Drawings-ChicagoHarborBreakwater_FY17-Certified_Final_Plans.pdf

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SHEET INDEX

NN NN

LOCATION MAP VICINITY MAP

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

PROJECT MANAGER

CHIEF, DESIGN BRANCH

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:

ATR TEAM LEADER

/S/

/S/ pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\COVER SHEET h6tecdb9 8/18/2017 MicroStation

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CHICAGO DISTRICT

CHICAGO, ILLINOIS

CHICAGO HARBOR

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PROJECT LOCATION

PROJECT LOCATION

W912P6-17-B-0010

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

BREAKWATER REPAIR REACH C - FY17

TIMBER CRIB DETAILS AND GROUT HOLE LOCATIONSC-1047.

BREAKWATER TYPICAL SECTIONC-1036.

BREAKWATER SITE PLAN RECORD OF GROUT PLACEMENT STA. 40+96 TO STA. 30+96 C-1025.

BREAKWATER WORK LIMITS STA. 40+96 TO STA. 30+96C-1014.

SURVEY CONTROLV-0013.

STAGING AND STORAGE AREA G-0022.

LOCATION MAP, VICINITY MAP AND SHEET INDEX,G-0011.

REFERENCENUMBER

TITLE SHEET SHEET

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CERTIFIED FINAL DOCUMENTS - RTA WP12PB-17-B-0010

18 AUG 2017

18 AUG 2017MIKE NGUYEN

18 AUG 2017JOSEPH J. SCHIMIDT, P.E.

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US Army Corps pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\STAGING AND STORAGE AREA h6tecdb9 8/18/2017 MicroStation

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AT ALL TIMES

EXISTING GATES

ALLOW ACCESS TO

BOX AT ALL TIMES

EXISTING STORAGE

ALLOW ACCESS TO

455'

CONCRETE TUNNEL

OF ANY KIND ON TOP OF

NO STAGING OR LOADING

STAGING AREA NOTES

LEGEND

ACCESS ROUTE

AREA FOR FLEETING VESSELS

AREA OFF LIMITS FOR FLEETING VESSELS

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100'0 50'

LOT ACCESS ROAD

NEW PARKING

ILLINOIS STREET

WITH THE COR.

4. FLEETING OF CONSTRUCTION VESSELS SHALL BE COORDINATED

OPERATIONS AT THIS LOCATION.

3. STAGING AREA MAY BE MODIFIED BY COR TO ACCOMMODATE OTHER

PRIOR TO BEGINNING WORK.

2. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE COR

1. TRAILER/STAGING AREA MAY BE USED FOR VEHICLE PARKING.

ACCESS GATE AROUND STORAGE AREA

PROVIDE 6' CHAIN LINK FENCE WITH

200' x 50' STAGING & STORAGE AREA

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CONTROL POINT

LEGEND

LOCK PARKING LOT

CHICAGO HARBOR

CONTROL HOUSE

CHICAGO LOCK

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SURVEY CONTROL h6tecdb9 8/18/2017 MicroStation

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NAVD88

BRASS DISK

BRASS DISK

BRASS DISK

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV.

GENERAL NOTES

N PIER 587.9381,903,088.52 1,181,339.77

NN

TO NGS PIDS M33251, ME1961, AND AJ2806.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

OF 1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE

TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE

DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT

APRIL 2013 SURVEY PERFORMED BY US ARMY CORPS OF ENGINEERS,

1. THE CONTROL POINTS SHOWN ON THIS SHEET ARE FROM AN

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ILLINOIS STREET

GRAND AVENUE

NAVY PIER

N PIER

CHI-HRBR-1

CHI-HRBR-2

1,905,845.18 1,185,570.61

1,905,309.87 1,186,478.43

GATE

WEST SECTOR

GATE

EAST SECTOR

CHI-HRBR-1

CHI-HRBR-2

300 0 300 600

SCALE IN FEET

SECTION

REPAIR

BREAKWATER

584.274

584.303

6.234 LWD 6.264 LWD

S U

R V

E Y C

O N

T R

O L

IL EAST NAD83 STATE PLANE COORDINATES

550 550

560 560 560 560 560

562 562

564 5

570570570570

570570

580580580580580

580580

580 580 580

580 580 580 580 580 580

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EL. 562

HARBOR SIDE

PLACED (CY) (FT) (INCHES)

NOTES GROUTGROUT MIXBORE HOLE BORE HOLE NORTHING EASTING ROWHOLE #

DATE QUANTITY OF DEPTH OFDIAMETER OFCOORDINATES GROUT BORING

PLACED (CY) (FT) (INCHES)

NOTES GROUTGROUT MIXBORE HOLE BORE HOLE NORTHING EASTING ROWHOLE #

DATE QUANTITY OF DEPTH OFDIAMETER OFCOORDINATES GROUT BORING

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\BREAKWATER SITE PLAN h6tecdb9 8/18/2017 MicroStation

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E 1185374.28E 1184442.90

N 1906506.24

WORK LIMITS

N

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SCALE: 1''= 100'-0"

W P -1

-B -0

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LAKE SIDE

ADDITIONAL ROWS AS NEEDED.

