W912P621B0012_Waukegan_Harbor_Breakwater_Repairs_RTA_Plans(19-May-2021).pdf

LOCATION

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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WAUKEGAN HARBOR BREAKWATER REPAIRS

NN NN

LOCATION MAP VICINITY MAP

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

SHEET INDEX

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WAUKEGAN, IL REFERENCE - BREAKWATER SECTIONS R-001 19.

NORTH PIER LADDERS S-505 18.

WEST END TRANSITION S-504 17.

BREAKWATER RESURFACING RAMP DETAILS S-503 16.

BREAKWATER RESURFACING CAP AND JOINTS S-502 15.

ARMOR PLATE DETAIL 14. S-501

DETAIL SECTION 13. S-302

TYPICAL SECTION 12. S-301

TYPICAL PROPOSED MONOLITH PLAN S-101 11.

EXISTING CONIDTION AND DEMOLITION 10. SD-301

TYPICAL BREAKWATER SECTIONS 9. C-501

BREAKWATER CROSS SECTIONS C-301 8.

SOUTH PIER LADDER SITE PLAN 7. C-103

NORTH BREAKWATER REACH E C-102 6.

SITE PLAN C-001 5.

BATHYMETRY V-002 4.

SURVEY CONTROL AND BENCHMARKS V-001 3.

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTES G-002 2.

LOCATION AND VICINITY MAP G-001 1.

REFERENCENUMBER

TITLE SHEET SHEET

W912P6-21-B-0012

W P -2

-B -0

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:

ATR TEAM LEADER DATE CHIEF, DESIGN BRANCH

APPROVED BY:

APPROVAL RECOMMENDED BY:

PROJECT MANAGER

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

DATE

DATE

JOHN GROBOSKI, P.E.

CERTIFIED FINAL DOCUMENTS - RTA

DUSTIN TELLINGHUISEN

MIKE NGUYEN

CERTIFIED FINAL DRAWINGS - RTA

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

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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

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

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

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

TREE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

UTILITY POLE

DETAIL INDICATOR

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

W.L. AT '( )

DRAWING AREA TITLE INDICATOR

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WEATHER STATION

SECTION INDICATOR

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WORK LIMITS

MONOLITHIC JOINT

WATER EDGE

PIER OUTLINE

ONLY. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO BID.

BREAKWATER CREST. PICTURES OF THE BREAKWATER ARE PROVIDED ON SHEET C501 FOR REFERENCE

4. AS OF JUNE 2020 CURRENT LAKE LEVELS ARE ABOVE THE EXISTING ARMOR STONE AND NEAR THE

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

VERTICAL DATUM 1988 (NAVD) REFERENCE PLANE.

WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE THE NORTH AMERICAN

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

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS

W P -2

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CERTIFIED FINAL DOCUMENTS - RTA

X-###

X#

X-###

X#

79-7

NORTH PIER

SOUTH PIER

79-2

79-3

79-4

NORTH BREAKWATER

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HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

N

100 0 100 200

SCALE IN FEET

LEGEND

SURVEY CONTROL POINT

LWD

PILE

WOOD

PILE

RIP-RAP

UNDER CONST.

LIGHTHOUSE

E 640657.29

N 2075595.85

584.82

V-795

E 640030.76 V-1023 583.91

N 2075706.68

H-105

BEACON

ELEV. 584.27

E 640182.42

N 2074661.37

BEACON H-104

V-792

H-103

ELEV. 586.34

E 638279.03 N 2075083.34

587.00 V-1021

E 638537.12 N 2075154.54

BEACH AREA

2075000 N OLD PILINGS

639000 E 2074000 N

641000 E640500 E

BEACH AREA

640000 E2076000 N

639500 E

639000 E

PILE

PILE

JUNK PILE

PILE

JUNK

WOOD

PILE

PILE

PILE

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D

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638500 E

2075500 N

BEACH AREA

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2074500 N

LAKE MICHIGAN

STANDARD ARMY CORPS DISK6.9584.451 1122631.93 2074476.6079-2

STANDARD ARMY CORPS DISK7.97585.58 1124760.34 2074460.5479-3

STANDARD ARMY CORPS DISK5.9583.507 1125464.83 2075084.8179-4

STANDARD ARMY CORPS DISK8.13585.628 1123254.88 2074734.8779-7

584.491

N 2074476.60 E 1122631.93

N 2074460.54

E 1124760.34

ELEV. 585.576

N 2075084.81 E 1125464.83

ELEV. 583.507

N 2074734.87

E 1123254.88

ELEV. 585.628

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REFERENCED TO NGS MONUMENTS DG8501

