114419_CHICAGO_LOCK_NORTH_PIER_CERTIFIED_FINAL_-_RTA__PLANS_1_of_4.pdf

PROJECT AREA

PROJECT AREA

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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 OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

/S/

/S//S/ of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CHICAGO DISTRICT

CHICAGO, ILLINOIS

NORTH PIER REPAIRS

CHICAGO LOCK

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SHEET SHEET TITLE

NUMBER REFERENCE

1. G-001 LOCATION, VICINITY MAP AND SHEET INDEX

2. G-002 LEGEND, ABBREVIATIONS AND SYMBOLS

3. V-001 SURVEY CONTROL AND BENCHMARKS

4.

5. CS101 SITE PLAN

6. CS102 SITE PLAN

7. CS103 SITE PLAN

8. CS301 CROSS SECTIONS STA. 0+00 TO STA. 1+50

9. CS302 CROSS SECTIONS STA. 2+00 TO STA. 3+50

10. CS303 CROSS SECTIONS STA. 4+00 TO STA. 5+50

11. CROSS SECTIONS STA. 6+00 TO STA. 7+50

12. CS305 CROSS SECTION STA. 8+00

13.

CS501 TYPICAL SECTION

14.

S-101

15.

S-102

16.

S-103

17.

S-301 TYPICAL CROSS SECTION

18.

S-302 PARKING LOT CROSS SECTION

19.

S-501 TIE ROD INSTALLATION DETAILS

20.

S-502 SHEET PILE ANCHOR WALL DETAILS

21.

S-503 TIE ROD DETAILS

22.

S-504

23.

R-001

24.

R-002

25.

R-003

26.

R-004

27.

R-005

28.

R-006

29.

R-007

30.

R-008

31.

R-009

ED-101

ED-102

ED-103

ED-104

ED-105

ED-106

32.

33.

34.

35.

36.

37.

38.

ELECTRICAL SITE PLAN - DEMOLITION

ELECTRICAL SITE PLAN - DEMOLITION

ELECTRICAL SITE PLAN - DEMOLITION

ELECTRICAL SITE PLAN - DEMOLITION

ELECTRICAL SITE PLAN - DEMOLITION

ELECTRICAL SITE PLAN - DEMOLITION

ES-101

ES-102

ES-103

ES-104

ES-105

ES-106

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

41.

42.

43.

44.

45.

39.

40.

46.

S-100

ANCHOR WALL DETAILS

SS-501

SS-302

SS-100

SS-101

SS-102

SS-103

SS-301 TYPICAL CROSS SECTION - NEW

PARKING LOT CROSS SECTION - NEW

47.

48.

49.

50.

51.

52.

53.

54.

55.

56.

57.

58.

59.

60.

STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL

STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL

STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL

STRUCTURAL PLAN - TIE ROD AND ANCHOR WALL

STRUCTURAL PLAN NEW CONCRETE

STRUCTURAL PLAN NEW CONCRETE

STRUCTURAL PLAN NEW CONCRETE

STRUCTURAL PLAN NEW CONCRETE

SS-303

SS-304

EAST END CROSS SECTION SHOWING EXISTING SLAB

EAST END CROSS SECTION SHOWING NORTH BASIN WALL - NEW

TYPICAL CONCRETE CROSS SECTION AND REINFORCING

SS-401

SS-402

WEST END ENLARGED PLAN VIEW

EAST END ENLARGED PLAN VIEW

61.

62.

63.

64.

65.

EXISTING UTILITIES AND WORK LIMITSV-002

R-010

CS304

PROPOSED TYPICAL SECTION

CS503

CS502

WATER SERVICE AND SANITARY MAIN DETAIL

CS306

CS307

EXISTING CONDITIONS

WATER SERVICE AND SANITARY FORCE MAIN SECTIONS

67.

68.

66.

ES-301

69.

70.

R-015

72.

73.

71.

R-011

R-012

R-013

R-014

REFERENCE DRAWING 10 - EXISTING SANITARY LINES

REFERENCE DRAWING 11 - SHEET C17

REFERENCE DRAWING 13 - SHEET C19

REFERENCE DRAWING 1 - SHEET 1 OF 9

REFERENCE DRAWING 2 - SHEET 2 OF 9

REFERENCE DRAWING 3 - SHEET 3 OF 9

REFERENCE DRAWING 4 - SHEET 4 OF 9

REFERENCE DRAWING 5 - SHEET 5 OF 9

REFERENCE DRAWING 6 - SHEET 6 OF 9

REFERENCE DRAWING 7 - SHEET 7 OF 9

REFERENCE DRAWING 8 - SHEET 8 OF 9

REFERENCE DRAWING 9 - SHEET 9 OF 9

W912P6-19-C-00XX

W912P6-19-B-0007

W P -1

-B -0

W P -1

-C -0

X

X

CERTIFIED FINAL DOCUMENTS - RTA W912P6-18-B-0007

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ES-501 DETAILS

74.

DUCK-BANK DETAILS

SD-100

SD-101

SD-102

SD-103

SD-301

SD-302

CONCRETE DEMOLITION

CONCRETE DEMOLITION

CONCRETE DEMOLITION

CONCRETE DEMOLITION

TYPICAL CROSS SECTION DEMOLITION

PARKING LOT CROSS SECTION DEMOLITION

SD-303 EAST END DEMOLITION

6 JUNE 2019

J

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REFERENCE DRAWING 12 - SHEET C18A

REFERENCE DRAWING 14 - SHEET S3

REFERENCE DRAWING 15 - SHEET S6

FRANK LEWANDOWSKI, P.E. 5/1/2019

MIKE NGUYEN 6/6/2019

JOHN GROBOSKI, P.E. 6/6/2019

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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LEGEND

STORM MANHOLE

WATER MANHOLE

FENCE

WORK LIMITS

STANDARD ABBREVIATIONS

MONITORING WELL

WATER VALVE VAULT

FIRE HYDRANT

CATCH BASIN

WATER LEVEL

ELECTRIC HANDHOLE

GUY WIRE

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

TELEPHONE LINE

LINE STYLES

SYMBOLS

WATER DOMESTIC MAIN

STORM DRAIN

EDGE OF WATER

-10 DESIGN CONTOUR

EXISTING CONTOUR-11

H

W

ELECTRICAL MANHOLE UTILITY POLE

CB

CATCH BASIN ROUND

X-###

X#

DETAIL INDICATOR

X-###

X#

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

SECTION INICATOR

D

W

E

MW

CB

W.L. AT '( )

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

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DRAWING AREA TITLE INDICATOR

GAS LINE

CONDUITS

ACCESS ROAD

CONCRETE

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GENERAL NOTES

SANITARY FORCE MAIN

WATER MAIN

W P -1

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X

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TELECOMFIBER OPTIC

MISC (AS NOTED)

LIGHT FIXTURE

WATER (PUBLIC MAIN)

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RESCHEDULED.

