Certified Plans - Port Washington North Breakwater Repairs.pdf

© 2024 Microsoft Corporation Earthstar Geographics SIO © 2023 TomTom

PROJECT LOCATION

PROJECT LOCATION

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PORT WASHINGTON, WISCONSIN, OZAUKEE COUNTY

BREAKWATER REPAIR FY23

PORT WASHINGTON HARBOR

W912P624B0001

SEPTEMBER 2023

TBD

CHICAGO DISTRICT

CERTIFIED FINAL DOCUMENTS - RTA

BREAKWATER CROSS SECTIONS STA 21+00 TO STA 24+00 C-30610

BREAKWATER CROSS SECTIONS STA 17+00 TO STA 21+00 C-3059

BREAKWATER CROSS SECTIONS STA 13+00 TO STA 16+00 C-3048

BREAKWATER CROSS SECTIONS STA 1+00 TO STA 6+00 C-3037

PROPOSED BREAKWATER REPAIR SECTIONSC-3026

TYPICAL BREAKWATER SECTIONSC-3015

BREAKWATER SITE PLANC-1014

WORKLIMITSG-0033

LEGEND & SYMBOLSG-0022

TITLE, LOCATION AND VICINITY MAPSG-0011

REFERENCENUMBER

TITLE SHEET SHEET

SHEET INDEX

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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

REVIEWED BY:

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

APPROVED BY:

APPROVAL RECOMMENDED BY:

DATE

DATE DATECHIEF, DESIGN BRANCH

14 DEC 2023/S/ JOHN GROBOSKI, P.E.14 DEC 2023/S/ WAIVED

PROJECT MANAGER

14 DEC 2023/S/ PATRICK KENNEDY

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GENERAL NOTES LEGEND

FENCE

LAKE BED GRANT

STANDARD 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

RAILROAD LINE

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOW WATER LEVELLWL

HORIZONTALH

HIGH WATER LEVELHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

ARMY CORPS OF ENGINEERSACOE

LINE STYLES

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

EDGE OF WATER

-10 DESIGN CONTOUR

EXISTING CONTOUR-11

REPLACED IN KIND AT NO COST TO THE GOVERNMENT.

ACCOMODATE CONSTRUCTION ACTIVITY OR DAMAGED DURING CONSTRUCTION ACTIVITY SHALL BE

COST TO THE GOVERNMENT, ANY PAVEMENT, UTILITY, OR OTHER FACILITY WHICH IS REMOVED TO

DAMAGE AND IF DAMAGED, SHALL BE REPLACED TO THE SATISFACTION OF THE OWNER AND AT NO

12. EXISTING STRUCTURES, SIGNAGE, AND OTHER FACILITIES TO REMAIN SHALL BE PROTECTED FROM

FEDERAL LAWS AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION DEBRIS OFF-SITE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF EXCAVATED MATERIALS AND

AUTHORIZED REPRESENTATIVE OF ANY SIGNIFICANT DISCREPANCIES.

LOCATIONS AND ELEVATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S

10. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, WORK.

9. CONTRACTOR IS REPSONSIBLE FOR OBTAINING ANY LOCAL PERMITS REQUIRED TO PERFORM THE

MANUAL EM 385-1-1.

8. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

DESCRIBED IN SECTION 01 57 19.03 TEMPORARY ENVIRONMENTAL CONTROLS WISCONSIN.

7. THE CONTRACTOR MUST KEEP ALL STREET CLEAN AND CLEAR OF MUD, STONES DEBRIS, ETC AS

CONSTRUCTION GRADE AND CONDITIONS AT THE COMPLETION OF WORK.