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE

AMERICAN VERTICAL DATUM 1988 (NAVD), AS INDICATED.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO NORTH

AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS

THE BID.

THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT

FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER

REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING

FROM AN APRIL 2020 SURVEY PERFORMED BY USACE AND

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE

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EXISTING SURVEY CONDITIONS

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SCALE: 1" = 100' 100' 200'0

WORK IS COMPLETED.

REPLACE ANY MATERIAL TEMPORARILY MOVED FOR ACCESS, AFTER THE REPAIR 4.

PRIOR TO DISPLACEMENT OF THE SUBSTRATE.

IN THE EVENT OF TEMPORARY "DIG-IN", NOTIFICATION TO USACE IS REQUIRED 3.

REGIONAL GENERAL PERMIT 11.

SPECIFICATION 01 57 20.01 03 ENVIRONMENTAL PROTECTION FOR ILLINOIS AND

CONTRACTOR MAY TEMPORARILY DIG IN ACCESS IN ACCORDANCE WITH 2.

CONSTRUCTION.

CHANGE. CONTRACTOR TO VERIFY BATHYMETRY FOR ACCESS, PRIOR TO

SURVEY DATA IS IN NAVD88 AND FROM JUNE 2020 . CONDITIONS ARE SUBJECT TO 1.

W P -2

-B -0

A C

H E

- 271'

R E A C

H F

- 588'

REACH A - 398'

REACH C - 299'

REACH D - 238'

REACH K - 998'REACH J - 444'

SITE ACCESS VIA E. SEAHORSE DR.

SITE ACCESS VIA E. SEAHORSE DR.

LOCATION OF BREAKWATER REPAIR

(OPTION 3)

LOCATION OF LADDER INSTALLATION

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CERTIFIED FINAL DOCUMENTS - RTA

SECURE STAGING AND STORAGE AREA WITH TEMPORARY FENCING.7.

COORDINATE MOORING ACCESS WITH PORT OF WAUKEGAN.

WORK IS ANTICIPATED TO BE PERFORMED USING MARINE EQUIPMENT. 6.

NOT EXCEED A TEMPORARY LOADING OF 150 PSF ON ANY USACE STRUCTURE.

STRUCTURAL ENGINEER IN THE STATE OF ILLINOIS. THE CONTRACTOR SHALL

MOBILIZATION. ANALYSIS MUST BE STAMPED AND APPROVED BY A LICENSED

TO SUPPORT THE EQUIPMENT SHALL BE SUBMITTED FOR APPROVAL PRIOR TO

ON A USACE STRUCTURE, ANALYSIS PROVING THE STRUCTURE'S SUFFICIENCY

USACE STRUCTURES. IF THE CONTRACTOR PLANS TO PLACE ANY EQUIPMENT

CONTRACTOR WILL BE RESPONSIBLE FOR ANY TEMPORARY LOADINGS ON ANY 5.

SNOW FENCE OR SIMILAR.

CONTRACTOR SHALL RESTRICT PUBLIC ACCESS TO PROJECT WORK LIMITS VIA 4.

TO THE BREAKWATER. VEHICLES ARE NOT ALLOWED ON ACCESS PATH.

EXISTING FOOT PATH IS AVAILABLE TO CONTRACTOR PERSONNEL FOR ACCESS 3.

D. CONTRACTOR MAY NOT DISTURB EXISTING VEGETATION AND HABITAT.

DUNE AND WETLAND HABITAT IS PRESENT SURROUNDING REACHES A, B, C, AND 2.

