACK OF WALL, REPOSITION 4.

RETERMINATE TO LOADS AT 480V ENCLOSURE.

CONDUCTORS THROUGH EMBEDDED RACEWAY AND

UPON COMPLETION OF STRUCTURAL WORK, PULL 3.

SURFACE.

REQUIRED TO REPAIR RACEWAY AND CONCRETE

CONDUIT, AND EMBED CONDUIT IN NEW CONCRETE AS

CONTRACTOR SHALL SAWCUT CONCRETE, PROVIDE NEW

PERFORMING STRUCTURAL WORK IN THIS AREA, THE

2. IF CONDUIT IS DAMAGED IN THE PROCESS OF

THE CABLE TRENCH OR ELECTRICAL ENCLOSURE.

RESURFACING AREA. COIL AND PROTECT CABLES INSIDE

CABLE TRENCH TO REMOVE CABLES FROM THE

ENDS FROM MOISTURE. PULL CONDUCTORS BACK TO

RECONNECTION AFTER WORK IS PERFORMED, AND SEAL

END. LABEL CONDUCTORS TO ASSURE CORRECT

CONDUCTORS FROM EXISTING EQUIPMENT AT THE LOAD

1. PRIOR TO CONCRETE DEMOLITION, DISCONNECT

S-301-C7

S-501-A6

S-501-A1

S-502-A1

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

-2

-2

C M

S-301

D

A N

N O

T A

T

IO

N U

P D

A T

E

K R

IW

L D

R O

C K

I S

L A

N D

IL

L

IN

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

J O

L

IE

T

IL

B R

A N

D O

N R

O A

D L

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

U P

P E

R B

U L

K H

E A

D R

E C

E S

S

T

A N

D A

R D

P A

N E

L

P R

E C

A S

T P

A N

E L

S E

C T

IO

N

S

VOLUME 4

B

IW

L D

C

L R

"2

A7

A5

SECTION

A7

DETAIL

C7

DETAIL - END PILING DETAIL

E7

SECTION

PS 27.5 PILING

" SLOTTED HOLE8

" x 116

C

#4 @ 6"

" BOLT4

C Ø L

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

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

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

L

ANCHOR

#8 PANEL

L

8'-0"

2'-0"

7"

A1

SECTION

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

C SHEET PILE

SHEET KEYNOTE

PLUMBNESS.

OF SHIM MAY NEED TO VARY ALONG THE HEIGHT FOR

PILE ORIENTATION AS SHOWN IN THIS DETAIL. THICKNESS

" SHIM IS ONLY REQUIRED ON THE END WITH SHEET 16

1.

#4 @ 6"

#4 STIRRUP @ 12"

#4 @ 12"

" AMPLITUDE4

A

ROUGHENED TO

INTENTIONALLY

REAR SURFACE

#8 @ 8"(MAX.)

T Y

P

@ 12"

#4 BAR

1'-8"

19.69"

7.75" 7.75"

EQUALEQUAL

6"

"4

7'-11

C

L R

3'-8" 1'-8"

S

P

OF 3

FACTOR OF SAFETY

OF 1.5 KIPS W/

ALLOWABLE LOAD

(3" MIN. LENGTH)

THREADED INSERT

END PILES

CUT TO FORM

/0

/0

SOLICITATION

#8 BARS

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

MISS ANCHORAGE EMBEDMENT

BEND STRAPS AS REQUIRED TO

SEE S-301-A5/E7

BENT BAR

7"

4'-0"

O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

G