WaukeganHarborResurfacingCertifiedFinalRTAPlan.pdf

LOCATION

PROJECT

LOCATION

PROJECT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:34:15 AM 6/28/2018

...\Honey Creek Section 206\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\_S

F

IL

E N

A M

E

A N

S I

D

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Final

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

CHICAGO DISTRICT

P R

O J E

C T I

D

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

WAUKEGAN, ILLINOIS

SOUTH PIER RESURFACING

WAUKEGAN HARBOR

G -0

.d g n

7 8 9 10

SHEET INDEX

J O

H N G

R O

B O

S K I, P

E

D E

M

G-001

NN NN

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

of Engineers

US Army Corps

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

S H

E E

T I

N D

E X

A N

D

T

IT

L E S

H E

E T L

O C

A T

IO

N M

A P

V

IC

IN

IT

Y M

A P

MIKE NGYEN

W P -1

-B -0

J A

G

W912P6-18-B-0007

W P -1

-C -0

X

X

W912P6-18-C-00XX

L E

S L

IE

B

U S

H P .G

J

U N

E

22 JUNE 2018

CERTIFIED FINAL- READY TO ADVERTISE

(S) JOSEPH SCHMIDT, P.E.

CHIEF, DESIGN BRANCH

JUNE 22, 2018

(S) MIKE NGYEN JUNE 22, 2018

MAY 18, 2018DUSTIN TELLINGHUISEN, P.E.

ATR TEAM LEADER

REACH N AND O INTERFACE CORNER DETAILSS-505 23.

REACH O TERMINATION DETAILSS-504 22.

TYPICAL DETAILSS-503 21.

TYPICAL DOGLEG PLATE DIMENSIONS AND DETAILSS-502 20.

TYPICAL PLATE DIMENSIONS DETAILSS-501 19.

TYPICAL REACH M-1 SECTIONS AND DETAILSS-304 18.

TYPICAL REACH O SECTIONS AND DETAILSS-303 17.

TYPICAL REACH N SECTIONS AND DETAILSS-302 16.

TYPICAL REACH M SECTIONS AND DETAILSS-301 15.

EXISTING PIER REACH PROFILESS-201 14.

STRUCTURAL PLANS-101 13.

STRUCTURAL NOTESS- 001 12.

SOUTH PIER SECTION 19+40 TO 21+60C-106 11.

SOUTH PIER SECTION 17+10 TO 19+40C-105 10.

SOUTH PIER SECTION 14+70 TO 17+10C-104 9.

SOUTH PIER SECTION 12+30 TO 14+70 C-103 8.

SOUTH PIER SECTION 9+90 TO 12+30C-102 7.

SOUTH PIER SECTION 7+30 TO 9+90C-101 6.

USACE SURVEY APRIL 24,2018V-002 5.

SURVEY CONTROL INFORMATIONV-001 4 .

OVERALL SITE PLAN AND WORK LIMITSG-003 3.

GENERAL NOTES, SYMBOLS AND ABBREVIATIONSG-002 2.

TITLE SHEET, LOCATION , VICINITY MAP AND SHEET INDEXG-001 1.

REFERENCENUMBER

TITLE SHEET SHEET

DIRECTION OF CUT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

OF DETAIL

GRID LETTER/NUMBER

SECTION

GRID LETTER/NUMBER OF

GRID LETTER/NUMBER

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

G-002

A N

S

...\Waukegan Harbor South Pier Resurfacing\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\_S

1:43:03 PM 6/20/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

F

IL

E N

A M

E

P R

O J E

C T C

O D

M

J O

H N G

R O

B O

S K I, P .E

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

FINAL

G -0

.d g n

W P -1

-B -0

W P -1

-C -0

X

X J

A G

GENERAL NOTES

LEGENDSTANDARD ABBREVIATIONS

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

WATER LEVEL

TREE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

UTILITY POLE

X-###

X#

DETAIL INDICATOR

X-###

X#

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

W.L. AT '( )

DRAWING AREA TITLE INDICATOR

BEACON

MONOLITHIC JOINT

WATER EDGE

PIER OUTLINE

WEATHER STATION

SECTION INDICATOR

L E

S L

IE

B

U S

H P .G

WORK POINTWP

WORK LIMITWL

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

HORIZONTALH

HIGH WATER ELEVATIONHWL

EXPANSION JOINTEJ

ELEVATIONELEV

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

ARMY CORPS OF ENGINEERSACOE

G E

N E

R A

L N

O T

E S S

Y M

B O

L S A

N D A

B B

R E

V

IA

T

IO

N S

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

S L

A S

A L L E S

T S

U

IT

E

/2

BELVIDERE STREET, WAUKEGAN, IL (847) 360 - 4700.

PLACE, WAUKEGAN, IL (847) 244 - 3133 AND / OR THE WAUKEGAN PARK DISTRICT LOCATED AT 2000

CONTRACTOR MAY CONTACT EITHER THE WAUKEGAN PORT DISTRICT LOCATED AT 55 SOUTH HARBOUR

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LAND-BASED STORAGE AND HANDLING AREAS. THE

AND POST REPOSITIONING AS SPECIFIED IN SECTION 01 11 00, GENERAL PROVISIONS.

SHALL BE DOCUMENTED IN CONSTRUCTION PROGRESS PHOTOGRAPHS IN THE FORM OF PRE-MOVEMENT

BELOW 581.5 FEET - INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85). ARMOR STONE MOVEMENT

CONTRACTOR IS NOT ALLOWED TO TEMPORARILY MOVE EXISTING ARMOR STONE INTO THE HARBOR WATER

PROVIDE COMPARABLE PROTECTION TO THAT PRIOR TO BEING MOVED TO EXECUTE THE WORK. THE

EXECUTE THE RESURFACING WORK. THE CONTRACTOR IS TO REPLACE THE ARMOR STONE SO THAT THEY

4. THERE ARE LOCATIONS WHERE THE CONTRACTOR SHALL MOVE EXISTING ARMOR STONE IN ORDER TO

3. CONTRACTOR SHALL USE THE STATIONING AREA SHOWN IN SHEET G-003 AND SHEETS C-101 THRU C-106

FEATURES.

POTENTIAL CONFLICT WITH THE WORK. MAINTAIN ADEQUATE DISTANCE FROM UTILITIES OR OTHER

2. CONTRACTORS SHALL FIELD VERIFY LOCATION OF UTILITIES OR FEATURES THAT CONFLICT WITH OR ARE IN

1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

P

68' 485'

BASE

M N

121' 118'

OPTION 4

O

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

M1M1 M

OPTION 1 OPTION 2

PARKING

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

G-003

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:14:42 AM 6/22/2018

...\Waukegan Harbor South Pier Resurfacing\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\_S

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

G -0

.d g n

WAUKEGAN HARBOR

LAKE MICHIGAN

400'0 200'

N

WORK LIMITS

W O

R K L

IM

IT

S

O V

E R

A L L S

IT

E P

L A

N

A N

D J

O H

N G

R O

B O

S K I

D E

M

J A

G

L E

S L

IE

B

U S

H P ,G

A N

S

12" 2"

6"23'-11•"

DETAIL "A"

RAMP SECTION @ PIER CENTERLINE LOCATED OVER MONOLYTH tbd AS TRANSITION FROM NEW TO OLD

CP-79-1

CP-79-2

WL-01

WL-06

WL-02

DETAIL "A"

W P -1

-B -0

W P -1

-C -0

X

X

WL-03

WL-04

WL-05

THE FINAL LOCATION OF THE EASTERN END IS TO BE DETERMINED AS A FUNCTION OF CONTRACT OPTION 3 AWARD.