6. ALL STAGING, STORAGE AND TEMPORARY EASEMENT AREAS SHALL BE RESTORED TO PRE-

MUST BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

DESIGNED TO BE REMOVED WITHIN THE WORK LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION

5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE NOT

SPECIFICATION SECTION 01 11 00 FOR A SUMMARY OF WORK.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS. REFER TO

3. THE CONTRACTOR MUST CALL WISCONSIN DIGGERS HOTLINE AT 1-800-242-8511.

2. THE VERTICAL DATUM SHALL BE BASED ON INTERNATIONAL GREAT LAKE DATUM IGLD85.

ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE WISCONSIN STATE PLANE COORDINATE SYSTEM, SOUTH

WORK LIMITS

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REACH E 335'

REACH E-1 130'

REACH D-1 770'

REACH D 220'

REACH C 216.4'

REACH B 324.6'

REACH A 541'

D1

SCALE: 1" = 200'

PORT WASHINGTON SITE ACCESS

NORTH

100' 0" 200' 0" 400' 0"0

WL01

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WL05WL06

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STAGING & STORAGE

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83-7

78-4

B-2

78-A

78-S

B/W LIGHT

E. SBH

B/W LIGHT

W. SBH

LIGHT

N B/W

89-1

LIGHT

S B/W

LAKE MICHIGAN

83-4

83-5

83-3

78-5

78-3

83-2

78-6

BM

N

78-7

N

N

78-C

78-B

78-D

78-8

PT. "O"

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GENERAL NOTES

MEAN WATER LEVEL AT FATHER POINT QUEBEC.

LAKES DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5 FEET ABOVE

SOUNDING DEPTHS AND CONTOURS ARE REFERENCED TO THE GREAT 3.

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. (GEOID 12b).

CONTROL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN 2.

1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF

ALL COORDINATES SHOWN ARE REFERENCED TO THE WISCONSIN STATE 1.

LEGEND

FEDERAL CHANNEL LIMITS

STAGING AREA

WORK LIMITS

SITE ACCESS

© 2024 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

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A1

SCALE: 1" = 80'

PORT WASHINGTON BREAKWATER SITE PLAN

NORTH

40' 0" 80' 0" 160' 0"0

STA. 0+00 TO 3+35

REACH E 335'

STA. 3+35 TO 4+65

REACH E-1 130'

STA. 4+65 TO 12+35

REACH D-1 770'

STA. 12+35 TO 14+55

REACH D 220'

STA. 14+55 TO 16+71.4

REACH C 216.4'

STA. 16+71.4 TO 19+96

REACH B 324.6'

STA. 19+96 TO 25+37

REACH A 541'

REACH 'E' STA. 0+00

BEGIN BASE WORK

REACH 'A' STA. 24+80

END BASE WORK

REACH 'D' STA. 12+35

BEGINNING BASE WORK

REACH 'C' STA. 14+55

BEGIN BASE WORK

REACH 'D' STA. 14+55

END BASE WORK

REACH 'E-1' STA. 4+65

END BASE WORK

STA. 3+35

BEGIN BASE WORK 'E-1'

END BASE WORK REACH 'E'

REACH 'B' STA. 16+71.4

BEGIN BASE WORK

REACH 'C' STA. 16+71.4

END BASE WORK

REACH 'A' STA. 19+96

BEGIN BASE WORK

REACH 'B' STA. 19+96

END BASE WORK

STAGING & STORAGE

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STRUCTURE. NO STONE PLACEMENT AROUND THE LIGHTHOUSE IS ALLOWED.

PERFORMED SHALL END AT STA 24+80 BEFORE THE LIGHTHOUSE

STATIONING FOR REACH A INLCUDES THE LIGHTHOUSE BUT WORK 5.

THE PROJECT LIMITS. THERE IS A PUBLIC BOAT LAUNCH AT THE HARBOR.

CONTRACTOR VESSELS MAY BE MOORED INSIDE THE BREAKWATER WITHIN 4.

AGAINST BARGE DISPLACEMENT MEASUREMENTS.

USING MULTI-BEAM SONAR EQUIPMENT, TO VERIFY QUANITITES PLACED

CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEYS 3.

RECREATIONAL VESSELS DURING CONSTRUCTION.

CONTRACTOR SHALL ACCOMMODATE THE PASSAGE OF COMMERICAL AND 2.