HAVE BEEN BURIED BY SAND AND VEGETATION.

BOLLARDS AND CABLE RAILING ARE PRESENT ALONG REACH A. PORTIONS 1.

MONOLITH 1-6 (BASE)

MONOLITH 9-10 (OPTION 2)

MONOLITH 7-8 (OPTION 1)

23'32' 27'27'27'27'27'27'27'27'

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US Army Corps

U .S

A R

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C-102

A N

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D

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C -1

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NOTES

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R E

A K

W A

T E

R R

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A

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A N

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N O

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E A

C H E

SECTION

REPAIRED

PREVIOUSLY

15' 30'0

NORTH

PLAN

T R

U E N

SITE PLAN SHEET

SCALE: 1" = 15'

ACCORDANCE WITH 03 30 30 - CAST-IN-PLACE CONCRETE.

POUR HAS CURED FOR A MINIMUM OF 10 DAYS. PLACEMENT SHALL BE IN

4. CONTRACTOR MAY NOT POUR CONSECUTIVE MONOLITHS UNTIL PREVIOUS

3. REMOVE AND DISPOSE OF EXISTING PROJECT SIGN

ARMOR PLATING.

EXISTING STEEL ARMOR PLATING. REMOVE AND DISPOSE OF EXISTING STEEL

2. A PORTION OF REACH E HAS BEEN PREVIOUSLY REPAIRED, AND CONTAINS

ON CONTRACTOR FIELD MEASUREMENTS.

PURPOSES. CONTRACTOR TO VERIFY IN THE FIELD. BASE SHOP DRAWINGS

1. APPROXIMATE MONOLITH DIMENSIONS ARE AS INDICATED FOR BIDDING

W P -2

-B -0

WORK LIMITS

LADDER PLACEMENT

LADDER PLACEMENT

LADDER PLACEMENT

LADDER PLACEMENT

LADDER PLACEMENT

LADDER PLACEMENT

100100100100100 50

S O

L

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

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C-103

A N

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C -1

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SCALE: NTS

NOTES

U K

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A R

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A K

W A

T E

R R

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A

IR

S /2

P R

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SITE PLAN LADDER PLACEMENT

W A

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OPTION 3

NORTH

PLAN

W P -2

-B -0

CERTIFIED FINAL DOCUMENTS - RTA

FEET FROM THE OUTERMOST TIP OF THE BREAKWATER

LADDERS TO BE INSTALLED EVERY 100 FEET WITH END LADDER INSTALLED 50 4.

PORT DISTRICT

3. COORDINATE LADDER INSTALLATION WITH MARINERS THROUGH WAUKEGAN

RESTRICT PUBLIC ACCESS TO THE PIER DURING INSTALLATION OF LADDERS2.

1. SEE STRUCTURAL SHEETS FOR INSTALLATION DETAILS

L

IC

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D B

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E L E

V A

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N N

A V

D

0 10 20 30-10-20

0+54.0000

E L E

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N N

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0 10 20 30-10-20

0+81.0000

E L E

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0 10 20 30-10-20

1+35.0000

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2+16.0000

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2+70.0000

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2+94.0000

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0 10 20 30-10-20

3+19.0000

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E

A N

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C-301

N T

R A

C T N

U M

B

/2

C H

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A G

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L

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S L

A S

A L L E S

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C -3

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A

A

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B R

E A

K W

A T

E R C

R O

S S S

E C

T

IO

N S

STONE.

THE AREA OF REPAIRS TO INCLUDE THE CONCRETE MONOLITHS AND ARMOR

CONTRACTOR SHALL PERFORM PRE- AND POST-CONSTRUCTION SURVEYS IN 2.

VERIFY EXISTING CONDITIONS PRIOR TO BID.

SHEET C102 AND C501 FOR EXTENT OF ARMOR STONE. CONTRACTOR TO

WHICH IS PRESENT, IS NOT REPRESENTED IN THESE CROSS SECTIONS. SEE

SURVEY REPRESENTS EXISTING MONOLITH CONDITIONS ONLY. ARMOR STONE, 1.