SHOULD A RAINFALL EVENT POSE RISK OF A BACKFLOW OCCURRING, THEN UTILITY OUTAGES WILL BE

STAFF DURING SEWER AND WATER OUTAGES. AT THE DISCRETION OF THE LOCK MASTER AND COR, CONTRACTOR MUST SUPPLY PORTABLE WATER AND PORTABLE TOILETS FOR THE CHICAGO LOCK

OUTSIDE THE CDOT BRIDGE LIFT SEASON. UTILITY OUTAGES SHALL NOT EXCEED 48 HOURS. THE

NOTICE PRIOR TO ANY OUTAGE. ALL OUTAGES MUST OCCUR BETWEEN NOVEMBER AND APRIL

OUTAGES WITH THE CHICAGO LOCK LOCKMASTER, MWRD AND COR. PROVIDE A ONE (1) WEEK

17. DURING UTILITIES RELOCATION FROM THE TUNNEL THE CONTRACTOR MUST COORDINATE ALL UTILITY

CABLES SHALL NOT BE ALLOWED.

16. INSTALL CABLES AND WIRING IN ONE CONTINUOUS RUN FROM SOURCE TO LOAD. SPLICING OF

AND PEDESTRIAN TRAFFIC FOR LOCK OPERATORS AND MWRD EMPLOYEES.

15. DURING CONSTRUCTION, 10 FT WIDE ACCESS ROAD SHALL BE PROVIDED FOR EMERGENCY VEHICLES

TOP WILL BE REMOVED.

TUNNEL DEMOLITION. GROUTING OF THE WOODEN CRIB WILL BE COMPLETED BEFORE THE TUNNEL

ALLOWED WITH PRIOR ACCEPTANCE. UTILITY RELOCATION WILL BE COMPLETED BEFORE THE

WALLS AND CONNECTED TO NEW SHEET PILE WALL. ALTERNATIVELY OTHER METHODS WILL BE

TUNNEL SLAB SHALL BE DEMOLISHED UNTIL NEW TIE RODS ARE INSTALLED THROUGH THE TUNNEL

SHEET PILE USING TIE RODS. TO PREVENT SHEET PILE FAILURE, NO PORTION OF TUNNEL WALLS OR

14. CONSTRUCTION SEQUENCE: THE EXISTING CONCRETE TUNNEL IS CONNECTED WITH RIVERSIDE

BE CONTAINED IN THE PARKING AREA.

13. SEE SPECIFICATION SECTION 01 57 20 FOR EXCAVATION MONITORING REQUIREMENTS. THORIUM MAY

NORTH PIER STRUCTURE OR ON THE STRUCTURE.

12. NO LOADS OR EQUIPMENT ARE ALLOWED WITHIN 50 FEET OF THE FACES OF THE RIVER WALL AND THE

LOCK WALLS OR GATE BLOCK WITHOUT APPROVAL OF THE COR.

AXLE LOAD OF 3,000 LBS. CONTRACTOR SHALL NOT PLACE ANY CRANES OR HEAVY EQUIPMENT ON

11. ONLY ONE VEHICLE AT A TIME IS ALLOWED ON NORTH PIER TUNNEL. THE VEHICLE IS LIMITED TO AN

DESCRIBED IN SECTION 01 57 20 ENVIRONMENTAL PROTECTION OF ILLINOIS.

10. THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND CLEAR OD MUD, STONES, DEBRIS, ETC., AS

REQUIREMENTS MANUAL EM 385-1-1.

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

PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.

8. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO

BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO TART OF WORK.

7. THE CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS. IF DISCREPANCIES

ADDITIONAL COST TO THE GOVERNMENT.

LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO

6. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES WITHIN THE WORK

DISCREPANCIES TO THE COR.

BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY

5. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE VERIFIED

PRIOR TO PERFORMING ANY EXCAVATION.

4. THE CONTRACTOR MUST CALL J.U.L.I.E AND DIGGER AT 811 TO LOCATE UNDERGROUND UTILITIES

OF CONSTRUCTION AND MUST COMPARE THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS.

3. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT

RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

2. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS

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

LOCK PARKING LOT

CHICAGO HARBOR

GATE

WEST SECTOR

CONTROL HOUSE

CHICAGO LOCK

GATE

EAST SECTOR

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F

IL

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NAVD88

IL EAST NAD83 STATEPLANE COORDINATES

BRASS DISK

BRASS DISK

BRASS DISK

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV.

C-7 1,903,091.14 1,181,013.77 588.024

MSD-1 1,903,092.51 1,181,777.02 587.659

N PIER 1953 1,903,088.56 1,181,339.68 587.862

GENERAL NOTES

NAVY PIER

ILLINOIS STREET

L A

K E S

H O

R E D

R

IV

E

C-7 N PIER 1953 MSD-1

100 0 100 200

SCALE IN FEET

5. CONVERSION FROM NAVD88-579.03 = CCD

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

2015 SURVEY PERFORMED BY US ARMY CORPS OF ENGINEERS,

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

GRAND AVE.

V-001

B E

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H M

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M A

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TP

8.

8.

8.

8.

64 8.

8.

388.

498.

9.

.3

9.

.1

.2

49.

9.

9.

9.

8.

8.

8.

8.

FH

SCC

STREETER DRIVE

RIPRAP

10" SEWER LINE

8" SEWER LINE

S

E W

E R L

IN

E

TP

JB

TP

JBJB

RPZ

ABOVE

GRADE

RPZ

METER

VAULT

GATE

ACCESS

MANHOLES

DUCT BANK

EXISTING

WORK LIMITS

EXISTING GENERATOR 6' X 17'

WORK LIMITS

NEW SEWER LINE

NEW WATER LINE

AREA 150'x50'

STORAGE/STAGING

LINES TO BE RELOCATED

TELECOMMUNICATION

LINES TO BE RELOCATED

WATER AND SEWER

N 1,903,115.20

E 1,181,186.28

TIE-IN POINT

NEW SEWER LINE

N 1,903,177.07

E 1,180,977.87

TIE-IN POINT

NEW WATER LINE

FORCE MAIN LINE

EXISTING SANITARY

SHEET PILE WALL

PROPOSED

SHEET PILE WALL

EXISTING

NEW WATER LINE

EXISTING WATER LINE

REMOVED

TO BE

MANHOLES

EXISTING

ALIGNMENT

SHEET PILE WALL

EXISTING

GATE TO BE RELOCATED

PROPOSED SHEET PILE WALL

CONCRETE PAD TO BE REMOVED

SHEET PILE TO REMAIN

RELOCATED

BOXES TO BE

CONEX

NEW A-STONE

BUILDING OFF LIMITS

MWRD CONTROL

WORK LIMITS

WL11

WL06

WL04

WL05

WL10

WL09

WL01 WL02

WL03

WL08

WL07

TPTP

JB

FH

SCC

TP

JBJB

10" SEWER LINE

8" SEWER LINE

S

E W

E R L

IN

E

GENERAL NOTES

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E N

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A1

SCALE: 1" = 40'

N

40' 80'0

SITE PLAN

CHICAGO RIVER

V-002

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D K

L U

Z

IC

A G

O

IL

L

IN

O

IS

N O

R T

H P

IE

R R

E P

A

IR

S

C H

IC

A G

O L

O C

K

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

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IS

S L

A S

A L L E S

T S

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T

1,903,045.491,180,898.01WL11

1,903,045.491,181,783.00WL10

1,902,796.271,181,782.81WL09

1,902,796.241,181,968.03WL08

1,902,859.591,181,967.55WL07

1,902,859.271,181,853.32WL06

1,903,057.951,181,853.27WL05

1,903,153.341,181,859.26WL04

1,903,153.341,181,334.43WL03

1,903,199.971,181,334.43WL02

1,903,199.971,180,897.86WL01

EASTING NORTHINGNAME

WORK LIMITS

M A

Y

LAKE MICHIGAN

PILE INSTALLATION WITH SAME STONE SIZE.