A NEW TRANSITION RAMP SHALL BE CONSTRUCTED AT THE EASTERN END OF THE NEW PIER SURFACE.

THE EXISTING TRANSITION RAMP SHALL BE DEMOLISHED IN ACCORDANCE WITH SECTION 02 41 00, DEMOLITION.

NOTE:

J

U N

E

WORK LIMITS1121921.812074079.47WL-06

WORK LIMITS1122643.582074419.16WL-05

WORK LIMITS1123704.412074407.65WL-04

WORK LIMITS1123703.262074511.25WL-03

WORK LIMITS1122621.722074519.39WL-02

WORK LIMITS1121878.852074171.48WL-01

BENCH MARK1122631.932074476.60CP 79-2

BENCH MARK1121815.672074090.48CP 79-1

DESCRIPTION EASTINGNORTHING POINT

COORDINATES

79.1

79.2

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

...\Waukegan Harbor South Pier Resurfacing\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\_S

2:50:54 PM 6/20/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A N

S

O J E

C T C

O D

E

F

IL

E N

A M

E

W A

U K

E G

A N H

A R

B O

R

S O

U T

H P

IE

R B

R E

A K

W A

T E

R R

E S

U R

F A

C

IN

G

IC

A G

O D

IS

T R

IC

T

W P -1

-C -0

X

X

FINAL

IC

A G

O

IL

V-001

J O

H N G

R O

B O

S K I, P .E

A N

F

IGLD85

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

LWD

-V -0

.d g n

STANDARD ARMY CORPS DISK6.9584.983 1122631.93 2074476.6079-2

STANDARD ARMY CORPS DISK7.97584.74 1121815.67 2074090.4879-1

W P -1

-B -0

S U

R V

E Y C

O N

T R

O L I

N F

O R

M A

T

IO

N

S L

A S

A L L E S

T S

U

IT

E

L E

S L

IE

B

U S

H P .G

/2

D E

M

ARE REFERENCED TO NGS MONUMENTS DG8501

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS

AS INDICATED.

(NAVD88) U.S. FEET OR LOW WATER DATUM (LWD)

THE NORTH AMERICAN VERTICAL DATUM OF 1988

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO

(NAD83) U.S. FEET.

EAST ZONE, NORTH AMERICAN DATUM OF 1983

THE ILLINOIS STATE PLANE COORDINATE SYSTEM,

2. ALL COORDINATES SHOWN ARE REFERENCED TO

THE BID.

OF BIDDING, AND INCLUDE COST ACCORDINGLY IN

ACTIONS TO ASSESS THE CONDITIONS AT THE TIME

CONTRACTOR SHALL TAKE ALL NECESSARY

AND DIFFER FROM THOSE SHOWN. THE

CONDITIONS DURING CONSTRUCTION MAY VARY

CONDITIONS EXISTING AT THAT TIME. EXISTING

PERFORMED BY USACE AND REPRESENTS

DRAWINGS ARE FROM AND APRIL 2018 SURVEY

1. THE SURVEY CONDITIONS SHOWN ON THESE

NN

STATION 16+24

START REACH O

END REACH N

STATION 17+42

START REACH P

END REACH O

EDGE OF CONCRETE

STATION 11+20

START REACH M

END REACH M-1

EDGE OF CONCRETE

CROSS WALLS

EDGE OF CONCRETE

CROSS WALLS

OF SHEETPILE

EXISTING TOP

EDGE OF CONCRETE

OF SHEETPILE

EXISTING TOP

CROSS WALLS

CROSS WALLS

REACH M/N DIVIDE

MONOLITH JOINTS

EDGE OF CONCRETE

BREAKWATER CENTERLINE

CROSS WALLS

CROSS WALLS

STATION 10+44

START REACH M-1

END REACH M

STATION 11+44

START REACH M-1

END REACH M

STATION 11+94

START REACH M

END REACH M-1

EXISTING SHEETPILE

STATION 9+50

START REACH M

EDGE OF CONCRETE

EDGE OF CONCRETE

STATION 15+03

START REACH N

END REACH M

BREAKWATER CENTERLINE

EXISTING SHEETPILE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

...\Waukegan Harbor South Pier Resurfacing\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\_S

10:25:46 AM 6/14/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A N

S

O J E

C T C

O D

E

F

IL

E N

A M

E

W A

U K

E G

A N H

A R

B O

R

S O

U T

H P

IE

R B

R E

A K

W A

T E

R R

E S

U R

F A

C

IN

G

IC

A G

O D

IS

T R

IC

T

W P -1

-C -0

X

FINAL

IC

A G

O

IL

V-002

A R

K

J O

H N G

R O

B O

S K I, P .E

A N

F

-V -0

.d g n

W P -1

-B -0

S L

A S

A L L E S

T S

U

IT

E

A P

R

IL

U S

A C

E S

U R

V

Y

L

S L

IE

B

U S

H P .G

MAP OF TOPOGRAPHY

IN LAKE COUNTY, ILLINOIS

RANGE 12 EAST OF THE 3RD PRINCIPAL MERIDIAN,

PART OF SECTON 22, TOWNSHIP 45 NORTH,

OF

SURVEY NOTES:

3. DATE OF FIELD WORK: APRIL, 2018.

INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.

DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE THE REFERENCE PLANE AT RIMOUSKI, QUEBEC,

2. PROJECT DEPTHS, ELEVATIONS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE REFERRED TO LOW WATER

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

/2

WORK LIMITS

C-101

WORK LIMITS

WL-02

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:21:15 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

N

WAUKEGAN HARBOR

LAKE MICHIGAN

1. SEE STRUCTURAL SHEETS FOR DETAILS.

NOTES:

C .d g n

M A

T C

H L

IN

E T

O C -1

J

H N G

R O

B O

S K I, P .E

T

O

D E

M

J A

B

L E

S L

IE

B

U S

H P .G

A N

S I

D

/2

E X

IS

T

IN

G S

E C

T

IO

N S

T A

T

IO

N S

W P -1

-B -0

W P -1

-C -0

X

X

KEY MAP20' 40'0 20' 40'0

C-101

WORK LIMITSWORK LIMITS

C-102

WORK LIMITS

WL-05

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-102

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:11 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

N

WAUKEGAN HARBOR

LAKE MICHIGAN

J O

H N G

R O

B O

S K I, P

E

D E

M

C K

D B

Y

A N

S I

D

/2

M A

T C

H L

IN

E T

O C -1

E X

IS

T

IN

G S

E C

T O

IN

S S

T A

T

IO

N

1. SEE STRUCTURAL SHEETS FOR DETAILS.

NOTES:

M A

T C

H L

IN

E T

O C -1

T

O

WAUKEGAN HARBOR

KEY MAP

W P -1

-B -0

W P -1

-C -0

X

X

L E

S L

IE

B

U S

H P .G

20' 40'0

C .d g n

C-103

WORK LIMITS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:11 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