W P -2

-B -0

22'-0"

10'-0"

7'-8"

CONC. CAISSON

REINFORCED

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D B

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L.W.D. 577.5

584.2

NORTH BREAKWATER

REACH E

HARBORLAKE FILL

STONE

VARIES

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N T

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C -5

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E4

A

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IS

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IS

H

R A ,P

E

C1

SCALE: NTS

EXISTING ARMOR PLATING AT FIRST MONOLITH OF REACH ENORTH BREAKWATER REACH E - LOOKING SOUTHEAST

NORTH BREAKWATER REACH E - LOOKING NORTHWEST

W A

U K

E G

A N

IL

D4

NORTH BREAK WATER REACH E

SCALE: NTS

PLACEMENT OF CONCRETE

CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY FORM WORK DURING 7.

MUST COMPLY WITH USACE ENGINEER MANUAL 385-1-1, AS APPLICABLE.

ANCHORS INDICATED BELOW THE WATER SURFACE. METHOD SELECTED

CONTRACTOR MAY DETERMINE THE MEANS NECESSARY TO INSTALL 6.

20.01 03 - ENVIRONMENTAL PROTECTION FOR ILLINOIS

REMOVE AND DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH 01 57 5.

STRUCTURES

ACCORDANCE WITH 35 31 19 STONE MATERIALS PROTECTION FOR

REPLACE STONE CONSISTENT WITH THE PRE-CONSTRUCTION SURVEY IN 4.

PLACEMENT.

HYDROGRAPHIC SURVEY OF THE STONE PRIOR TO REMOVAL AND AFTER

IN THE EVENT OF TEMPORARY REMOVAL OF ARMOR STONE, PERFORM 3.

REQUIRED.

REMOVAL AND REPLACEMENT OF TOE STONE FOR CONSTRUCTION MAY BE

ARMOR STONE IS PRESENT AT THE TOE OF THE BREAKWATER. TEMPORARY 2.

VERIFY LENGTHS OF MONOLITHS IN THE FIELD1.

GENERAL NOTES

W P -2

-B -0

7'-8"

22'-0"

S O

L

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K E

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D R

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IS

S

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SHEET ID

A

B

C

D

E

F

G

1 98765432

SAW CUT LINE, 6" DEEP

SAW CUT LINE, 6" DEEP

ASSUMED STONE FILL

HARBORLAKE MICHIGAN

VARIFY IN FIELD

APPROX. STONE LOCATION.

(VERIFY IN FIELD)

Low Water Datum (577.5 IGLD 85)

VENTS ACCORDINGLY.

CAST IN PLACE CONCRETE. DISPOSE OF

WITH GROUT IN ACCORDANCE TO 03 30 00

OF PIER AFTER DEMOLITION AND SEALED

BE REMOVED TO BE FLUSH WITH THE TOP

EXISTING GROUT VENTS TO

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E F F

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A T

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J E

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M Y H

A R

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S

D -3

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A N H

A R

B O

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T E

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E P

A

IR

S /2

F A

Y E L

E F F

L E

R P .E

W A

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A N H

A R

B O

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A K

E W

A T

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A R

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IS

SD-301SD-301

B2

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

SECTION VIEW OF BREAKWATER EXISTING CONDITIONS AND DEMOLITION

GENERAL NOTES

J H

A A

J H

A A

E X

IS

T

IN

G C

O N

D

IT

IO

N S A

N D D

E M

O L

IT

IO

N E

X

IS

T

IN

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N D D

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N

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A N

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TEMPORARY RELOCATE TOE STONES AS NEEDED FOR CONSTRUCTION2.

BE REMOVED ABOVE THE CUT AND ACROSS THE CAP AS SHOWN

SAW CUTS WILL BE MADE AS INDICAED AND SIX INCHES OF CONCRETE WILL 1.