9. REPLACE PARKING LOT GRAVEL (TOP 8") AFTER SHEET

MUST MATCH THE LARGER SIZE.

DELINEATED IN THE DRAWINGS, THE CONTRACTOR

VERIFIED TO DIFFER FROM PROPOSED SIZES

INSULATION. IF THE EXISTING PIPE SIZES ARE FIELD

MUST MATCH THE EXISTING PIPE SIZES, MATERIAL, AND

8. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS

MAY VARY IN THE FIELD.

ON THE BEST INFORMATION AVAILABLE. CONDITIONS

TIE-IN WITH THE COR. LOCATIONS PROVIDED ARE BASED

7. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE

CS307, SECTION D1.

DAYLIGHT VERTICALLY ABOVE GROUND. SEE SHEET

6. WATER SERVICE AND SANITARY FORCE MAIN TO

TUNNEL.

EXISTING SANITARY FORCE MAIN PENETRATING THE

33 31 23.0010 AND SHEET CS-503 FOR DETAILS). REMOVE

SANITARY FORCE MAIN. (SEE SPECIFICATION SECTION

CONNECTED TO THE EXISTING 4" DUCTILE IRON

DUCTILE IRON SANITARY FORCE MAIN IS TO BE

5. SANITARY FORCE MAIN TIE-IN LOCATION: THE NEW 4"

THE TUNNEL.

REMOVE EXISTING WATER SERVICE LINE PENETRATING

SECTION 33 11 00, AND SHEET CS503 FOR DETAILS.

FROM THE CITY AT THIS LOCATION. SEE SPECIFICATION

EXISTING 2" COPPER WATER SERVICE LINE COMING

WATER SERVICE LINE SHALL BE CONNECTED TO THE

4. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER

UTILITIES PRIOR TO CONSTRUCTION

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

WORK IN THE LOCK 24-HOURS A DAY.

2. PARKING/PIER TO BE SHARED WITH USACE EMPLOYEE

AND OFF LOADING TO MARINE BARGE.

DELIVERING CONCRETE PANELS ON FLATBED TRUCKS

ANOTHER CONTRACTOR WORKING ON SITE IN 2020

1. PARKING STORAGE/STAGING AREA TO BE SHARED WITH

TOP DUCTBANK MANHOLE 586.12 TOP OF TUNNEL 588.0

ELEV. 583.07

PILE APPROX. TOP

EXISTING SHEET

THROUGH SOUTH WALL

2'X2' TUNNEL ACCESS

WORK LIMITS

SHEET PILE WALL

PROPOSED

SHEET PILE WALL

EXISTING

SOUTH WALL INSTALLED 2003)

HEAT TRACED. MOUNTED ON

WATER LINE (2" COPPER

150' x 50'

STAGING AREA

STORAGE /

70'

LOT ELEV. +/- 587.4

TOP PARKING

MANHOLE +/- 585.4

AROUND DUCTBANK

TOP GROUND ELEV.

EXISTING SHEETPILE ELEV. +/- 585.19

+/- 582.5

RIVERSIDE APPROX.

SHEET PILE ELEV.

NEW HANDRAIL

BE REMOVED

EXISTING GATE TO

BOTTOM DUCT BANK APPROX. 582.01

GENERATOR TO BE RELOCATED SEE NOTE 1

PROPOSED SHEET PILEWALL

TOP OF TOE STONE CUT ALONG

WATER LINES

NEW SANITARY AND

TO BE REMOVED

SOUTH WALL

MOUNTED ON

LIFE RING

CAMERA #4

REMOVE CCTV

TO BE REMOVED

P8 - LIGHTPOLE (2 HEADS)

STAIRS TO BE REMOVED

TO BE REMOVED

BRICK RETAINING WALL

CONSTRUCT NEW STAIRS SEE SHEET CS503

6-1" PVC CONDUITS

BE REMOVED

MANHOLES TO

NEW WATER LINE

MANHOLE

ELECTRICAL

EXISTING

NEW SEWER LINE

TO BE REMOVED AND FILLED

ABANDONED UTILITY VAULT

EXISTING STACKED 2"x12" RETAINING WALL TO BE REMOVED

POWER CABLE 480V, SEE NOTE 11

APPROX. LOCATION FOR UNDERGROUND

A-STONE

20' CENTERS

20' CENTERS

10' CENTERS

18"

18"

FOUND BELOW BOTTOM OF THE LAKE

SHEETPILE WALL. TOE STONE MIGHT BE

SURFACE CUT ALONG PROPOSED

APPROXIMATE LAKE BOTTOM

CONCRETE PAD TO BE REMOVED

EXISTING ELECTRICAL DUCT BANK

PILE WALL

NEW SHEET

LOT ELEVATION

TO MATCH PARKING

AREA TO BE FILLED

NEW RETAINING WALL

AND VENT HOLE LAYOUT

SEE DETAIL 'A' GROUT

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2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

2+00 2+50 3+00 3+50 4+00

A1

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

EXISTING CONDITIONS - PROFILE

DETAIL "A"

...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE PLAN 1

4:30:28 PM 6/4/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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GENERAL NOTES

B1

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

N

SITE PLAN

EL. 585.4

X

PARKING TOP ELEV. 587.4

ALIGNMENT TABLE

1903074.251181841.408+50

1903072.121181840.098+47

1903069.641181834.018+42

1903070.421181822.578+30

1903067.891181793.218+00

1903067.271181786.087+92

1903065.611181783.987+90

1903066.021181693.397+00

1903066.371181593.396+00

1903066.831181493.395+00

1903067.471181393.394+00

1903068.031181293.403+00

1903068.341181193.402+00

1903068.991181093.411+00

1903068.781180993.410+00

NORTHING EASTINGSTA.

ELEV. 587.4

APPROXIMATE

X

PROPOSED NEW ELEV. 585.4

G R

AD

E

GRADE

SEE

N

O

TE

TO

M

ATC

H E

L.