N

LAKE MICHIGAN

WAUKEGAN HARBOR

J O

H N G

R O

B O

S K I

D E

M

J A

G

A N

S I

D

M A

T C

H L

IN

E T

O S

H E

E T C -1

M A

T C

H L

IN

E T

O S

H E

E T C -1

E X

IS

T

IN

G S

E C

T

IO

N S S

T A

T

IO

N

C-103

/2

T

O

W

P -1

-B -0

W P -1

-C -0

X

X

1. SEE STRUCTURAL SHEETS FOR DETAILS.

NOTES:

KEY MAP

L E

S L

IE

B

U S

H P .G

20' 40'0

C .d

C-104

WORK LIMITS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-104

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:53 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

J O

H N G

R O

B O

S K I

D E

M

J A

G

A N

S I

D

E X

IS

T

IN

G S

E C

T

IO

N S

T A

T

IO

N S

1. SEE STRUCTURAL SHEETS FOR DETAILS.

NOTES:

M A

T C

H L

IN

E T

O S

H E

E T

M A

T C

H L

IN

E T

O S

H E

E T

N

/2

T

O

W P -1

-B -0

P -1

-C -0

X

X

KEY MAP

L E

S L

IE

B

U S

H P .G

WAUKEGAN HARBOR

LAKE MICHIGAN

20' 40'0

C .d

C-105

WORK LIMITS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-105

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:24:32 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

N

LAKE MICHIGAN

WAUKEGAN HARBOR

J O

H N G

R O

B O

S K I

D E

M

J A

G

A N

S I

D

/2

M A

T C

H L

IN

E T

O S

H E

E T C -1

1. STRUCTURAL DETAILS IN SHEETS .

NOTES:

T

O

E X

IS

T

IN

G S

E C

T

IO

N S

T A

T

IO

P -1

-B -0

W P -1

-C -0

X

X

M A

T C

H L

IN

E T

O S

H E

E T C -1

L E

S L

IE

B

U S

H P .G

KEY MAP

20' 40'0

C .d

C-106

WORK LIMITS

WL-04

WL-03

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:11 AM 6/14/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

N

LAKE MICHIGAN

WAUKEGAN HARBOR

M A

T C

H L

IN

E T

O S

H E

E T C -1

1. STRUCTURAL DETAILS IN SHEETS .

NOTES:

P -1

-B -0

W P -1

-C -0

X

X

C-106

J O

H N G

R O

B O

S K I

D E

M

J A

G

A N

S I

D

T

O

E X

IS

T

IN

G S

E C

T

IO

N S

T A

T

IO

N S

L E

S L

IE

B

U S

H P .G

/2

KEY MAP

20' 40'0

C .d

ARMOUR STONE

METAL STORAGE TANK

16.5' DIAMETER

STONE BREAK WATER

METAL WALL

CONCRETE PIER

ARMOUR STONE

CONCRETE PIER

RESTROOM

1 STORY FRAME

JOINT (TYP)

MONOLITHIC

JOINT (TYP)

MONOLITHIC

SHEET PILE AREAS

RAMP

FOUND CROSS

MAP OF TOPOGRAPHY

OF

IN LAKE COUNTY, ILLINOIS

RANGE 12 EAST OF THE 3RD PRINCIPAL MERIDIAN,

PART OF SECTON 22, TOWNSHIP 45 NORTH,

N

0 50 50 100FT

SCALE: 1''= 50'

O W

N

R E

C O

A W I

N G

B U I

L T

CONCRETE

RIP RAP BREAKWATER

CONCRETE CURB

CP 79-1

CP 7

CP 274

+0

10+00 15+00

+0

+0

+0

4+0

+0

+0

+0

+0

11+00 12+00 13+00 14+00 16+00 17+00

FOUND CROSS

E:1121740.0221

N:2074049.0444

SET IRON ROD WITH CAP

POT STA 0+00.00

CP 1

E:1123461.6596

N:2074462.6636

SET CUT CROSS

POT STA 18+15.64

CP 6

SET CUT CROSS

POT STA 4+69.30

CP 2

SET CUT CROSS

POT STA 8+30.28

CP 3

STA 11+19.1

STA 11+43.2

STA 11+91.0

STA 15+00.71

C O

N C

R E

T

L K

WATER

EDGE OF

P A

V E

M E

N T

A S

P H

A L

T

STA 17+42.14

SET CUT CROSS

POT STA 14+61.07

CP 14

FOUND CROSS

E:1122632.6498

N:2074469.2767

SET CUT CROSS

PI STA 9+86.60

CP 4

FOUND PK NAIL

FOUND CROSS

CP 79-2

STA 10+49.7

END CONCRETE LEDGE

D E

S I

G N

D A

T

B C D

E F G H

NUMBER:

REFERENCE

SHEET

D A

T E

D E

S C

R I

P T I

O N

D A

T E

A P

P R

O V

E D

A P

P R

O V

E D

S Y

M B

O L

S Y

M B

O L

US Army Corps of Engineers

Chicago District

U

G I

N E

S T

R I

C T

C O

R

F

G I

N E

E R

S

C H I

C A

G O

I

L L I

N O I

S

P L

T E

D

A T

E

F I

L E

N A

M E

F I

L E

N A

M E

S C

A L

E

C H

E C

K

D R

A

A B C D E F G H

A M

E N

D M

E

S C

R I

P T I

O N

D A

T E

J A

G

J A

G

J T J

N A

K A

S U

B M I

T T

W

P

C

C O

N T

R A

M B

E R

CONTROL POINT

SOUNDING WELL

MOORING POST

LADDER

LIGHT POLE

SIGN

TREE

BOLLARD

FENCE LINE

HAND RAIL

TREE LINE

MANHOLE

LEGEND

PUBLISHED ELEVATION 7.07

LOCATED FLUSH WITH THE SURFACE.

STATION 79-2: STANDARD ARMY CORPS DISK

PUBLISHED ELEVATION 6.25

ALUMINUM CAP.

LOCATED 8" BELOW SURFACE WITH AN

STATION 79-1: STANDARD ARMY CORPS DISK

BENCHMARKS: IGLD 85 THIRD ORDER

EAST ZONE, NORTH AMERICAN DATUM OF 1927.

COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM,

ALL AZIMUTHS ARE GRID; RECKONED FROM NORTH.

THE PROJECT AREA WAS NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP, OR

RIGHTS-OF-WAY OF RECORD.

THE INFORMATION SHOWN HEREON REPRENSENTS THE RESULTS OF A SURVEY

PERFORMED ON THE GROUND ON THE DATES NOTED.

DATE OF FIELD WORK: AUGUST 29, 2001.

SURVEY NOTES:

CONCRETE TRANSFORMER PAD

U K

E G

R B

O R

S O

U

S U

R F

A C I

N G

W A

U K

E G

R B

O R

I

L L I

N O I

S

O

C T

O B

E R

T O

P O

G R

A P

R V

E Y c-01

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:39:16 AM 6/14/2018

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

Final

H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

R-001R-001

W A

U K

E G

A N H

A R

B O

R

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N

IL

L

IN

IS

(O

T

O B

E R

T O

P O

G R

A P

H Y S

U R

V E

Y

FOR REFERENCE ONLY

J O

H N G

R O

B O

W S

K I, P .E

D E

M

L E

S L

IE

B

U S

H P .G

J A

G W

P -1

-C -0

X

X

J O

H N G

R O

B O

W S

K I, P .E

D E

M

J A

G

L E

S L

IE

B

U S

H P .G

A N

S I

D

W P -1

-B -0

/2

R -0

.d g n

R -0

.d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:41:19 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S-001

TO THE SITE FOR INSTALLATION.