W P -2

-B -0

/4

/1

/4

1/3 OF MONOLITH

27' (+/-)

S O

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N N

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D B

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D E

S C

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IP

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S

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B M

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T E

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D A

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C T N

O

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K E

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IS

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SHEET ID

A

B

C

D

E

F

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1 98765432

LAKE MICHIGAN

HARBOR

ARMOR PLATE

C L

(VERIFY IN FIELD)

SAW CUT, SEE SHEET S-502 FOR DETAILS

FOR DETAILS

SEE SHEET S-502

3/4" JIONT, TYP.

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C O

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C T I

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A G

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L

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S L

A S

A L L E S

T S

U

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C H

IC

A G

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T R

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E F F

L E

R P .E

S-101

J H

J E

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M Y H

A R

R

IS

A A

S -1

.d

U K

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A N H

A R

B O

R B

R E

A K

W A

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R R

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A

IR

S /2

F A

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E F F

L E

R P .E

S-101

J H

A A

J E

R E

M Y H

A R

R

IS

B2

TYPICAL PROPOSED MONOLITH PLAN

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

NORTH

PLAN

T Y

P

IC

A L P

R O

P O

S E

D M

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L A

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Y P

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N

W A

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A N H

A R

B O

R B

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W A

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R W

A U

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G A

N H

A R

B O

R B

R E

A K

W A

T E

R

W A

U K

E G

A N

IL

W P -2

-B -0

6"8'-7 9/16 "6"

/2

S O

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N N

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N E

D B

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D E

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A

M A

R K

S

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S U

B M

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T E

D B

Y

D A

T E

C O

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R A

C T N

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C H

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K E

D B

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D R

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B

C

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6" RAD.

EL: 585.26

LOW WATER DATUM (577.5 IGLD 85)

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C H

IC

A G

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T R

Y E L

E F F

L E

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A N H

A R

B O

R B

R E

A K

W A

T E

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S-301

J H

J E

R E

M Y H

A R

R

IS

A A

S -3

.d

U K

E G

A N H

A R

B O

R B

R E

A K

W A

T E

R R

E P

A

IR

S /2

F A

Y E L

E F F

L E

R P .E

W A

U K

E G

A N H

A R

B O

R B

R E

A K

W A

T E

R

S-301

J H

A A

J E

R E

M Y H

A R

R

IS

B2

SCALE: 3/4" = 1'

T Y

P

IC

A L S

E C

T

IO

N T

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IC

A L S

E C

T

IO

N

LAKE MICHIGAN HARBOR

2'0 1' 4'

W A

U K

E G

A N

IL

2. EXISTING BREAKWATER IS UNEVEN. SLAB THICKNESS MAY VARY.

REFER TO SHEET S-302 FOR DETAILS1.

GENERAL NOTES

TYPICAL SECTION OF BREAKWATER RESURFACING

W P -2

-B -0

#6 @ 12", TYP.

3" COVER, TYP.

3" COVER, TYP.

6"

/2

GRADE EPOXY ADHESIVE, TYP.

INSTALL WITH UNDERWATER

16" O.C.

#6 BENT DOWEL, MIN 24" IMBEDMENT

M

IN

S O

L

IC

IT

A T

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N N

O

D E

S

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N E

D B

Y

D E

S C

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IP

T

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N 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

A

B

C

D

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+7.76'

3/8" x 4" x 4" WASHER PLATE, TYP.

c L

LOW WATER DATUM (577.5 IGLD 85)

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10"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"10"

1'-0"1'-9 1/2 "1'-9 1/2 "1'-9 1/2 "1'-9 1/2 "1'-0"

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6"

2 1/2 "

1 1/2 "

5 1/2 "

" 1 /2

3"

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®of Engineers

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ANCHOR STRAP, TYP,

1" SLOTTED HOLE

6" SHEAR STUD

4" SHEAR STUD

3/4" THICK ARMOR PLATE

3/8"

TYPICAL FOR

JOINT FINISH

3/8" THICK

3/8"

TYPICAL FOR

ANCHOR STRAP

6" SHEAR STUD

6" RAD.