.5

CS101

S I

D

W P -1

-B -0

O J E

C T I

D

R A

N A M

IS

H

R A P

IT

E P

L A

N

D

B A

N K

H E

A D

D S

C H

IE

M A

N N

C S .d g n

W

IT

O L

D K

L U

IC

A G

O

IL

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O

IS

N O

R T

H P

IE

R R

E P

A

IR

S

C H

IC

A G

O L

O C

K M

A Y

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

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IS

S L

A S

A L L E S

T S

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STATIONS 2+00 TO STA. 8+25

VENT HOLE LAYOUT

DETAIL 'A' - TYPICAL GROUT AND

L

HOLES

C VENT

HOLES

C VENTL

X

L

HOLES

C GROUT

WITH GRASS MIX.

CONCRETE SIDEWALK. TOPSOIL FILL WILL BE SEEDED

WILL NEED TO BE GRADED TO MATCH EXISTING

12. AFTER RETAINING WALL WILL BE REMOVED, THE AREA

MORE DETAILS SEE ELECTRICAL DRAWINGS.

ENTRANCE GATE, IT WILL BE REMOVED / RELOCATED FOR

CONTRACTOR TO FIELD VERIFY. IT POWERS THE

11. POWER LINE APPROXIMATE LOCATION, THE

MATCH THE LARGER SIZE.

DELINEATED IN THE DRAWINGS, THE CONTRACTOR MUST

VERIFIED TO DIFFER FROM PROPOSED SIZES

INSULATION. IF THE EXISTING PIPE SIZES ARE FIELD

MUST MATCH THE EXISTING PIPE SIZES, MATERIAL, AND

10. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS

MAY VARY IN THE FIELD.

ON THE BEST INFORMATION AVAILABLE. CONDITIONS

TIE-IN WITH THE COR. LOCATIONS PROVIDED ARE BASED

9. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE

CS307, SECTION D1.

DAYLIGHT VERTICALLY ABOVE GROUND. SEE SHEET

8. WATER SERVICE AND SANITARY FORCE MAIN TO

TUNNEL.

EXISTING SANITARY FORCE MAIN PENETRATING THE

31 23.0010 AND SHEET CS-503 FOR DETAILS). REMOVE

SANITARY FORCE MAIN. (SEE SPECIFICATION SECTION 33

CONNECTED TO THE EXISTING 4" DUCTILE IRON

DUCTILE IRON SANITARY FORCE MAIN IS TO BE

7. SANITARY FORCE MAIN TIE-IN LOCATION: THE NEW 4"

THE TUNNEL.

REMOVE EXISTING WATER SERVICE LINE PENETRATING

SECTION 33 11 00, AND SHEET CS503 FOR DETAILS.

FROM THE CITY AT THIS LOCATION. SEE SPECIFICATION

EXISTING 2" COPPER WATER SERVICE LINE COMING

WATER SERVICE LINE SHALL BE CONNECTED TO THE

6. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER

UTILITIES PRIOR TO CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

WORK IN THE LOCK 24-HOURS A DAY.

4. PARKING/PIER TO BE SHARED WITH USACE EMPLOYEE

DIFFERENT CONTRACT.

ANOTHER CONTRACTOR WORKING ON SITE UNDER

3. PARKING STORAGE/STAGING AREA TO BE SHARED WITH

DURING CONSTRUCTION IF ENCOUNTERED.

2. ANY UTILITIES WILL HAVE TO BE BRACED TEMPORARY

COMPLETE THE WORK.

TO BE RELOCATED TEMPORARY WITHIN WORKLIMITS TO

DURING INSTALLATION OF SHEET PILE WALL IT WILL HAVE

1. GENERATOR IS NOT CONNECTED TO POWER LINES

RIPRAP

BE REMOVED

WATER LINE TO

SHEET PILE WALL

PROPOSED

+/- 582.5

RIVERSIDE APPROX.

SHEET PILE ELEV.

WORK LIMITS

WATER VALVE (SPRINKLER)

70'

WORK LIMITS

ALONG PROPOSED SHEETPILE WALL

APPROX. LAKE BOTTOM SURFACE CUT

NORTH PIER TUNNEL

EXISTING ELECTRICAL DUCTBANK

30'

TOP PIER ELEV. +/- 588.0

NEW SANITARY FORCE SEWER MAIN

NEW HEAT TRACED WATER LINE

TO BE REMOVED

ON SOUTH WALL

LIFE RING MOUNTED

TO BE REMOVED

ON SOUTH WALL

LIFE RING MOUNTED

TO BE RELOCATED

CCTV CAMERA #4

APPROX. TOP ELEV. 583.07

EXISTING SHEET PILE WALLA-STONE

SHEET PILE WALL

EXISTING

S O

L

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IT

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®of Engineers

US Army Corps

4+50 5+00 5+50 6+00 6+50 7+00

C1

SCALE: 1" = 10'

SITE PLAN

10' 20'0

N

...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE PLAN 2

4:37:10 PM 6/4/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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

M A

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H E

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M A

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H E

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S

PROFILE

GENERAL NOTES

ALIGNMENT TABLE

1903074.251181841.408+50

1903072.121181840.098+47

1903069.641181834.018+42

1903070.421181822.578+30

1903067.891181793.218+00

1903067.271181786.087+92

1903065.611181783.987+90

1903066.021181693.397+00

1903066.371181593.396+00

1903066.831181493.395+00

1903067.471181393.394+00

1903068.031181293.403+00

1903068.341181193.402+00

1903068.991181093.411+00

1903068.781180993.410+00

NORTHING EASTING STA

A N

S I

D

W P -1

-B -0

O J E

C T I

D

CS102

IC

A G

O

IL

L

IN

O

IS

N O

R T

H P

IE

R R

E P

A

IR

S

C H

IC

A G

O L

O C

K M

A Y

W P -1

-C -0

X

X

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

R A

N A M

IS

H

R A P

E P

L A

N

D

B A

N K

H E

A D

D S

C H

IE

M A

N N

C S .d g n

W

IT

O L

D K

L U

Z A

MUST MATCH THE LARGER SIZE.

THE DRAWINGS, THE CONTRACTOR

PROPOSED SIZES DELINEATED IN

FIELD VERIFIED TO DIFFER FROM

IF THE EXISTING PIPE SIZES ARE

SIZES, MATERIAL, AND INSULATION.

MUST MATCH THE EXISTING PIPE

SANITARY FORCE MAIN TIE-INS

10. ALL WATER SERVICE AND

FIELD.

CONDITIONS MAY VARY IN THE

INFORMATION AVAILABLE.

ARE BASED ON THE BEST

THE COR. LOCATIONS PROVIDED

LOCATIONS FOR THE TIE-IN WITH

9. CONTRACTOR SHALL COORDINATE

SHEET CS307, SECTION D1.

VERTICALLY ABOVE GROUND. SEE

FORCE MAIN TO DAYLIGHT

8. WATER SERVICE AND SANITARY

PENETRATING THE TUNNEL.