4. ALL PLATE ASSEMBLAGES SHALL BE SHOP FABRICATED, UNLESS OTHERWISE NOTED, AND DELIVERED

SHALL OVERLAP THE JOINT PLATE THAT IS WELDED TO EACH END OF THE 8'-0" MIDDLE PLATE.

3. THE MIDDLE 8'-0" SHALL BE SET IN PLACE FIRST THEN THE TWO SIDE PLATES. THE SIDE PLATES

SHALL BE 8'-0" LONG.

BE 7'-10" LONG. FOR MONOLITHS GREATER THAN OR EQUAL TO 24.2 FEET LONG THE SIDE PLATES

MONOLITHS GREATER THAN 23.75 FEET AND LESS THAN 24.2 FEET LONG THE SIDE PLATES SHALL

2. FOR MONOLITHS LESS THAN 23.75 FEET LONG THE SIDE PLATES SHALL BE 7'-8" LONG. FOR

MONOLITH DIMENSIONS PRIOR TO THE FABRICATION OF THE STEEL PLATES.

THE MONOLITH (SEE NOTE 2). SEE SHEET C-02 FOR MONOLITH LENGTHS. FIELD VERIFY ALL

THE SAME LENGTH. THE SIDE PLATE LENGTHS SHALL BE DETERMINED BY THE LENGTH OF

1. EACH MONOLITH SHALL HAVE ONE MIDDLE 8'-0" LONG PLATE AND TWO SIDE PLATES OF

GENERAL STEEL PLATE NOTES:

W P -1

-C -0

P -1

-B -0

ASTM A 325 BOLTS SHALL NOT BE GALVANIZED.

CONFORMING TO ASTM F 436 SHALL BE PROVIDED UNDER NUTS.

SQUARE WITH CONNECTING MEMBERS. HARDENED WASHERS

INSTALLED AT THE PROPER LOCATION AND SET STRAIGHT AND

6. ALL BOLTS SHALL CONFORM TO ASTM A 325. ALL BOLTS SHALL BE

NOTED. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

5. ALL FABRICATION SHALL BE DONE IN THE SHOP UNLESS OTHERWISE

OF 50 KSI.

SHALL CONFORM TO ASTM A 108 WITH A MINIMUM YIELD STRENGTH

" DIAMETER 4" LONG AND 4

34. ALL HEADED STEEL STUDS SHALL BE

STRUCTURAL WELDING CODE FOR STEEL.

AMERICAN WELDING SOCIETY (AWS) AWS D1.1 (LATEST EDITION)

3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH

2. ALL THREADED ROD SHALL CONFORM TO ASTM A36.

1. ALL STEEL PLATE SHALL CONFORM TO ASTM A36.

STEEL NOTES:

S T

R U

C T

U R

A L N

O T

E S

SPECIFICATIONS, SECTION 02 41 00, DEMOLITION.

THE WATER. DISPOSAL SHALL FOLLOW THE GUIDELINES SET FORTH IN THE

6. CONCRETE REMOVED DURING CHIPPING SHALL NOT BE DISPOSED OF IN

AND THE EXISTING PIER.

5. CONSTRUCT THE TRANSITION RAMP BETWEEN THE LAST REPAIRED MONOLITH

" CHAMFER ON ALL EXPOSED CONCRETE EDGES.4

34. USE A

PLACEMENT.

SHALL BE CUT INTO THE NEW CONCRETE WITHIN 24 HOURS AFTER CONCRETE

3. SAW CUT CONTROL JOINTS AT INTERIOR PLATE JOINTS SHALL BE 3" DEEP AND

ADJACENT MONOLITHS IS PLACED.

CONCRETE SHALL BE ALLOWED TO CURE 5 DAYS BEFORE THE CONCRETE FOR

2. MONOLITH CONCRETE PLACEMENT SHALL BE CHECKER BOARDED. MONOLITH

1. CONCRETE TRUCKS ARE NOT ALLOWED ON THE PIER.

GENERAL NOTES:

MIDDLE 0F THE 8'-0" CENTER PLATE.

MONLITHS 36, 40, 43, 47, 51, 55, 59, 63 LADDERS ARE ATTACHED TO THE

2. LADDERS SHALL BE INSTALLED ON THE NORTH AND SOUTH SIDE OF

SAFETY YELLOW AFTER FABRICATION.

WELDED AND GRINDED SMOOTH. LADDERS SHALL BE SHOP PAINTED

A500 GRADE B. JOINTS AND CORNERS SHALL BE MITERED, GROOVE

1. ALL STURCTURAL TUBING FOR LADDERS SHALL BE 2x2x‚" ASTM

LADDER NOTES:

J

U N

E

MILWAUKEE #9087057.

TAKE THE AVERAGE OF CALUMET HARBOR #9087044 ANDwww.glakesonline.nos.noaa.gov/monitor.html. FOUND AT

4. LAKE WATER ELEVATIONS WILL FLUCTUATE. REAL TIME LAKE MICHIGAN WATER ELEVATIONS CAN BE

OF THIS REINFORCING IS UNKNOWN.

3. THERE IS SOME CONCRETE REINFORCING IN THE EXISTING CONCRETE HOWEVER THE DETAILS

EXPECT SECTIONS OF THE CRIB THAT MAYBE IN A DETERIORATED CONDITION.

THE UNDERLYING TIMBER CRIBS ARE OVER 100 YEARS OLD THEREFORE THE CONTRACTOR CAN

2. THE EXISTING PIER CONCRETE IS IN BAD SHAPE WITH LARGE PATCHES OF SPALLED CONCRETE.

SHALL PROTECT ALL FINISHED SECTION FROM DAMAGE DUE TO CONSTRUCTION EQUIPMENT.

SECTIONS DUE TO THE UNCERTAINTY OF THE UNDERLYING CONDITION OF THE PIER. THE CONTRACTOR

WITH A MAXIMUM LOAD LIMIT OF 200 PSF OVER UN-REPAIRED SECTIONS AND 400 PSF OVER FINISHED

1. VEHICLES ARE NOT ALLOWED ON THE PIER EXCEPT FOR CONSTRUCTION EQUIPMENT

EXITING PIER NOTES:

7. FIELD VERIFY ALL DIMENSIONS PRIOR TO PLATE FABRICATION ON OVERLAY CONSTRUCTION.

USING STAY IN PLACE FORMS, PLYWOOD CUT TO FIT OR OTHER TYPES OF BLOCKING.

6. PREP THE PIER BY PLUGGING HOLES AND GAPS IN THE PIER. THE CONTRACTOR HAS THE OPTION OF

DISPOSAL SHALL FOLLOW THE GUIDELINES SET FORTH IN THE SPECIFICATIONS, SECTION 02 41 00, DEMOLITION.

5. REMOVED CONCRETE SHALL NOT BE ALLOWED TO FALL INTO NOR SHALL IT BE DISPOSED OF IN THE LAKE .

4. REMOVE THE EXISTING CONCRETE CURBS AT THE END OF REACH O.

JACK HAMMERING OR OTHER MECHANICAL MEANS SHALL NOT TO BE IMPLEMENTED.