CONTRACTOR TO VERIFY CURRENT CONDITIONS IN THE FIELD.

CONDITIONS SHOWN MAY DIFFER FROM CURRENT CONDITIONS. 1.

GENERAL NOTES

LEGEND

WORK LOCATION

STAGING AREA

C-301/302

F1

C-301/302

K1

C-302

E1

C-301

A1

C-302

A1

C-301

A12

C-302

A11

C-301

K11

C-302

E11

C-301

F12

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SINGLE WALL TYPE

STEEL SHEET PILES

BUTTRESS

-11' TO -17'

5'

VARIES 3.5' MIN.

1.5'

15'

RIP-RAP

EXISTING

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

10'-0"

6'-2"

1'-0 "1'-0"

8'-0"22'-0"8'-0"

7'-0" 2'-7"

'-6

10'-0"

6'-2"

8'-0" 20'-0" 8'-0"

1'-0

'-6

2'-7" 7'-0"

3'-0" 16'-2 7/8 " 3'-0"

TYPE

PILES ARCH CELL

STEEL SHEET

-19' TO -27'

K1

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

EXISTING SECTION 'A' NORTH BREAKWATER

E1

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

EXISTING SECTION 'B' NORTH BREAKWATER

A1

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

EXISTING SECTION 'C' NORTH BREAKWATER

A11

SCALE: 3/16" = 1'-0"

EXISTING SECTION 'E-1' NORTH BREAKWATER

E11

SCALE: 3/16" = 1'-0"

EXISTING SECTION 'E' NORTH SHORE CONNECTION

4' 0" 8' 0" 16' 0"0

4' 0" 8' 0" 16' 0"0

4' 0" 8' 0" 16' 0"0

4' 0" 8' 0" 16' 0"0

4' 0" 8' 0" 16' 0"0

SECTION 'D' NORTH BREAKWATER

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

K11

/4

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A D

U D

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

+7.0'

L.W.D 577.5

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

-17'

"E" STONE

BEDDING "C" STONE

CLAYCLAY

MIN. ELEV. +4

CREST ELEV. VARIES

LWD 577.5

1/ 2:

S

LO

PE

+2.25'

+8.0'

L.W.D

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

577.5

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

+8.0'

+2.25'

577.5 L.W.D

1/ 2:

SLO

PE

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

1 1/2 :1 SLO

PE

+8.0'

+2.25'

577.5 L.W.D

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

-27'

1/ 2:

SLO

PE

+7.0'

1 1/2:1 SLO

PE

L.W.D 577.5

+7.5'

GENERAL NOTES

1. EXISTING TYPICAL SECTIONS BASED UPON ORIGINAL DESIGN.

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

LWD 577.5

TOP OF CAISSON.

BREAKWATER 1'-6'' BELOW

SUPERSTRUCTURE ON SOUTH

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:4

/2 /2

4..

B re a k w a te r R e p a ir

F Y

-4

-6

D

L D

\4

-6

D

L D

C

-3

.d g n

3'-0" 16'-2 7/8 " 3'-0"

TYPE

PILES ARCH CELL

STEEL SHEET

-19' TO -27'

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

10'-0"

6'-2"

1'-0 "1'-0"

8'-0"22'-0"8'-0"

7'-0" 2'-7"

'-6

10'-0"

6'-2"

8'-0" 20'-0" 8'-0"

1'-0

'-6

2'-7" 7'-0"

SINGLE WALL TYPE

STEEL SHEET PILES

BUTTRESS

5'

VARIES 3.5' MIN.