CONTRACTOR SHALL COMPLETE TABLE WITH THE REQUESTED INFORMATION AND INCLUDE IN THE AS-BUILT SUBMITTAL. ADD

L.W.D. 576.8

EL. 583.4

EL. 579.6

LAKE SIDE

A

A

AT STA. 34+00

TYPICAL SECTION A-A

MEASURES AS MAY BE REQUIRED TO RESOLVE THE DISCREPANCY.

CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE

DISCREPANCIES THAT WILL INTERFERE WITH THE WORK. THE

CONTRACTING OFFICER'S REPRESENTATIVE ANY SIGNIFICANT

THE FIELD. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE

APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN

STRUCTURES, UTILITIES, AND OTHER SITE FEATURES ARE

5. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING

INDICATING THE CONDITIONS EXISTING AT THAT TIME.

DURING NOVEMBER 2002, AND CAN ONLY BE CONSIDERED AS

SURVEY PERFORMED BY PINNACLE MAPPING TECHNOLOGIES, INC.

DURING SEPTEMBER AND OCTOBER 2002, AND AN AERIAL MAPPING

TOPOGRAPHIC SURVEY CONDUCTED BY PATRICK ENGINEERING INC.

SURVEYS, INC. DURING SEPTEMBER AND OCTOBER 2002, A

RESULTS OF A HYDROGRAPHIC SURVEY PERFORMED BY OCEAN

4. THE INFORMATION PRESENTED ON THIS MAP REPRESENTS THE

BY PINNACLE MAPPING TECHNOLOGIES, INC.

ENGINEERING INC. AND AN AERIAL MAPPING SURVEY PERFORMED

ARE FROM A TOPOGRAPHIC SURVEY CONDUCTED BY PATRICK

OCEAN SURVEYS, INC. DATA ABOVE APPROXIMATELY +1 FEET LWD

-1 FEET LWD ARE FROM A HYDROGRAPHIC SURVEY CONDUCTED BY

3. SURVEY DATA SHOWN FROM THE LAKE FLOOR TO APPROXIMATELY

GREAT LAKES DATUM, IGLD 1985.

THE REFERENCE PLANE AT RIMOUSKIY, QUEBEC, INTERNATIONAL

ELEVATION OF 577.5 + 0.34 HYDRAULIC CORRECTOR FEET ABOVE

WATER DATUM (LWD) FOR LAKE MICHIGAN WHICH HAS AN

2. ALL ELEVATIONS ARE IN FEET AND ARE REFERENCED TO LOW

COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM 1983.

1. GRID SYSTEM IS IN FEET AND IS THE ILLINOIS STATE PLANE

GENERAL NOTES:

ACTUAL CONDITIONS MAY VARY.

IDEALIZED SECTION SHOWN FROM AS-BUILTS,

1. ELEVATIONS PROVIDED ARE APPROXIMATE.

NOTE:

EL. 552

GROUT PLACEMENT LOG GROUT PLACEMENT LOG

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1,184,478.091,906,485.84 END OF OPTION 230+96AP04

1,184,696.421,906,363.89END OF OPTION 133+46AP03

1,184,912.571,906,238.22END PROJECT (BASE)35+96AP02

1,185,338.901,905,976.92START OF PROJECT40+96AP01

EASTING NORTHINGDESCRIPTIONSTA.POINT #

1,184,240.881,906,487.73 WP04

1,185,303.251,905,838.51 WP03

1,185,396.581,905,991.24 WP02

1,184,334.211,906,640.46 WP01

EASTING NORTHINGPOINT #

A

S T

A R

T P

R O J E

C T

BREAKWATER REPAIR.