THE CONTRACTOR IS ONLY REQUIRED TO REMOVE LOSE CONCRETE THAT CAN BE REMOVED BY USING HAND TOOLS.

3. REMOVE LOOSE AND SPALLED CONCRETE SPECIFICALLY ALONG THE EDGES OF THE PIER ESPECIALLY ALONG REACH O.

2. REMOVE ANY VEGETATION GROWING ON THE PIER

EXISTING LADDERS PRIOR TO INSTALLING THE STEEL FACE PLATES AND PLACING NEW CONCRETE.

EXISTING SLAB. ALSO CUT-OFF AND REMOVE EXISTING MISCELLANEOUS METAL ITEMS, INCLUDING

1. CUT-OFF AND REMOVE ANY EXISTING CONCRETE REINFORCING THAT IS PROTRUDING FROM THE

REMOVAL AND PREPARATION NOTES:

F A

Y E L

E F F

L E

R

'-2

48'-6"±

"± TYP.2

124'-2 "± TYP.2

124'-2

TYPICAL MONOLITH LAYOUT

"±2 124'- 1 "±4

123'-8

8'-0""8 37'-9 "8

37'-9

"±8 52 "±8

24'-0" TYP.

"±8

524'-4 24'-0" TYP. 24'-0" TYP.

24'-0" TYP.

"±8 724'-

22'-9"±24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP.

24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP. 24'-0" TYP.

24'-0" TYP. 24'-0" TYP. "±4

171'-9

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:48:33 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S-101

E4

SCALE: 3/32" = 1' 0 8' 32'16'

PLAN STATION 9+98 TO 12+63

C4

PLAN STATION 12+63 TO 15+27

A4

PLAN STATION 15+27 TO 17+40

N

N

N

S T

R U

C T

U R

A L P

L A

N

A3 D3

A3

A3 A3

A3 A3

D3

REMOVE EXITING RAMP IN THIS AREA.

REACH M REACH N

REACH OREACH N

A3

24'-0" TYP.

REACH O REACH P EXISTING

24'-0" TYP.

RAMP DOWN TO EXISTING

CURB

LEVEL WITH OVERLAY, TYP.

REACH M REACH M-1 REACH MREACH M-1 REACH M-1 REACH MREACH M-1

F1

F4

PLATE, TYP.

8'-0" MIDDLE

PLATE, TYP.

7'-10"± SIDE

NOTE: SEE SHEET S-501 FOR TYPICAL PLATE DETAILS

NEW

REP

AIR

EXIS

TIN

G

REP

AIR

F8

F8

EXPANSION JOINT

F8

EXPANSION JOINT

F8

EXPANSION JOINT

F8

EXPANSION JOINT

W P -1

-B -0

W P -1

-C -0

X

X

DOGLEG SEE SHEET S-502.

S-301 S-304

S-301 S-304

S-301

S-503

S-503 S-503

S-503

S-301 S-302

S-302 S-303

S-503

S-503

S-503

MONOLIT

H 3

MONOLITH 36 MONOLITH 37

MONOLITH 38 MONOLITH 39MONOLITH 36

MONOLITH 40

MONOLITH 41 MONOLITH 42

"±2 124'-2

MONOLITH 43 MONOLITH 44 MONOLITH 45

MONOLITH 47 MONOLITH 48 MONOLITH 49 MONOLITH 50 MONOLITH 51 MONOLITH 52 MONOLITH 53 MONOLITH 54 MONOLITH 55 MONOLITH 56

MONOLITH 57 MONOLITH 58 MONOLITH 59 MONOLITH 60 MONOLITH 61 MONOLITH 62 MONOLITH 63 MONOLITH 64 MONOLITH 65

TYPICAL MONOLITH JOINT

TYPICAL SAW CUT JOINT

EXPANSION JOINT

MONOLITH 46

LEFT MIDDLE RIGHT

REACH P PARAPET WALL, TYP.

F2 S-504

TERMINATION RAMP SEE SHEET S-504.

J

U N

E

SEE NOTE 1.

A1 S-304

A5 S-304

SEE NOTE 2.

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND FABRICATION.

THE EDGE OF THE CANNEL, TYP.

IN THE WELL TO ACT AS A FORM. THE PLATE SHALL NOT PROTRUDE BEYOND

" STEEL PLATE UNDER THE CHANNEL AND 8

3SHEET PILE WELL TACK WELD A

2. IN REACH M1 SECTION WHEN THE STEEL C10x20 CHANNEL PASSES OVER A

DETERMINE FIT PRIOR TO FABRICATION, TYPICAL.

1. BUTT THE C10x20 ANGLE TO THE SIDE OF THE STEEL FACE PLATE. FIELD

NOTES:

D2 S-201

A2 S-201

D7 S-201

B7 S-201

F A

Y E L

E F F

L E

R

1'-3"1'-3" 7'-3"± 7'-3"±

1'-3" 1'-3"7'-3± 7'-3"±

1'-3" 1'-3"9'-0"± 9'-0"±

"±2 110'-7 "±2

110'-7

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:47:35 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S

S-201

L

P -1

-B -0

IS

T

IN

G P

IE

R R

E A

C H P

R O

F

IL

E S

W P -1

-C -0

X

D2

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

TYPICAL REACH M EXITING PROFILE

A2

TYPICAL REACH N EXITING PROFILE

D7

TYPICAL REACH O EXITING PROFILE

B7

TYPICAL REACH M1 EXITING PROFILE

C L

C L

C L

TOP OF PIER EL 585.6±

ELEVATION EL 580.90

APPROXIMATE LAKE

STONE FILL, TYP.

STONE FILL, TYP.

STONE FILL, TYP.

STONE FILL, TYP.

TOP OF PIER EL 585.6±

TOP OF PIER EL 585.6±

ELEVATION EL 580.90

APPROXIMATE LAKE

TOP OF PIER EL 585.3±

ELEVATION EL 580.90

APPROXIMATE LAKE

~WALLS 8'-0" OC, TYP.

CONCRETE CROSS

~WALLS 8'-0" OC, TYP.

CONCRETE CROSS

~WALLS 8'-0" OC, TYP.

CONCRETE CROSS

CONCRETE SLAB

SEE NOTE 2.

SEE NOTE 2.

SEE NOTE 2.

SEE NOTE 2.

PIER PROFILE, TYP.

APPROXIMATE ORIGINAL

IS 200 PSF.

3. THE MAXIMUM LOAD LIMIT FOR CONSTRUCTION EQUIPMENT ON UN-FINISHED SECTIONS OF THE EXISING PIER

INSTALLING THE STEEL FACE PLATES AND PLACING NEW CONCRETE.

2. CUT-OFF AND REMOVE EXISTING MISCELLANEOUS METAL ITEMS, INCLUDING EXISTING LADDERS PRIOR TO

OF MISCELLANEOUS METAL ITEMS.