1.5'

15'

RIP-RAP

EXISTING

SECTION 'D' NORTH BREAKWATER

K11

4' 0" 8' 0" 16' 0"0K1

PROPOSED REPAIRS - SECTION 'A' NORTH BREAKWATER

4' 0" 8' 0" 16' 0"0E1

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

PROPOSED REPAIRS - SECTION 'B' NORTH BREAKWATER

A1

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

PROPOSED REPAIRS - SECTION 'C' NORTH BREAKWATER

E11 SCALE: 3/16" = 1'-0"

PROPOSED REPAIRS - SECTION 'E' NORTH SHORE CONNECTION

4' 0" 8' 0" 16' 0"0A11

SCALE: 3/16" = 1'-0"

PORPOSED REPAIRS - SECTION 'E-1' NORTH BREAKWATER

4' 0" 8' 0" 16' 0"0

4' 0" 8' 0" 16' 0"0

VOIDS WITHIN THE EXISTING FOOTPRINT.

GRADATION OF 6-10 TONS TO FILL

PLACE STONE OF RECOMMENDED

THE EXISTING FOOTPRINT.

OF 1.7-2.9 TONS TO FILL VOIDS WITHIN

PLACE STONE OF RECOMMENDED GRADATION

VOIDS WITHIN THE EXISTING FOOTPRINT.

GRADATION OF 6-10 TONS TO FILL

PLACE STONE OF RECOMMENDED

VOIDS WITHIN THE EXISTING FOOTPRINT.

GRADATION OF 6-10 TONS TO FILL

PLACE STONE OF RECOMMENDED

THE EXISTING FOOTPRINT.

OF 1.7-2.9 TONS TO FILL VOIDS WITHIN

PLACE STONE OF RECOMMENDED GRADATION

THE EXISTING FOOTPRINT.

OF 6-10 TONS TO FILL VOIDS WITHIN

PLACE STONE OF RECOMMENDED GRADATION

VOIDS WITHIN THE EXISTING FOOTPRINT.

GRADATION OF 6-10 TONS TO FILL

PLACE STONE OF RECOMMENDED

/4

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

T A

P O

R T

W A

S H

IN

G

T O

N

W

IS

C O

N S

IN

O Z

A U

K E

E C

O U

N T

Y

B R

E A

K W

A T

E R

R E

P A

IR

F

Y

P O

R T

W A

S H

IN

G

T O

N H

A R

B O

R

W P

B

S E

P T

E M

B E

R

T B

D

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

P R

O J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

.E

P R

O P

O S

E D

B R

E A

K W

A T

E R

R E

P A

IR

S

E C

T

IO

N S

C-302

J S

U T

T O

N

A D

U D

E K

-6

D

L D

C

-3 .d g n

-6

D

L D

A D

U D

E K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

-27'

1/ 2:

SLO

PE

+7.0'

1 1/2:1 SLO

PE

L.W.D 577.5

+7.5'

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

HARBOR SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

LAKE SIDE

HARBOR SIDE

+2.25'

+8.0'

L.W.D

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

577.5

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

+8.0'

+2.25'

577.5 L.W.D

1/ 2:

SLO

PE

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

1 1/2 :1 SLO

PE

+8.0'

+2.25'

577.5 L.W.D

+7.0'

L.W.D 577.5

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

-17'

"E" STONE

BEDDING "C" STONE

CLAYCLAY

MIN. ELEV. +4

CREST ELEV. VARIES

LWD 577.5

1/ 2:

S

LO

PE

GENERAL NOTES

CROSS SECTION SHOWN AS DEPICTED FROM ORIGINAL DESIGN. 3.

19 STONE MATERIALS PROTECTION FOR STRUCTURES.

THE LIMITS AND TOLERANCES. INSTALL STONE IN ACCORDANCE WITH 35 31

WILL DETERMINE THE EXTENT TO WHICH PLACEMENT IS POSSIBLE WITHIN

THE DIAGRAM REFLECTS THE DESIGN LIMITS, ACTUAL STONE DIMENSIONS 2.

COMMENCEMENT OF WORK.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATION PRIOR TO 1.

LWD 577.5

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:2

/2 /2

4..

B re a k w a te r R e p a ir

F Y

-4

-6

D

L D

\4

-6

D

L D

C

-3

.d g n

5'

VARIES 3.5' MIN.