GRADE EPOXY ADHESIVE, TYP

MIN 24" EMBEDMENT, INSTALL WITH UNDERWATER

1 1/2" STAINLESS STEEL THREADED ROD,

CONTINUOUS SEAL IS MAINTAINED.

ANCHORS SO LONG AS THE

MAY TRIMM TO ALLOW FOR

ACROSS PLATE. CONTRACTOR

FLEXIBLE SEALANT CONTINUOUS

3/16"

TYP.

3/4" THICK BACKER PLATE

6" WIDE CENTERED ON THE JOINT

3/8"

TYP.

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SCALE: 1" = 1'

SCALE: 1" = 1'

0 1' 2'6" 0 1' 2'6"

0 1' 2'6"

0 1' 2'6"

ANCHOR NOTCH DETAIL JOINT PLATE CONNECTION DETAIL ANCHOR DETAIL ANCHOR STRAP DETAIL

ARMOR PLATE DETAIL

ARMOR PLATE DETAIL

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EDGE OF LAST RESURFACED MONOLITH.

WELD CAP PLATE TO ARMOR PLATE AT

ADJUST ARMOR PLATE ACCORDINGLY

THE END SURFACE OF THE CONCRETE.

PLATE SURFACE TO BE FLUSH WITH

SEE SHEET S-503 FOR TRANSITION DETAILS

3/4" EXPANSION JOINT

2" FROM EXPANSION JOINT

TERMINATE REINFORCEMENT 1/2" TOOLED EDGE

JOINT SEALANT, TYP.

BACKER ROD, TYP.

/2

12" O.C. (CENTERED)

GREASED ONE SIDE @

COATED SMOOTH DOWEL

1" DIA BY 18" LONG EPOXY 2" FROM JOINT

TERMINATE REINFORCEMENT

BACKER ROD

OVER 3/8" DIA.

JOINT SEALANT

1/4" SAWCUT

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PROFILE OF RESURFACED MONOILITH

6" SHEAR STUD

3"3"

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PLUG ON OUTSIDE EDGE

FILLET ON INSIDE CORNER

JOINTS

MATCHING THE EXISTING SXPANSION

PLACED AT ALL MONOLITHS AND

NOTE: EXPANSION JOINTS TO BE

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®of Engineers

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U .S

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STEEL CAP ELEVATION

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E6

SCALE: NTSS-502

E1 CONTRACTION CONTROL JOINT (CCJ)

CERTIFIED FINAL DOCUMENTS - RTA

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S-502

18'-0"

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SLOPE DOWN TO EXISTING BREAKWATER

LAST RESURFACED MONOLITH

LAST RESURFACED MONOLITH

EXPANSION JOINT

EXISTING BREAKWATER

SAW CUT, TYP.

6x6 W3.5 WELDED WIRE

REINFORCEMENT, TYP.

9" EMBEDMENT

#6 EMBEDMENT @ 18" O.C.

2" COVER, TYP.

STEEL ARMOR CAP. SEE SHEET S-502 FOR DETAILS

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TYPICAL TRANSITION PLAN AT EAST TERMINATION

TYPICAL TRANSITION DETAIL AT EAST TERMINATION

CERTIFIED FINAL DOCUMENTS - RTA

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EXISTING BREAKWATER

RESURFACED BREAKWATER

PLACE STEEL END CAP. SEE SHEET S-502 FOR END CAP DETAILS

CUT EXISTING STEEL ARMOR TO BE FLUSH WITH NEW CONCRETE

APPROX. EXISTING PIER

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GENERAL NOTES

CONCLUDES.

MAY BE REMOVED TO FACILITATE WORK AND BE REPLACED WHEN WORK

A SIGN EXISTS ON THE WEST EDGE OF THE EXISTING BREAKWATER. SIGN 3.

ALTERATION.

EXISTING EXPANSION JOINT. PLATE DIMENSIONS MAY NEED SLIGHT

MATCH EXPANSION JOINT ON EAST END OF THE FIRST MONOLITH WITH 2.

STEP IS TO BE FREE OF ANY JAGGED EDGES OR OBSTRUCTIONS.