EXISTING SANITARY FORCE MAIN

CS503 FOR DETAILS). REMOVE

SECTION 33 31 23.0010 AND SHEET

MAIN. (SEE SPECIFICATION

4" DUCTILE IRON SANITARY FORCE

BE CONNECTED TO THE EXISTING

IRON SANITARY FORCE MAIN IS TO

LOCATION: THE NEW 4" DUCTILE

7. SANITARY FORCE MAIN TIE-IN

PENETRATING THE TUNNEL.

EXISTING WATER SERVICE LINE

CS503 FOR DETAILS. REMOVE

SECTION 33 11 00, AND SHEET

LOCATION. SEE SPECIFICATION

COMING FROM THE CITY AT THIS

COPPER WATER SERVICE LINE

CONNECTED TO THE EXISTING 2"

SERVICE LINE SHALL BE

THE NEW 2" COPPER WATER

6. WATER SERVICE TIE-IN LOCATION:

CONSTRUCTION

VERIFYING ALL UTILITIES PRIOR TO

5. CONTRACTOR IS RESPONSIBLE FOR

LOCK 24-HOURS A DAY.

USACE EMPLOYEE WORK IN THE

4. PARKING/PIER TO BE SHARED WITH

UNDER DIFFERENT CONTRACT.

CONTRACTOR WORKING ON SITE

TO BE SHARED WITH ANOTHER

3. PARKING STORAGE/STAGING AREA

CONSTRUCTION IF ENCOUNTERED.

BRACED TEMPORARY DURING

2. ANY UTILITIES WILL HAVE TO BE

CONSTRUCTION IF ENCOUNTERED.

BRACED TEMPORARY DURING

1. ANY UTILITIES WILL HAVE TO BE

WALL OF TUNNEL TO BE REMOVED

ELECTRIC CABLE MOUNTED ON NORTH

TELEPHONE AND 12KV COM ED

SHEET PILE WALL

EXISTING

WORK LIMITS

LINE

ALIGNMENT

WORK LIMITS

THROUGH SOUTH WALL

2'X2' TUNNEL ACCESS

STAIRS

ACCESS PANEL

20"x24"

EXISTING SHEET PILING

W/ GATES

SECURITY FENCE

LIGHTPOLE (2-HEADS)

(SPRINKLER)

WATER VALVE

STEPS

CONCRETE

PANEL WITH RAILING

2-8" O.D. INS PIPES

1"& 2" CONDUITS,

70'

+/- 582.5

RIVERSIDE APPROX.

SHEET PILE ELEV.

PROPOSED SHEETPILE WALL

SURFACE CUT ALONG

APPROXIMATE LAKE BOTTOM

TOP PIER ELEV. +/- 588.0

ELEV. +/- 583.02

TOP DUCTBANK

SHEET PILE WALL

PROPOSED

NEW SANITARY FORCE SEWER MAIN

NEW HEAT TRACED WATER LINE

TIE-IN (SEE NOTES)

TO BE REMOVED

SOUTH WALL INSTALLED 2003)

HEAT TRACED. MOUNTED ON

WATER LINE (2" COPPER

TO REMAIN

CCTV CAMERA #3

A-STONE

FOR MORE DETAILS

SEE SHEET ES-104

EXISTING HANDHOLE

S O

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®of Engineers

US Army Corps

8+50

9+509+008+508+007+507+00

A1

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

PROFILE

...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE PLAN 3

4:43:38 PM 6/4/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

M

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C1

SITE PLAN

SCALE: 1" = 10'

N

10' 20'0

ALIGNMENT TABLE

1903074.251181841.408+50

1903072.121181840.098+47

1903069.641181834.018+42

1903070.421181822.578+30

1903067.891181793.218+00

1903067.271181786.087+92

1903065.611181783.987+90

1903066.021181693.397+00

1903066.371181593.396+00

1903066.831181493.395+00

1903067.471181393.394+00

1903068.031181293.403+00

1903068.341181193.402+00

1903068.991181093.411+00

1903068.781180993.410+00

NORTHING EASTING STA

A N

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

CS103

IC

A G

O

IL

L

IN

O

IS

N O

R T

H P

IE

R R

E P

A

IR

S

C H

IC

A G

O L

O C

K M

A Y

W P -1

-C -0

X

X

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

R A

N A M

IS

H

R A P

E P

L A

N

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B A

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H E

A D

D S

C H

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M A

N N

C S .d g n

W

IT

O L

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L U

Z A

CONTRACTOR MUST MATCH THE LARGER SIZE.

PROPOSED SIZES DELINEATED IN THE DRAWINGS, THE

THE EXISTING PIPE SIZES ARE FIELD VERIFIED TO DIFFER FROM

MATCH THE EXISTING PIPE SIZES, MATERIAL, AND INSULATION. IF

9. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS MUST

INFORMATION AVAILABLE. CONDITIONS MAY VARY IN THE FIELD.

WITH THE COR. LOCATIONS PROVIDED ARE BASED ON THE BEST

6. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE TIE-IN

VERTICALLY ABOVE GROUND. SEE SHEET CS307, SECTION D1.

5. WATER SERVICE AND SANITARY FORCE MAIN TO DAYLIGHT

THE TUNNEL.

DETAILS. REMOVE EXISTING WATER SERVICE LINE PENETRATING

SEE SPECIFICATION SECTION 33 31 23.0010, AND SHEET CS503 FOR

WATER SERVICE LINE COMING FROM THE CITY AT THIS LOCATION.

SERVICE LINE SHALL BE CONNECTED TO THE EXISTING 2" COPPER

4. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER WATER

THE TUNNEL.

DETAILS. REMOVE EXISTING WATER SERVICE LINE PENETRATING

SEE SPECIFICATION SECTION 33 11 00, AND SHEET CS503 FOR

WATER SERVICE LINE COMING FROM THE CITY AT THIS LOCATION.

SERVICE LINE SHALL BE CONNECTED TO THE EXISTING 2" COPPER

3. WATER SERVICE TIE-IN LOCATION: THE NEW 2" COPPER WATER

PRIOR TO CONSTRUCTION

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES

CONSTRUCTION IF ENCOUNTERED.