SHALL FIELD VERIFY ALL DIMENSIONS AND PIER CONDITIONS PRIOR TO CONSTRUCTION, AND FABRICATION

INFORMATION AVAILABLE ON THE EXISTING PIER. CONDITIONS AND DIMENSIONS WILL VARY. THE CONTRACTOR

1. THE EXISTING PIER CROSS SECTIONS ARE BASED ON PROJECT MAPS LAST UPDATED IN 1984. THIS IS THE BEST

NOTES:

ELEVATION EL580.90

APPROXIMATE LAKE

J

U N

E

S-201

S-101

S-201

S-101

S-201

S-101

S-201

S-101

F A

Y E L

E F F

L E

R

7" 7"VARIES

"8

"2 11'-10

"4 14 1'-2" "4

"4

"8

8'-1" 8'-1"

1'-10" 1'-10"

1'-8"

"4

"4

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:46:57 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A3

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

TYPICAL REACH M REPAIR SECTION

F1

SCALE: 3/4" = 1' 2'0 1' 4' F3

SCALE: 3/4" = 1' 2'0 1' 4' F5

SCALE: 3/4" = 1' 2'0 1' 4' F8

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

TYPICAL LADDER DETAILTYPICAL LADDER DETAIL TYPICAL LADDER DETAIL TYPICAL LADDER DETAIL

A N

S I

D

S E

C T

IO

N S A

N D D

E T

A

IL

S

T Y

P

IC

A L R

E A

C H M

E G

S

D W

F

E G

S

S-301

EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 12" MINIMUM

" DIA. THREADED ROD. EPOXY GROUT 4

LOCATION TO PLUMB THE PLATE, TYP.

USE A DOUBLE NUT AT THIS

MOUNTING PLATE , TYP.

" THICK STEEL8

3 1" DIA. STEEL BAR, TYP.

CONCRETE, TYP.

OF THE BOLT PRIOR TO PLACING

AND GREASE THE THREADED END

NUT TO THE INSIDE OF THE PLATE

" DIA. A325 BOLT. TACK WELD THE4

C L

OF PIER

#5 @ 12", TYP.

#5 @ 6, TYP.

DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE

3" CLEAR COVER, TYP.

2" OF CLEAR COVER, TYP.

TOP OF EXISTING PIER.

A7

TYPICAL SECTION AND ELEVATION AT LADDERS

PROFILE, TYP.

ORIGINAL PIER

APPROXIMATE

@ 12" TYP.

#5 BENT BAR

5'-2" LONG

v

MINIMUM EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 1'-0"

" DIA. THREADED ROD EPOXY GROUTED4

T Y

P

IC

A L

A

A

" MOUNTING PLATE8

3A-A

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

1 TYP.

P -1

-B -0

W P -1

-C -0

X

X

S-301

S-101

ELEVATION ,TYP.

APPROXIMATE WATER

J

U N

E

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

1'-0" MINIMUM EMBEDMENT, TYP.

BEND @ 18" OC EPOXY GROUT IN PLACE,

2'-2" #5 BENT DOWEL WITH A 90 DEGREE

F A

Y E L

E F F

L E

R P

E

F1

S-301

F3

S-301

F5

S-301

F8

S-301

"2

111VARIES

"8

"2 11'-10

"4 14 1'-2" "4

"4

"8

8'-1" 8'-1"

1'-10" 1'-10"

1'-8"

"4

"4

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:46:06 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A3

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

TYPICAL REACH N REPAIR SECTION

F3

TYPICAL LADDER DETAIL TYPICAL LADDER DETAIL TYPICAL LADDER DETAIL

A N

S I

D

S E

C T

IO

N S A

N D D

E T

A

IL

S

T Y

P

IC

A L R

E A

C H N

E G

S

D W

F

E G

S

S-302

LOCATION TO PLUMB THE PLATE, TYP.

USE A DOUBLE NUT AT THIS

MOUNTING PLATE , TYP.

" THICK STEEL8

3 1" DIA. STEEL BAR, TYP.

CONCRETE, TYP.

OF THE BOLT PRIOR TO PLACING

AND GREASE THE THREADED END

NUT TO THE INSIDE OF THE PLATE

" DIA. A325 BOLT. TACK WELD THE4

C L

OF PIER

#5 @ 12", TYP.

#5 @ 6, TYP.

DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE

3" CLEAR COVER, TYP.

2" OF CLEAR COVER, TYP.

TOP OF EXISTING PIER.

PROFILE, TYP.

ORIGINAL PIER

APPROXIMATE

@ 12" TYP.

#5 BENT BAR

5'-2" LONG

T Y

P

IC

A L

MINIMUM EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 1'-0"

" DIA. THREADED ROD EPOXY GROUTED4

A

A

" MOUNTING PLATE8

3A-A

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

1 TYP.

P -1

-B -0

W P -1

-C -0

X

X

EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 12" MINIMUM

" DIA. THREADED ROD. EPOXY GROUT 4

S-302

S-101

J

U N

E

1'-0" MINIMUM EMBEDMENT, TYP.

BEND @ 18" OC EPOXY GROUT IN PLACE,

2'-2" #5 BENT DOWEL WITH A 90 DEGREE

S-302

S-302

S-302

S-302

S-302

S-302

S-302

S-302

F A

Y E L

E F F

L E

R P

E

F3

S-302

F5

S-302

S-302

111VARIES

"8

"2 11'-10

"4 14 1'-2" "4

"4

"8

1'-10" 1'-10"

1'-8"

"4

"4

9'-10" 9'-10"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:49:27 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A3

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

TYPICAL REACH O REPAIR SECTION

TYPICAL LADDER DETAIL TYPICAL LADDER DETAIL TYPICAL LADDER DETAIL

A N

S I

D

S E

C T

IO

N S A

N D D

E T

A

IL

S

T Y

P

IC

A L R

E A

C H O

E G

S

D W

F

E G

S

S-303

LOCATION TO PLUMB THE PLATE, TYP.

USE A DOUBLE NUT AT THIS

MOUNTING PLATE , TYP.

" THICK STEEL8

3 1" DIA. STEEL BAR, TYP.

CONCRETE, TYP.

OF THE BOLT PRIOR TO PLACING

AND GREASE THE THREADED END

NUT TO THE INSIDE OF THE PLATE

" DIA. A325 BOLT. TACK WELD THE4

C L

OF PIER

#5 @ 12", TYP.

#5 @ 6, TYP.

DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE DIMENSION TO OUTSIDE FACE OF THE STEEL PLATE

3" CLEAR COVER, TYP.

2" OF CLEAR COVER, TYP.

PROFILE, TYP.

ORIGINAL PIER

APPROXIMATE

@ 12" TYP.

#5 BENT BAR

5'-2" LONG

T Y

P

IC

A L

MINIMUM EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 1'-0"

" DIA. THREADED ROD EPOXY GROUTED4

A

A

" MOUNTING PLATE8

3A-A

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

" ASTM A500 GRADE B TUBING, TYP. 4

12x2x

1 TYP.

EXISTING PIER.

TOP OF

P -1

-B -0

W P -1

-C -0

X

X

EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 12" MINIMUM

" DIA. THREADED ROD. EPOXY GROUT 4

S-303

S-101

J

U N

E

1'-0" MINIMUM EMBEDMENT, TYP.

BEND @ 18" OC. EPOXY GROUT IN PLACE,

2'-2" #5 BENT DOWEL WITH A 90 DEGREE

S-303

S-303

S-303

S-303

S-303

S-303

S-303

S-303

F A

Y E L

E F F

L E

R P

E

F3

S-303

F5

S-303

S-303

17'-9 "2

17'-9

2'-6"4'-0" 2'-6" 4'-0"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:42:05 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

D3

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

A N

S I

D

S E

C T

IO

N S A

N D D

E T

A

IL

S

E G

S

D W

F

E G

S

S-304

C L

#5 @ 12", TYP.