1.5'

15'

RIP-RAP

EXISTING

SINGLE WALL TYPE

STEEL SHEET PILES

BUTTRESS

-11' TO -17'

SINGLE WALL TYPE

STEEL SHEET PILES

BUTTRESS

-11' TO -17'

VARIES 14'-26'

5'

5'

1.5'

3.5'

RIPRAP

EXISTING

ELECTRIC CONDUIT

WAVE ABSORBER

RUBBLE MOUND

VARIES 14'-26'

5'

5'

1.5'

3.5'

RIPRAP

EXISTING

ELECTRIC CONDUIT

WAVE ABSORBER

RUBBLE MOUND

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

R T

W A

S H

IN

G

T O

N

W

IS

C O

N S

IN

O Z

A U

K E

E C

O U

N T

Y

B R

E A

K W

A T

E R

R E

P A

IR

F

Y

P O

R T

W A

S H

IN

G

T O

N H

A R

B O

R

W P

B

S E

P T

E M

B E

R

T B

D

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

O

J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

A

T

O

B R

E A

K W

A T

E R

C R

O S

S S

E C

T

IO

N S

C-303

J S

U T

T O

N

A D

U D

-6

D

L D

C

-3 .d g n

-6

D

L D

A D

U D

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

1+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

570 570

580 580

590 590

2+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

560 560

570 570

580 580

590 590

3+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

550 550

560 560

570 570

580 580

590 590

4+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

550 550

560 560

570 570

580 580

-50

"E" STONE

BEDDING "C" STONE

CLAYCLAY

MIN. ELEV. +4

CREST ELEV. VARIES

LWD = 577.5

1/ 2:

S

LO

PE

+7.0'

L.W.D = 577.5

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

-17'

NORTH SHORE CONNECTION

SECTION - E

BUILT: 1934

+7.0'

L.W.D = 577.5

1 1/2:1 SLO

PE

1/ 2:

SLO

PE

-17'

NORTH SHORE CONNECTION

SECTION - E

BUILT: 1934

7+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

550 550

560 560

570 570

580 580

590 590

8+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

550 550

560 560

570 570

580 580

590 590

CREST +12'

PARAPET

+7'±

"E" STO

N E

-10

LWD = 577.5

BREAKWATER

CELL

"C" STONE

"F" STO

N E

1.5

CREST +12'

PARAPET

+7'±

"E" STO

N E

-10

LWD = 577.5

BREAKWATER

CELL

"C" STONE

"F" STO

N E

1.5

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

10' 20'0

GENERAL NOTES

REFERENCE FOR STONE PLACEMENT REQUIREMENTS.

1. SHEET C-303 - C-308 ARE FOR CONTRACTOR

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:5

/2 /2

4..

B re a k w a te r R e p a ir

F Y

-4

-6

D

L D

\4

-6

D

L D

C

-3

.d g n

5/16 " 1 5/8 " 5/16 "

5/16 " 1 5/8 " 5/16 "

10'-0"

6'-2"

8'-0" 20'-0" 8'-0"

" 1'-0

'-6

2'-7" 7'-0"

10'-0"

6'-2"

8'-0" 20'-0" 8'-0"

" 1'-0

'-6

2'-7" 7'-0"

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

R T

W A

S H

IN

G

T O

N

W

IS

C O

N S

IN

O Z

A U

K E

E C

O U

N T

Y

B R

E A

K W

A T

E R

R E

P A

IR

F

Y

P O

R T

W A

S H

IN

G

T O

N H

A R

B O

R

W P

B

S E

P T

E M

B E

R

T B

D

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

O

J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

A

T O

B R

E A

K W

A T

E R

C R

O S

S S

E C

T

IO

N S

C-304

J S

U T

T O

N

A D

U D

-6

D

L D

C

-3 .d g n

-6

D

L D

A D

U D

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

13+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

14+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

15+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

16+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

-27'

1/ 2:

SLO

PE

+7.0'

1 1/2:1 SLO

PE

L.W.D = 577.5

+7.5'

-27'

1/ 2:

SLO

PE

+7.0'

1 1/2:1 SLO

PE

L.W.D = 577.5

+7.5'

1/ 2:

SLO

PE

1 1/2 :1 SLO

PE

+8.0'

+2.25'

L.W.D = 577.5

1/ 2:

SLO

PE

1 1/2 :1 SLO

PE

+8.0'

+2.25'

L.W.D = 577.5

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

10' 20'0

GENERAL NOTES

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:3

/2 /2

4..