1. ANY UTILITIES WILL HAVE TO BE BRACED TEMPORARY DURING

NOTES:

TO REMAIN

SSP WALL

EXISTING

TO REMAIN

SSP WALL

EXISTING

TO REMAIN

SSP WALL

EXISTING

TO REMAIN

SSP WALL

EXISTING

RIVER BOTTOM

EXISTING SURFACE

TUNNEL STRUCTURE

EXISTING

TUNNEL STRUCTURE

EXISTING

RIVER BOTTOM

TUNNEL STRUCTURE

EXISTING

RIVER BOTTOM

TUNNEL STRUCTURE

EXISTING

RIVER BOTTOM

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

S O

L

IC

IT

A T

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O

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S

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N E

D B

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D E

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A

M A

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S

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S U

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D B

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D A

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C O

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C T N

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D R

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2 3 4 5 6 7 8 9 10

SHEET ID

E L E

V A

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N

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

0+00.0000

E L E

V A

T

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N

0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150

0+50.0000

E L E

V A

T

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N

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®of Engineers

US Army Corps

U .S

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P S O

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IN

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CS301

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A2

CROSS SECTIONS

10' 20'0

VERTICAL SCALE

20' 40'0

HORIZONTAL SCALE

R A

N A M

IS

H

R A P .E

W P -1

-B -0

W P -1

-C -0

X

X

NO WORK IN THIS AREA

NO WORK IN THIS AREA

NO WORK IN THIS AREA

NO WORK IN THIS AREA

M A

Y

RIVERSIDEPARKING

PARKING RIVERSIDE

PARKING RIVERSIDE

70'

70'

70'

1' LANDSCAPING FILL

SSP WALL

PROPOSED

TOE STONE

APPROX. EXISTING

ELEV 568 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TIE ROD

TO REMAIN

SSP WALL

EXISTING

1' CA-6 STONE

SSP WALL

PROPOSED

STRUCTURAL DRAWINGS

FOR TIP ELEV. SEE

TO REMAIN

SSP WALL

EXISTING

SSP WALL

PROPOSED

STRUCTURAL DRAWINGS

FOR TIP ELEV. SEE

TO REMAIN

SSP WALL

EXISTING

SSP WALL

PROPOSED

TO REMAIN

SSP WALL

EXISTING

STRUCTURAL DRAWINGS

FOR TIP ELEV. SEE

EXISTING SURFACE

FILL

2 TO 1 SLOPE

REUSED A-STONE

RIVER BOTTOM

EXISTING SURFACE

RIVER BOTTOM

RIVER BOTTOM

RIVER BOTTOM

EXISTING SURFACE

EXISTING SURFACE

SEE NOTE #1

LAKE BOTTOM

APPROX.

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TIP ELEV 534.5

®of Engineers

US Army Corps

U .S

A R

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O R

P S O

F E

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IN

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H-SCALE: 1" = 20' | V-SCALE: 1"=10'

CROSS SECTIONS

20' 40'0 10' 20'0

VERTICAL SCALE HORIZONTAL SCALE

GENERAL NOTES

1.5

R A

N A M

IS

H

R A P .E

W P -1

-B -0

W P -1

-C -0

X

X

M A

Y

TEMPORARY SEEDING MIX.

EROSION CONTROL SILT FENCE AND

3. LANDSCAPING FILL TO BE PROTECTED BY

PILE WALL OR BEHIND IT.

BELOW WATER LINE IN FRONT OF NEW SHEET

SHALL BE REUSED ON SITE BY PLACING IT

STONE REMOVED TO CLEAR THE DRIVE LINE

2. IN ORDER TO INSTALL SHEET PILE WALL ANY

BE REPLACED WITH NEW CA-6 STONE.

SAME MATERIAL THE PARKING SURFACE SHALL

TO BE EXCAVATED AND BACKFILLED WITH THE

CONSTRUCTED IN THE PARKING AREA. AREA

DETAILS ABOUT THE STRUCTURE TO BE

1. SEE STRUCTURAL DRAWINGS FOR MORE

RIVERSIDE

LAKESIDE

PARKING RIVERSIDE

70'

70'

TO REMAIN

SSP WALL

EXISTING

TIE ROD

NEW CA1 STONE

35' LONG

SSP WALL

EXISTING

ELEV 568 (MIN)

NEW TOE STONE

SSP WALL

PROPOSED

1' LANDSCAPING FILL

1' CA-6 STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

ELEV 568 (MIN)

NEW TOE STONE

SSP WALL

PROPOSED

1' LANDSCAPING FILL

1' CA-6 STONE

TO REMAIN

SSP WALL

EXISTING

TIE ROD

NEW CA1 STONE

35' LONG

SSP WALL

EXISTING

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

ELEV 568 (MIN)

NEW TOE STONE

SSP WALL

PROPOSED

1' LANDSCAPING FILL

1' CA-6 STONE

TO REMAIN

SSP WALL

EXISTING

TIE ROD

NEW CA1 STONE

35' LONG

SSP WALL

EXISTING

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

ELEV 568 (MIN)

NEW TOE STONE

SSP WALL

PROPOSED

1' LANDSCAPING FILL

1' CA-6 STONE

TO REMAIN

SSP WALL

EXISTING

TIE ROD

NEW CA1 STONE

35' LONG

SSP WALL

EXISTING

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

TOE STONE

APPROX. EXISTING

TOE STONE

APPROX. EXISTING

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

EXISTING SURFACE

A-STONE

APPROX. EXISTING

2 TO 1 SLOPE

REUSED A-STONE

2 TO 1 SLOPE

REUSED A-STONE

2 TO 1 SLOPE

REUSED A-STONE

TOE STONE

APPROX. EXISTING

2 TO 1 SLOPE

REUSED A-STONE

FILL

FILL

FILL

FILL

RIVER BOTTOM

RIVER BOTTOM

RIVER BOTTOM

RIVER BOTTOM

LAKE BOTTOM

EXISTING

LAKE BOTTOM

EXISTING

LAKE BOTTOM

EXISTING

LAKE BOTTOM

EXISTING

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TIP ELEV 534.5

TIP ELEV 534.5

TIP ELEV 534.5

TIP ELEV 534.5

®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

CS303

S

O J E

C T I

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VERTICAL SCALE HORIZONTAL SCALE

H-SCALE: 1" = 20' | V-SCALE: 1"=10'

CROSS SECTIONS

GENERAL NOTES

1.5

1.5

R A

N A M

IS

H

R A P .E

W P -1

-B -0

W P -1

-C -0

X

X

1.5

1.5

M A

Y

TEMPORARY SEEDING MIX.

EROSION CONTROL SILT FENCE AND

2. LANDSCAPING FILL TO BE PROTECTED BY

PILE WALL OR BEHIND IT.