3" CLEAR COVER, TYP.

2" OF CLEAR COVER, TYP.

T Y

P

IC

A L R

E A

C H M

-1

DIMENSION TO OUTSIDE FACE OF THE STEEL CHANNELDIMENSION TO OUTSIDE FACE OF THE STEEL CHANNEL

TYPICAL REACH M-1 REPAIR SECTION

P -1

-B -0

W P -1

-C -0

X

DETAIL

6"0 3" 1'SCALE: 3" = 1'

C10x20, TYP.

HEADED STEEL STUD, TYP.

" DIA. 4" LONG 4

1'-0" DOWEL EMBEDMENT, TYP.

S-304

S-101

J

U N

E

SIDE PLATE, TYP.

EXITING SHEET PILE WALL

DETERMINE FIT PRIOR TO CONSTRUCTION, TYP.

EXISTING SHEET PILE WALL SIDE PLATE. FIELD

STEEL FACE PLATE BUTT TO THE SIDE OF THE

TYPICAL M TO M1 CONNECTION AT AN EXPANSION JOINT

6"0 3" 1' A1

SCALE: 1 1/2" = 1'

EXPANSION JOINT AT M/M1

S-304

A5

SCALE: 1 1/2" = 1' 6"0 3" 1'S-304

EXPANSION JOINT DETAILS, TYP.

SEE F8/S-503 FOR TYPICAL

THE STEEL FACE PLATE AND THE C10x20, TYP.

SEALENT IN THE VERTICAL JOINT BETWEEN

PROVIDE A BACKER ROD AND JOINT

AND THE C10x20, TYP.

BETWEEN THE STEEL FACE PLATE

" JOINT MATERIAL2

1RUN THE

EXITING SHEET PILE WALL, TYP.

DETERMINE FIT PRIOR TO CONSTRUCTION, TYP.

EXISTING SHEET PILE WALL SIDE PLATE. FIELD

STEEL FACE PLATE BUTT TO THE SIDE OF THE

FABRICATION, TYP.

ANGLES PRIOR TO PLATE AND CHANNEL

VERIFY THE FIELD DIMENSIONS AND

EXITING SHEET PILE WALL, TYP.

SIDE PLATE, TYP.

EXITING SHEET PILE WALL

EPOXY GROUT INTO PLACE, TYP.

#5 BENT DOWELS @ 18" OC.

TYPICAL MONOLITH JOINT AT M/M1

ADJACENT FACE PLATE, TYP.

CLOSURE PLATE OF THE

BUTT THE C10x20 AGAINST THE

S-304

S-304

F A

Y E L

E F F

L E

R P

E

S-304

3"

"4

4"

"4 31'-3

2'-0"

8'-0"

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

4" 8" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4"

2"

8"

"8

"4

"4

"4

"8

"4

7" 7"

1'-4" 1'-4" 8" 1'-4" 1'-4"8"

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

"8 51'-3

4"

"4

3"

4" 2"

8'-0"

4" 4" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 4" 4" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8"

"8 37'-9

"8 37'-9

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:45:08 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S

S-501

D

IM

E N

S

IO

N S A

N D D

E T

A

IL

S

A2 SCALE: 1" = 1' 0 1' 2'6"

TYPICAL 8'-0" MIDDLE PLATE DETAILS

A6

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

TYPICAL SIDE PLATE DETAILS

STRAP ANCHOR DETAIL

SLOTTED HOLE

" STADARD 4

3 OF CL

CLOF FACE PLATE

JOINT PLATE

" THICK 8

JOINT PLATE

TYP. FOR

TO THE INSIDE FACE OF THE STEEL PLATE, TYP.

" THICK STRAP ANCHOR. SHOP OR FIELD WELDED 8

6"0 3" 1'F3

SCALE: 3" = 1'

LEVELING PLATE NOTCH DETAIL

6"0 3" 1'F5

SCALE: 3" = 1'

LEVELING PLATE NOTCH DETAIL

" TYP.4

1TO 3

W6x12 TRIMED

3 TYP.

F9

LADDER BOLT SPACING

CLOF 8'-0" CENTER FACE PLATE

CLOF FACE PLATE

MONLITHS TBA 100% SET.

ARE REQUIRED ONLY IN THE MIDDLE PLATES OF

BE SHOP DRILLED. LADDER BOLT HOLES

" BOLT HOLE. THE HOLES SHALL4

3STANDARD

A

SECTION A-A

A

A9

DRAWING

SCALE: NTS

B

B

SECTION B-B

" STANDARD SLOTTED HOLE, TYP.4

3" ANCHOR PLATE, TYP.8

P

IC

A L P

L A

T E

W P -1

-B -0

W P -1

-C -0

X

X

HEADED STEEL STUD, TYP.

" DIA. 4" LONG 4

ALIGNMENT T, TYP

NOTE: LEFT PLATE SHOWN OPPOSITE HAND FOR RIGHT PLATE

J

U N

E

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

F A

Y E L

E F F

L E

R P

E

F1

S-501

F3

S-501

F5

S-501

A9

S-501

"4

4"

"4 31'-3

4'-11"

1'-0" 1'-0" 1'-0" 1'-0" 11"

5'-0"

1'-4" 1'-4" 1'-4"4"

2"

6"

5" 1'-0" 1'-0" 1'-0" 1'-0" 7"

1'-6" 1'-4" 1'-1"

2"

4" 4"

2"

8" "2

2"

4"

1'-6" 1'-6"

"8 510'-

"8 31'- 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" "8

31'-

"4 12 "8

51'-3

4"

"2 14'-10

4" 4" 8" 8" 8" 8" 8" 8" "8 54 "4

35 9" 9" 8" 8" "8 18 7"

"2 14'-11

"8 510'-

"8 34 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" "8

"2 11'-6

"2 14 "8

55 "4 34 "8

53 "8 33 "8

53"2 14 "8

"8 31'-5

"8

8'- 0"

4'-

"4 37'-4

"8

7'-9"

2'-11"

1'-

7'-

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:44:20 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S

S-502

D

IM

E N

S

IO

N S A

N D D

E T

A

IL

S

T Y

P

IC

A L D

O G

L E

G P

L A

P -1

-B -0

W P -1

-C -0

X

X

.6

E2

DOGLEG PLAN

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

A

A

SECTION A-A

A3

NORTH DOGLEG PLATE

B

B

CL

SECTION B-B

E6

EAST DOGLEG PLATE

A6

SOUTH DOGLEG PLATE

PLATE, TYP.

" THICK JOINT 8

SLOTTED HOLE

" STADARD 4

3 OF

JOINT PLATE

TYP. FOR

SEE NOTE 1.

FIELD VERIFY THE ANGLE PRIOR TO FABRICATION.

ANGLE INDICATED IN THE PLAN VIEW. GROOVE WELD AND GRIND SMOOTH.

1. SHOP WELD THE TWO DOGLEG PLATE SECTIONS TOGETHER AT THE

NOTES:

" STANDARD SLOTTED HOLE, TYP.4

" ANCHOR PLATE, TYP.8

STUD, TYP.

HEADED STEEL

" DIA. 4" LONG 4

NOTE 1.