1. SEE SHEET C-102 FOR THE SITE PLAN FOR THE

NOTE:

EXTENSION

SOUTHERLY

546'

E

102'

E-1

616'

D

4159'

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SCALE: 1''= 300'-0"

TYPICAL CROSS SECTION)

(SEE SHEET C-103 FOR

BREAKWATER STRUCTURE

WORK LIMITS

W P -1

-B -0

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WL02

WL01

WL04

AP01

AP03

AP04

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LAKE SIDE

AP02

ARM EXTENSION

NORTH SHORE

600'0 300'

OWNED BY THE CITY

END OF BREAKWATER

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ALIGNMENT POINTS

96'

WORK LIMITS

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10' 7"

6'0"

SCALE: 1''= 2'-0"

0 2'2' 1'

10"X12" CROSS TIE

0.0 L.W.D.

LAKE MICHIGAN ELEV. 578.5

LOW WATER DATUM FOR

TO REMAIN

EXISTING TOE STONE

ROW A

GROUT

ROW B

GROUT ROW D

GROUT

ROW E

GROUT

ROW C

GROUT

FOR DETAILS. (SEC 35 31 25)

SEE SPECIFICATIONS

CONTAINMENT BLANKET.

OUTWARD CRUSHED STONE

BOTTOM OF PLATE

LEAKAGE.

THESE DAMAGED AREAS TO PREVENT GROUT

FOUND TO BE DAMAGED, BARRIER SHALL COVER

BEGINNING WORK. WHERE THE STEEL PLATE IS

WORKPLAN FOR APPROVAL PRIOR TO

BARRIER TYPE AND ANCHORING SYSTEM IN HIS

TIMBER AREAS. CONTRACTOR SHALL PROVIDE

ENTIRE LENGTH TO CONTAIN GROUT IN FAILED

PROVIDE GROUT CONTAINMENT BARRIER ALONG

6"X12" KEY

CONCRETE FOOT BLOCK

3/4" RD. BARS 25'-6" AND 15'-6" LONG

CONCRETE FOOT BLOCK

CONCRETE CAP BLOCK

2•"X18"

MOORING POST

EXISTING

EXISTING LONGITUDINAL TIMBER

EXISTING 6"x6" WELL

LARGE STONE FILL

RANDOM EXISTING

LAKE SIDE HARBOR SIDE

TYPICAL CROSS SECTION OF STRUCTURE

APPROX. -10 TO -15

LAKE BOTTOM

3' 0"4' 3"9' 6"4' 3"6' 0"

18' 0"

30' 0"

2' 4"2' 5"2' 4"2' 0"

10' 2 3/8 "9' 7 3/8 "10' 2 3/8 "

3' 9 1/2 " 3' 9 1/2 " 1' 6"

10' 7"

2' 4" 2' 4" 2' 4" 2' 0"

(DETERIORATED IN SOME AREAS)

PLATE ¾"X2'-6" (EXISTING)

AND 15'-6" LONG

¾" RD. BARS 25'-6"

PLATE ¾"X2'-6" (EXISTING)

(BASED ON RECORD DRAWINGS FOR REACH C)

PATTERN

FOR GROUT HOLE

SEE SHEET C-104

STRUCTURE OR DRILL THROUGH IT.

EITHER LOCATE THE EXISTING REBAR WITHIN THE

UNKNOWN AND ARE INCONSISTENT. CONTRACTOR SHALL

IN THE CONCRETE FOOT BLOCK AND CAP BLOCK ARE

7. LOCATIONS AND QUANTITIES OF EXISTING REBAR

SOME STONE.

SIDE OF THE CRIB IS ASSUMED TO BE SAND WITH

6. LAKE BOTTOM MATERIAL ADJACENT TO THE HARBOR

THE CRIBS MAY CONTAIN LARGE VOID SPACES.

5. THE EXISTING CONDTION OF THE STONE WITHIN THE

CAP BLOCK AND/OR FOOT BLOCK. (APPROX. 4')

SUFFICIENTLY PENETRATES THE EXISTING CONCRETE

4. GROUT HOLES SHALL BE DRILLED TO A DEPTH THAT

BE REMOVED AFTER ALL GROUTING IS COMPLETE.

3. BARRIER USED ALONG SHORE SIDE OF STRUCTURE SHALL

PLACE AFTER CONSTRUCTION IS COMPLETE.

FOR THE CONTAINMENT BARRIERSHALL REMAIN IN

2. STONE PLACED ALONG LAKE SIDE OF STRUCTURE

CAPS WERE CONSTRUCTED IN THE 1930'S.