BELOW WATER LINE IN FRONT OF NEW SHEET

SHALL BE REUSED ON SITE BY PLACING IT

STONE REMOVED TO CLEAR THE DRIVE LINE

1. IN ORDER TO INSTALL SHEET PILE WALL ANY

RIVERSIDE

LAKESIDE

RIVERSIDE

LAKESIDE

RIVERSIDE

LAKESIDE

RIVERSIDE

LAKESIDE

70'

1' CA-6 STONE

1' LANDSCAPING FILL

SSP WALL

PROPOSED

ELEV 577 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TIE ROD TO REMAIN

SSP WALL

EXISTING

EXISTING SURFACE

1' CA-6 STONE

1' LANDSCAPING FILL

SSP WALL

PROPOSED

ELEV 568 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TIE ROD TO REMAIN

SSP WALL

EXISTING

EXISTING SURFACE

1' CA-6 STONE

1' LANDSCAPING FILL

SSP WALL

PROPOSED

ELEV 568 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TIE ROD TO REMAIN

SSP WALL

EXISTING

EXISTING SURFACE

A-STONE

APPROX. EXISTING

A-STONE

APPROX. EXISTING

2 TO 1 SLOPE

REUSED A-STONE

TOE STONE

APPROX. EXISTING

FILL

FILL

FILL

2 TO 1 SLOPE

REUSED A-STONE

2 TO 1 SLOPE

REUSED A-STONE

RIVER BOTTOM

RIVER BOTTOM

RIVER BOTTOM

LAKE BOTTOM

EXISTING

LAKE BOTTOM

EXISTING

LAKE BOTTOM

EXISTING

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7+00.0000

TIP ELEV 534.5

TIP ELEV 534.5

TIP ELEV 534.5

®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

CS304

S

O J E

C T I

D

F

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CROSS SECTIONS

20' 40'0

HORIZONTAL SCALE

10' 20'0

VERTICAL SCALE

1.5

1.5

1.5

GENERAL NOTES

R A

N A M

IS

H

R A P .E

W P -1

-B -0

W P -1

-C -0

X

X

M A

Y

TEMPORARY SEEDING MIX.

EROSION CONTROL SILT FENCE AND

2. LANDSCAPING FILL TO BE PROTECTED BY

PILE WALL OR BEHIND IT.

BELOW WATER LINE IN FRONT OF NEW SHEET

SHALL BE REUSED ON SITE BY PLACING IT

STONE REMOVED TO CLEAR THE DRIVE LINE

1. IN ORDER TO INSTALL SHEET PILE WALL ANY

RIVERSIDE

LAKESIDE

RIVERSIDE

LAKESIDE

1' CA-6 STONE

1' LANDSCAPING FILL

SSP WALL

PROPOSED

ELEV 577 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TO REMAIN

SSP WALL

EXISTING

EXISTING SURFACE

1' CA-6 STONE

1' LANDSCAPING FILL

SSP WALL

PROPOSED

ELEV 577 (MIN)

NEW TOE STONE

DRIVE LINE LIMITS

TOE STONE CLEAR

APPROXIMATE

35' LONG

SSP WALL

EXISTING

NEW CA1 STONE

TIE ROD TO REMAIN

SSP WALL

EXISTING

EXISTING SURFACE

FILL

FILL

2 TO 1 SLOPE

REUSED A-STONE

TOE STONE

APPROX. EXISTING

2 TO 1 SLOPE

REUSED A-STONE

TOE STONE

APPROX. EXISTING

RIVER BOTTOM

LAKE BOTTOM

EXISTING

TUNNEL STRUCTURE

EXISTING

RIVER BOTTOM

LAKE BOTTOM

EXISTING

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V A

T

IO

N

0 20 40 60 80 100 120

140 150

-20-40-60-80-100-120-140-150

8+00.0000

TIP ELEV 534.5

TIP ELEV 534.5

®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

CS305

S

O J E

C T I

D

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HORIZONTAL SCALE

10' 20'0

VERTICAL SCALE

A2

H-SCALE: 1" = 20' | V-SCALE: 1"=10'

CROSS SECTIONS

C R

O S

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IO

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GENERAL NOTES

1.5

1.5

R A

N A M

IS

H

R A P .E

W P -1

-B -0

W P -1

-C -0

X

X

M A

Y

TEMPORARY SEEDING MIX.

EROSION CONTROL SILT FENCE AND

2. LANDSCAPING FILL TO BE PROTECTED BY

PILE WALL OR BEHIND IT.

BELOW WATER LINE IN FRONT OF NEW SHEET

SHALL BE REUSED ON SITE BY PLACING IT

STONE REMOVED TO CLEAR THE DRIVE LINE

1. IN ORDER TO INSTALL SHEET PILE WALL ANY

RIVERSIDELAKESIDE

TREES/VEGETATION WAS REMOVED IN SUMMER 2017

TIE-IN WATER AND SEWER PIPES

SEWER LINE

PROPOSED

WATER LINE

PROPOSED

EXISTING

S O

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A R

M Y C

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P S O

F E

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IN

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R S

®of Engineers

US Army Corps

D1

A1 A6

END OF PIER LOOKING EAST

UTILITY BOX ON END OF PIER RAILING, PIPING AND STAIRS AT END OF PIER

D6

SITE MAP END OF PIER

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

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CS306

A D

A M K

A

IC

A G

O

IL

L

IN

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IS

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A

IR

S

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IC

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O L

O C

K

W P -1

-C -0

X

X

C H

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O

IL

L

IN

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IS

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A S

A L L E S

T S

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IT

E

C H

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O D

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IT

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8+50

HEAT TRACED

WATER MAIN

INSULATED PIPE

FORCE MAIN

SANITARY

DUCKBANK

INSULATED PIPE

MATCH ADJACENT PIPE SUPPORT

NEW SHEET PILE

ACCESS HATCHABANDON IN PLACE, COORDINATE WITH COR

SANITARY FORCE MAIN TIE IN TO EXISTING HORIZONTAL RUNS

SEE NOTE 1

WATER SERVICE TIE IN TO EXISTING HORIZONTAL RUNS

WITH FOUNDATION

TYPICAL SUPPORT

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SCALE: 1/2" = 1' 0 2' 4'1'C-103

D SECTION D - WATER SERVICE AND FORCE MAIN PIER TIE-IN

GENERAL NOTES

CS307

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THE TOP OF PIPE IS 5' FROM GRADE. COR TO VERIFY.

APPROXIMATELY 5' HORIZONTALLY FROM THE 90° PIPE BEND OR WHEN

NEW UNDERGROUND WATER SERVICE AND SANITARY PIPING

TRACE INSULATED PIPING SYSTEMS TO END AND TRANSITION TO THE

APPROVED FOR WATERTIGHT BELOW GROUND INSTALLATION. HEAT

4. PROVIDE MANUFACTURER'S RECOMMENDED JACKETING COVERS

3. PROVIDE MANUFACTURERS RECOMMENDED PIPE BEDDING.

BE LOCATED WITHIN 3' OF ELBOWS.

2. PROVIDE APPROPRIATE PIPING SUPPORTS EVERY 10'. A SUPPORT SHALL

SYSTEM PER SPECIFICATION 33 31 23.00 10.

1. WATER AND SANITARY FORCE MAIN PIER TIE-IN POINTS. MATCH EXISTING

M A

Y

18'-0"

CROSS-SECTIONS

FOR MORE DETAILS SEE

50' LONG

EVERY 3RD PILE

PILE 35' LONG

EXISTING SHEET

TOP CONCRETE CAP ±581.5

HANDRAIL

EXISTING

STRUCTURE

TUNNEL

EXISTING

BE RELOCATED

UTILITIES TO

ANCHORS TO REMAIN

WALL, WALE AND

EXISTING MZ-38 SSP

EXISTING 12" CONCRETE WALL CAP

EXISTING UTILITY DUCTBANK TO REMAIN

ELEVATION

UNKNOWN

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FINAL

0 4' 8'2'

EL. 531.7 (EVERY THIRD PILE)

EL. 546.7

LAKESIDE

RIVERSIDE

TOP OF SSP EL. 582.5

BOTTOM OF EXISTING SSP EL. 534.75

GENERAL NOTES

DRIVELINE CLEARING AND ANCHOR WALL INSTALLATION.