THE BREAKWATER. CONCRETE CORNERS ARE TO BE CHAMFERED AND THE

TRANSITION IS INTENDED TO PROVIDE A USER FRIENDLY STEP ON AND OFF 1.

A2

F2

PROPOSED WEST TRANSITION

WEST TRANSITION DETAIL

SCALE: 1/2" = 1'

SCALE: 1/2" = 1'

0 2' 4'1'

0 2' 4'1'

NORTH

PLAN

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3"

1'-0"

3"

10'-6"

1'-11"

2'-0"

3 1/2 "

5" 5"

1/2 "

1/2 "

7"

1'-1"

1'-1"

3"

3'-7"

3'-2"

2'-6"

1'-0"

1 3/4 "

1/2 "

2'-0"

6"

1 3/4 "

3/4 "

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2" x 2" x 1/4" ASTM A500 GRADE B TUBING, TYP.

2" x 2" x 1/4" ASTM A500 GRADE B TUBING, TYP.

EXISTING 3/8" STEEL ARMOR PLATE

MIN. EMBEDMENT, TYP.

EPOXY GROUTED, 20"

STAINLESS STEEL ROD

3/4" DIAMETER THREADED

MIN. EMBEDMENT, TYP.

EPOXY GROUTED, 12"

STAINLESS STEEL ROD

3/4" DIAMETER THREADED

3/8" KICKER PLATE

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LADDER SUPPORT DETAIL

SCALE: NTSS-505

B6

C1

C6

F1

D6

F5

C1

F7

1.

2.

GENERAL NOTES

ALL CONNECTIONS SHALL BE 1/8" FILLET WELDS UNLESS OTHERWISE STATED.

LADDER SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS

NORTH PIER LADDER ELEVATION NORTH PIER LADDER ELEVATION

TYP. 3/8" MOUNTING PLATE 3/8" LADDER SUPPORT

2'0 1' 4' 2'0 1' 4'

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F7

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F7

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PILING

STEEL

12 BP 53

CONSTRUCTED 1964

227' ACCESS WALK

WALE

STEEL SHEET PILING

13'-4" CTRS.

BUTTRESS WALLS

CONCRETE

STEEL SHEET PILING

22'-0"

10'-0"

7'-8"

CONC. CAISSON

REINFORCED

40'-0"

ANCHOR PILE

TIE ROD

EARTH FILLEARTH FILL

PILING

Z-27 STEEL SHEET

4' 5'-3"6'-0"7'-6" 6'-0"5'-3" 4'-0"

30'-7"

CONCRETE

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S

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N E

D B

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D E

S C

R

IP

T

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N

A

M A

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S

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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

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D B

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D R

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F

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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 S

-25

-27

-18

0.0 L.W.D. 576.8

+3.5'

+7.0'

REVETMENT

YEAR OF COMPLETION 1956

REACH AT G

CHANNEL

0.0L.W.D. 576.8

-15.9'

+6.1'

SHORE CONNECTION

HARBORLAKE

YEAR OF COMPLETION 1931

REACH AT A

0.0

+6.1'

L.W.D. 576.8

UNKOWN

SHORE CONNECTION

D = 16'-9"

C = 14'-5"

B = 12'-1"

LAKE HARBOR

YEAR OF COMPLETION 1931

REACHES B,C AND D

L.W.D. 577.5

584.2

NORTH BREAKWATER

REACH E

HARBORLAKE FILL

STONE

VARIES

+7.1'

+2.0'

L.W.D. 576.8

-28' TO 33.5'

NORTH PIER

REBUILT: 1961

ORIGINAL STRUCTURE REMOVED.

REACH AT J

CHANNEL

STONE

RIPRAP

3 TON AVE.

1 TO 6 TON

L.W.D. 576.8

1.5 1.5

0.0

+3.1'

+7.1'

STONE

RIPRAP

3 TON AVE.

1 TO 6 TON

4.4'

NORTH BREAKWATER

REBUILT 1977

CONCRETE SUPR BUILT 1931

YEAR OF COMPLETION 1904

REACH F

LAKE HARBOR

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