CONSTRUCTED IN THE 1880'S - 1890'S. CONCRETE

1. TIMBER CRIB STRUCTURE IS ASSUMED TO HAVE BEEN

NOTE:

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\STRUCTURE BREAKWATER TYPICAL SECTION h6tecdb9 8/18/2017 MicroStation

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®of Engineers

US Army Corps

17'-0"

4'-0"4'-0" 4'-0"

4'-0"

/4

4'-0"

34'-0"

SCALE: 1''= 4'-0"

0 4'4' 2'

(BASED ON RECORD DRAWINGS)

(BASED ON RECORD DRAWINGS)

ROW A

GROUT

ROW B

GROUT

ROW C

GROUT

ROW D

GROUT

ROW E

GROUT

(TYP)

6"X6" WELL

EXISTING

PLATE 3/4"X2'-6"

6"X6" WELL

TIMBER STRUCTURE

EXISTING

CONCRETE CAP

SLOPED PORTION OF

FOOT BLOCK

EXISTING

FOOT BLOCK

EXISTING

CAP BLOCK

EXISTING

MOORING POST

EXISTING

WITH RANDOM STONE BACKFILL

EACH "CELL" IS FILLED

PLATE 3/4"X2'-6"

(SODIUM SILICATE MIX)

GROUT LINE

OUTER SEALING-TYPE

(SODIUM SILICATE MIX)

GROUT LINE

OUTER SEALING-TYPE

(TYP)

GROUT HOLE LOCATION

PROPOSED

GROUT MIX (ROW B,C,D)

INTERIOR

34'-0"

17'-0"

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

/4

/4

/4

~34'-0"

THROUGH IT.

FOOT BLOCKS. THE CONTRACTOR SHALL EITHER LOCATE THIS REINFORCEMENT OR DRILL

REINFORCEMENT GRID OF APPROXIMATELY 1-INCH SQUARE BARS IN BOTH THE CAP AND

10. CONTRACTOR SHALL BE AWARE THAT THERE IS AN EXISTING IRREGULARLY SPACED

RECOMMENDED.

9. BASED ON OBSERVED PREVIOUS ICE LOADING, A MAXIMUM LOADING OF 250 PSF IS

SHALL BE REPAIRED BY THE CONTRACTOR.

DAMAGE TO THE EXISTING STRUCTURE RESULTING FROM CONSTRUCTION PROCEDURES

CONTRACTOR SHALL MONITOR THE EXISTING STRUCTURE AND BRACE ACCORDINGLY. ANY

BREAKWATER STRUCTURE FROM DAMAGE DUE TO CONSTRUCTION PROCEDURES.

8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF THE

UNATTENDED.

BE LEFT ON THE BREAKWATER STRUCTURE OR ON ANY CONSTRUCTION VESSEL

7. NO GROUT MATERIALS, FUEL, OR POTENTIAL CONTAMINATES OF THE LAKEWATER SHALL

AND SUPPLIES.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF ALL EQUIPMENT

6. CONTRACTOR WILL BE ALLOWED TO MOOR EQUIPMENT AT THE BREAKWATER.

BLOCK AND/OR FOOT BLOCK TO PERMIT GROUTING THE STONE CRIB BACKFILL.

5. GROUT HOLES SHALL BE DRILLED TO A DEPTH THAT PENETRATES THE CONCRETE CAP

4. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION DEBRIS TO ENTER LAKE WATERS.

WATERS, CONTRACTOR SHALL IMMEDIATELY CEASE PUMPING WITHIN THAT HOLE.

PREVENTING GROUT FROM ESCAPING INTO LAKE. IF GROUT IS OBSERVED WITHIN LAKE

3. CONTRACTOR SHALL STRICTLY ADHERE TO SPECIFICATIONS WITH REGARD TO

MAINTAIN ALIGNMENT WITHIN EACH "CELL" IN THE TIMBER STRUCTURE.

2. CONTRACTOR SHALL VERIFY LOCATION OF TIMBER STRUCTURE SO THAT GROUT HOLES

LONG. PER THE SPECIFICATION, ONE REPAIR SECTION IS 100'.

1. ONE EXISTING CRIB SECTION OF BREAKWATER (AS SHOWN) IS APPROXIMATELY 24-34 FEET

NOTES:

TOP VIEW OF EXISTING CONCRETE CAP

PROPOSED GROUT HOLE LOCATIONS

TOP VIEW OF EXISTING TIMBER CRIB

X

X

HARBOR SIDE

LAKE SIDE

(TYP -APPROX 4' DEPTH)

GROUT HOLE LOCATION

PROPOSED

OF CONCRETE CAP

SLOPED PORTION

DO NOT DRILL THROUGH TIMBER MEMBERS

DO NOT DRILL THROUGH TIMBER MEMBERS

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Harbor Breakwater\Chicago Harbor Breakwater Repair FY17 - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\TIMBER CRIBS DETAILS AND GROUT HOLE h6tecdb9 8/18/2017 MicroStation

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