WALL CAP, SHEET PILE, AND EXISTING UTILITY DUCT BANK DURING

TO PROTECT AND PREVENT ANY MOVEMENT OF THE EXISTING LAKESIDE

CONTRACTOR SHALL PROVIDE ANY TEMPORARY BRACING NECESSARY

THE INTEGRITY OF THE EXISTING SHEET PILE AND TIMBER CRIB.

CONTRACTOR SHALL LIMIT LENGTH OF DRIVELINE CLEARING TO MAINTAIN

REQUIRED TO BE CLEARED ALL THE WAY TO THE SHOWN TIP ELEVATION.

LAKESIDE SHEET PILE ANCHOR WALL. EXISTING TOE STONE MAY BE

4. CONTRACTOR SHALL CLEAR DRIVELINE AS REQUIRED TO INSTALL NEW

INTEGRITY OF EXISTING STRUCTURES TO REMAIN.

3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

THE EXISTING WALE.

THRU THE EXISTING TUNNEL WALLS SHALL MATCH THE CENTERLINE OF

RIVERSIDE SHEET PILE WALL. CENTERLINES OF HOLES TO BE DRILLED

ADJUSTED TO MATCH ELEVATION OF EXISTING WALE ON EXISTING

SHEET PILE WALL. NEW WALE ON NEW ANCHOR WALL SHALL BE

OF EXISTING WALE MAY VARY ALONG THE LENGTH OF THE EXISTING

INSTALLATION OF NEW SHEET PILE ANCHOR WALL AND WALE. ELEVATION

TO DRILLING HOLES THRU EXISTING TUNNEL CROSS SECTION AND

2. CENTERLINE ELEVATION OF EXISTING WALE SHALL BE VERIFIED PRIOR

INCLUDING ALL DIMENSIONS SHOWN IN REFERENCE DRAWINGS.

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF WORK

CS501

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A1

SCALE: 1" = 4'-0"

TYPICAL CROSS SECTION (EXISTING)

SHEET PILE

EXISTING

SHEET PILE WALL

NEW

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SEE NOTE 3

70'-0"

26'-1"1'-5"12'-0"18'-0"12'-6"

10'-0" 3'-6"

(SEE NOTE 5)

EL. 568

CONTROL SILT FENCE

INSTALL EROSION

CA6 STONE

1 FT

NEW WALL

WATER MAIN

HEAT TRACED

DUCTBANK

EXISTING

NEW TIE ROD

TOE STONE

EXISTING

(SEE NOTE 1)

A-STONE

FILL SEEDED

1 FT LANDSCAPING

1 FT

STONE

NEW CA-1

ON SHEET CS101

SEE DETAIL 'A'

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EL. 548.5 +/- EL. 548.5

EL. 582.5 +/-

LAKESIDE RIVERSIDE

EL. 581.5 +/-

EL. 588.5

EL. 583.83

TOP OF CONCRETE

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NOTES:

3' 6'0

EXISTING FILL

2.5

EL. 554.0

APPROX. LAKE BOTTOM

EXISTING FILL

SLOPE 1%

EL. 534.5

MORE DETAILS

SEE SHEET CS503 FOR

NEW FORCE SEWER MAIN

(SEE NOTE 2)

FILL

MANAGEMENT MANUAL.

INSTALLATION AND SEWER AND STORM WATER

SHALL FOLLOW CITY OF CHICAGO WATER MAIN

4. INSTALLATION OF THE SEWER AND WATER MAINS

AND REPLACED WITH CA-1.

3. ANY EXCAVATED MATERIAL WILL BE HAULED OFFSITE

TO -1 FT FROM NEW TIE-RODS.

2. FILL: THE EXISTING TOE STONE SHALL BE FILLED UP

19.45 03 AND 35 31 20 00.03.

MORE DETAILS SEE SPECIFICATION SECTIONS 35 31

7+00 AND 577 FROM STA. 7+00 TO STA. 8+25. FOR

2:1 SLOPE (H:V) TO EL. 568 (+3,-0) FROM STA. 3+50 TO

1. PLACE A-STONE AT LAKESIDE TOE OF SHEET PILE IN A

CS502

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NEW CONCRETE

A1

SCALE: 1" = 3'-0"

TYPICAL SECTION (PROPOSED)

EL. 582.5

MATERIAL

6" BEDDING

MATERIAL

6" BEDDING

SEWER MAIN

FORCED

EXISTING DUCTBANK

NEW TIE RODS

MATERIAL

BACKFILL

1' BACKFILL MATERIAL

HEAT TRACED WATER MAIN

10' 0"

M

IN

6'-6"

WALKWAY

CONCRETE

EXISTING

INSTALL TYPICAL RAILING

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CARRIER PIPE

POLYURETHANE FOAM INSULATION

3/4" HEATING CABLE TUBE

8" INSULATION JACKET

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A8

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

PIPE INSULATION AND HEAT TRACE DETAIL

EXISTING GROUND

B1

SCALE: 1" = 1'

0 1' 2'6"

SECTION

A N

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RIVERSIDE

ELEV. 588

LAKESIDE

E1

SCALE: NTS

STAIRS AND RAILING

GENERAL NOTES

EXISTING BASE FOR PIPE SUPPORTS.

3. CONCRETE SLABS TO BE REINFORCED AND POURED IN LOCATIONS WITH NO

PER SPECIFICATIONS 33 11 00 AND 33 31 23.0010.

2. INSTALL INSULATED HEAT TRACED WATER SERVICE AND SANITARY FORCE MAINS

ON THIS SHEET.

JACKETING AND CABLE TUBE. SEE THE PIPE INSULATION AND HEAT TRACE DETAIL

SANITARY FORCE MAIN CONSISTS OF A 3" CARRIER PIPE WITH THE SAME SIZE

OF A 2" COPPER CARRIER PIPE, 3/4" HEATING CABLE TUBE, AND AN 8" JACKET. THE

SANITARY LINES. THE EXISTING PRE-INSULATED WATER SERVICE PIPING CONSISTS

AND MATERIAL OF THE EXISTING ABOVE GROUND INSULATED WATER SERVICE AND

1. INSULATED PIPE: PIPING, INSULATION, AND HEAT TRACE SHALL MATCH THE SIZE

M A

Y

TUNNEL

L A

K E

S

ID

E

T U

N N

E L

BE GRADED AS SHOWN ON SHEET CS101

EXISTING PARKING LOT ELEVATION TO