SEE

J

U N

E

F A

Y E L

E F F

L E

R P

E

F5

S-501

A9

S-501

F1

S-501

A6

S-501

E6

S-502

A3

S-502

A6

S-502

S-501

FROM THE JOINT, TYP.

TERMINATE THE REINFORCING 2"

FROM THE JOINT, TYP.

TERMINATE THE REINFORCING 2"

M A

T C

H E

X

IS

T

IN

G P

IE

R W

ID

T

H

24'-0"

6'-0" CHIP OUT TO CREATE NOTCH

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:15:19 PM 6/29/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S-503

P

IC

A L D

E T

A

IL

S

BETWEEN MONOLITHS, TYP.

USE BOND BREAKER

SHEET S-301 FOR DETAILS, TYP.

NEW CONCRETE OVERLAY, SEE

F4

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

TYPICAL SAW CUT JOINT

SCALE: 1 1/2" = 1'

TYPICAL MONOLITH JOINT

1' 2'0 6"

3" DEEP SAW CUT, TYP.

SCALE: 1 1/2" = 1'

TYPICAL EXPANSION JOINT

1' 2'0 6"

JOINT SEALANT, TYP.

BACKER ROD, TYP.

2" FROM EITHER SIDE OF THE SAW CUT, TYP.

TERMINATE THE TOP REINFORCING MATS

W P -1

-B -0

W P -1

-C -0

X

X

S-503

S-101

S-503

S-101

S-503

S-101

B2

SCALE: 3/8" = 1' 4'0 2' 8'

A2

SCALE: 3/8" = 1' 4'0 2' 8'

A6 S-503

SCALE: 3/8" = 1' 4'0 2' 8'

A6

S-503

S-503

" TOOLED EDGE, TYP. 2

JOINT FILLER, TYP.

" EXPANSION2

" TOOLED EDGE, TYP. 2

EXISTING PIER

TRANSITION RAMP EXISTING PIER

SLOPE DOWN TO EXSTING PIER

STEEL FACE PLATE, TYP.

MONOLITH

LAST REPARIED

REINFORCEMENT, TYP

6x6 W3.5 WELDED WIRE F8

EXPANSION JOINT

S-503

2" CLEAR COVER, TYP.

SAW CUT JOINT, TYP.

PIER, TYP.

TOP OF EXISTING

J

U N

E

F A

Y E L

E F F

L E

R P

E

TRANSITION RAMP PLAN (OPTION 3)

TRANSITION RAMP ELEVATION (OPTION 3) TRANSITION RAMP SECTION (OPTION 3)

NOT BE NECESSARY. SEE SHEET G-003.

NOTE: IF ALL THE CONTRACT OPTIONS 1, 2, AND 4 ARE AWARDED THIS RAMP WILL

5'-6" "8 712'-7 "8

31'-6

8'-0" CHIP OUT TO CREATE NOTCH

2'-8" "8 77'-3 2'-8"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:42:58 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S-504

P -1

-B -0

W P -1

-C -0

X

X

A2 S-504

T E

R M

IN

A T

IO

N D

E T

A

IL

S

R E

A C

H O

A2

TRANSVERSE SECTION

F2

SCALE: 1/2" = 1'

LONGITUDINAL SECTION

0 2' 4'1'

S-504

S-504

S-504

S-101

PLATE DETAILS, TYP.

SEE SHEET S-303 FOR REACH O

#5 @ 12", TYP.

MONOLITH 64

F8

EXPANSION JOINT

S-503

J

U N

E

ON SHEET S-303, TYP.

REINFORMENT SHOWN

MATCH THE REACH O SLAB

EPOXY GROUT INTO PLACE, TYP.

#5 BENT DOWELS @ 18" OC. 1'-0" EMBEDMENT.

#5 BENT BAR @ 12" TYP.

2 - #5 BARS, TYP.

COVER, TYP.

2" CLEAR

EXISTING RAMP DOWN TO REACH P

F A

Y E L

E F F

L E

R

"±2 17'-3

"4 14'-5

"8 511 4" "8

31'-1 "8 31'-1 4" "8

"4 16 "8

56 "8 31'-1 "8

31'-1 6" "8

"2 14'-2

"8 54 "4

2'-2" "8

2"

"2

5'-0"

"2

"8 51'-5 "8

31'-10 1'-6"

4"

2"

2 "

"2

2"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

E N

A M

E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:50:28 PM 6/25/2018

Final

W A

U K

E G

A N

IL

L

IN

O

IS

S O

U T

H P

IE

R R

E S

U R

F A

C

IN

G

W A

U K

E G

A N H

A R

B O

R

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

S .d g n

A N

S I

D

E G

S

D W

F

E G

S-505

P -1

-B -0

W P -1

-C -0

X

X

J

U N

E

IN

T

E R

F A

C E C

O R

N E

R D

E T

A

IL

S

R E

A C

H N A

N D O

A2

A2

SECTION

SCALE: 1" = 1' 0 1' 2'6"S-505

E3

PLAN AT CORNER

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

PLAN

A4

A4

2'0 1' 4'SCALE: 3/4" = 1'S-505

A7

ALIGNMENT T, TYP

NOTE: SEE SHEET S-501 FOR TYPICAL PLATE DETAILS

A7 S-505

BACK FORM PLATE DETAILS

C L

STITCH WELD

BRACE, TYP.8

3L6x6x

SUPPORT ANGLE, TYP.8

3L4x4x

SUPPORT ANGLE, TYP.8

3L4x4x

" ANCHOR PLATE, TYP.8

STUD, TYP.

HEADED STEEL

" DIA. 4" LONG 4

PLATE, TYP.

" MOUNTING 8

PLATE, TYP.

" MOUNTING 8

PRIOR TO HANGING THE FACE PLATE, TYP.

BRACE. SHIM AS NECESSARY TO LEVEL8

3L6x6x

" BENT STEEL PLATE, TYP.8

ANGLE, TYP.

SUPPORT 8

3L4x4x

FACE PLATE MITER JOINT, TYP.

MITER THE CORNER. SHOP OR FIELD WELD

FACE PLATE MITER JOINT, TYP.

MITER THE CORNER. SHOP OR FIELD WELD

SEE NOTE 1.

EXISTING PIER

FACE OF

ELEVATION

BRACE, TYP.8

3L6x6x

C L

HOLE, TYP.

" DIA BOLT 2

HOLE, TYP.

" DIA BOLT 2

" DIA SLOTTED HOLE, TYP.2

REINFORCING SPACING, TYP.

REINFORCING TO PASS. MATCH

1" DIA HOLE TO ALLOW THE SLAB

HOLE, TYP.

" DIA BOLT 2

MINIMUM EMBEDMENT, TYP.

INTO THE EXISTING STRUCTURE. 1'-0"

" DIA. THREADED ROD EPOXY GROUTED4

3. MOVE ARMOR STONE AS NECESSARY TO INSTALL THE FACE PLATES, TYP.

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.

1. REMOVE AND SHAPE THE TOP EDGE OF THE PIER AS NECESSARY TO FIELD FIT THE BACK FORM.

NOTES:

FACE PLATE DETAILS

BRACE

E7

SCALE: 1" = 1'

E9 S-505

E9

SECTION

TYP.

FACE PLATE, TYP.

" THICK FORM 8

TYP.

F A

Y E L

E F F

L E

R