B re a k w a te r R e p a ir

F Y

-4

-6

D

L D

\4

-6

D

L D

C

-3

.d g n

10'-0"

6'-2"

1'-0 "1'-0"

8'-0"22'-0"8'-0"

7'-0" 2'-7"

'-6

10'-0"

6'-2"

1'-0 "1'-0"

8'-0"22'-0"8'-0"

7'-0" 2'-7"

'-6

10'-0"

6'-2"

1'-0 "1'-0"

8'-0"22'-0"8'-0"

7'-0" 2'-7"

'-6

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

R T

W A

S H

IN

G

T O

N

W

IS

C O

N S

IN

O Z

A U

K E

E C

O U

N T

Y

B R

E A

K W

A T

E R

R E

P A

IR

F

Y

P O

R T

W A

S H

IN

G

T O

N H

A R

B O

R

W P

B

S E

P T

E M

B E

R

T B

D

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

O

J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

A

T O

B R

E A

K W

A T

E R

C R

O S

S S

E C

T

IO

N S

C-305

J S

U T

T O

N

A D

U D

-6

D

L D

C

-3 .d g n

-6

D

L D

A D

U D

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

17+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

18+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

19+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

20+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

+8.0'

+2.25'

L.W.D = 577.5

1/ 2:

SLO

PE

1 1/2:1 SLO

PE

+8.0'

+2.25'

L.W.D = 577.5

1/ 2:

SLO

PE

1 1/2:1 SLO

PE

+8.0'

+2.25'

L.W.D = 577.5

1/ 2:

SLO

PE

1 1/2:1 SLO

PE

+2.25'

+8.0'

L.W.D = 577.5

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

10' 20'0

GENERAL NOTES

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:2

:5

/2

/2

4..

B re a k w a te r R e p a ir

F Y

-4

-6

D

L D

\4

-6

D

L D

C

-3

.d g n

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

24'-0"

10'-0"

6'-2"

7'-0"

'-6

8'-0"

TOP OF CAISSON.

BREAKWATER 1'-6" BELOW

SUPERSTRUCTURE ON SOUTH

1'-0 "1'-0"

2'-7"

A N

S I

D

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T S

R

R T

W A

S H

IN

G

T O

N

W

IS

C O

N S

IN

O Z

A U

K E

E C

O U

N T

Y

B R

E A

K W

A T

E R

R E

P A

IR

F

Y

P O

R T

W A

S H

IN

G

T O

N H

A R

B O

R

W P

B

S E

P T

E M

B E

R

T B

D

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

O

J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

A

T O

B R

E A

K W

A T

E R

C R

O S

S S

E C

T

IO

N S

C-306

J S

U T

T O

N

A D

U D

-6

D

L D

C

-3 .d g n

-6

D

L D

A D

U D

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®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

21+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

22+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

23+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

24+00

-50 -40 -30 -20 -10 0 10 20 30 40 50

540 540

550 550

560 560

570 570

580 580

590 590

+2.25'

+8.0'

L.W.D = 577.5

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

+2.25'

+8.0'

L.W.D = 577.5

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

+2.25'

+8.0'

L.W.D = 577.5

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

+2.25'

+8.0'

L.W.D = 577.5

1 1/2:1 SLO

PE 1

1/ 2:

SLO

PE

TWO RECTANGULAR CAISSONS.

BREAKWATER, CONSISTS OF

FEET OF SECTION A, NORTH

NOTE: OUTER 54 LINEAR

LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE LAKE SIDE HARBOR SIDE

LAKE SIDE HARBOR SIDE

10' 20'0

GENERAL NOTES