W912P6-09-R-0006-Plans-Sol.pdf

PDF 27 MB Posted Jul 6, 2009

Attached to: PROJECT TITLE: GROUT CURTAIN CUP McCOOK RESERVOIR
Solicitation number: W912P6-09-R-0006
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

THE PROJECT PLANS ARE CONTAINED IN THIS FILE.

View the file

Other files

File	Type	Posted
GROUT II Amd 0003 W912P6-09-R-0006 .pdf	PDF	Aug 7, 2009
28 23 29.00 03_ Webcam Location Plan.pdf	PDF	Aug 7, 2009
W912P609R0006-0002_McCook Grout 2_Plans.pdf	PDF	Aug 5, 2009
W912P609R0006-0002_McCook Grout 2_Spec.pdf	PDF	Aug 5, 2009
Grout II Amd 0002 General Decision NumberIL0800009 7-17-2009.pdf	PDF	Aug 5, 2009
Grout II McCook AMD 0002 F.pdf	PDF	Aug 5, 2009
GROUT 2 MCCOOK Amendment 0001.pdf	PDF	Jul 24, 2009
Grout IIAmendment 1 Dwgs.pdf	PDF	Jul 24, 2009
W912P609R0006-0001_McCook Grout 2_Spec.pdf	PDF	Jul 24, 2009
W912P609R0006_McCook Grout 2_Solicitation_Specifications.pdf	PDF	Jul 6, 2009
W912P609R0006_Appendix A_ Geotechnical Data.zip	ZIP file	Jul 6, 2009

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

_G-01.dgn 7/6/2009 5:20:33 PM

SITE AREA MAP

ILLINOIS

VICINITY

LOCALITY MAP

VICINITY MAP

G-01

C O

V E

S H

E E

CHICAGOLAND UNDERFLOW PLAN (CUP)

McCOOK RESERVOIR, STAGE 2 GROUT CURTAIN

SOLICITATION SET

B C D

E F G H

U .S

A R

M Y

T R

C O

R P

O F

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

G .d g n

A B C D E F G H

O W

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

D a t e

A p p r o v e d

B y

R e v ie w y

A p p r o v a l R e c o m m e n d e d

D a t e

P r o j e c t a n a g e r

a m

L a d e r

C h ie f

D e s ig n r a n c h

D A

T E

S C

A L

D R

A W

D E

SHEET

REFERENCE

NUMBER:

SHEET OF

US Army Corps of Engineers

Chicago District

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

O J E

A R

E E

R S

C H

T R

U A

N A

T U

T R

A T

N A

P E

E S

D O

C U

M E

E R

A T

P L

O Y

M E

N T

N A

T U

R E

Q U

S I

G N

A T

U R

F I

L O

N D I

C A

F I

C O

M M

E N

D A

T I

A P

P R

O V

A W I

N G

M C

S O

A T

F E

L I

C I

A Y

K I

R K S

E Y

J O

S E P

H J S

C H

M I

D T P .E

B R

O O

K E

B R

O S I P .G K

E N

N E

T H E

H E

N N P .G

SEE SITE

AREA MAP

McCOOK

RESEVOIR

SITE

BLA-1

BLA-2

BLA-3

_G-02.dgN 7/6/2009 4:32:12 PM

G-02

COVER SHEET

SHEET

NUMBER REFERENCE

SHEET

SHEET TITLE

G-011

INDEX SHEET, BENCHMARKS, SYMBOLS, MONITORING POINTS,

ABBREVIATIONS AND GENERAL NOTES

C-11

R-01

R-02

R-03

TUNNEL PLUG

73RD TO 57TH STREET TUNNEL

SECTION CUT

TOP - SECTION IDENTIFICATION LETTER

LEFT - DRAWING FROM WHICH SECTION IS TAKEN

RIGHT - DRAWING ON WHICH SECTION IS DRAWN

TOP - SECTION IDENTIFICATION LETTER

LEFT - DRAWING(S) FROM WHICH SECTION IS TAKEN

RIGHT - DRAWING ON WHICH SECTION IS DRAWN

SECTION

SCALE: 1"=1’-0"

C-13C-04

SECTION TITLE

C-13C-04

DRAWING INDEXSTANDARD SYMBOLS

SEWER MANHOLE

C.P.

A.M.

IDOT

GWM

MIN.

TYP.

INV.

EL.

M.H.

I.D.

C.P.

ILLINOIS DEPARTMENT OF TRANSPORTATION

MWRDGC METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO

DIAM.

DIAMETER

CHICAGO CITY DATUM

GROUNDWATER MONITORING WELL

MINIMUM

TYPICAL

INVERT

ELEVATION

MANHOLE

INSIDE DIAMETER

RADIUS

WIDTH

GENERAL NOTES

2. THE COORDINATE SYSTEM SHOWN ON THE DRAWINGS REFERS TO

4. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES,

UTILITIES, AND OTHER SITE FEATURES ARE APPROXIMATE AND SHALL

BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR

CCD

CATHODIC PROTECTION

SL SLUDGE

LAWNDALE AVENUE SOLIDS MANAGEMENT AREALASMA

D.I. DUCTILE IRON

BOTTOM

R.R. RAILROAD

CENTERLINEC.L.

BOT.

SOME ELEVATIONS REFER TO CHICAGO CITY DATUM (CCD) 0.00 FEET

X9.5

G-02

STANDARD ABBREVIATIONS

5. THE CONTRACTOR SHALL INVESTIGATE THE SITE IN ACCORDANCE WITH

THE CONTRACT CLAUSE 52-236-3, SITE INVESTIGATIONS AND CONDITIONS

AFFECTING THE WORK.

SITE TOPOGRAPHY IS BASED ON AERIAL SURVEY DATED

JULY 28, 1998, WITH THE EXCEPTION OF TOPOGRAPHY SHOWN

FOR LAGOONS 1 THROUGH 10. TOPOGRAPHY FOR LAGOONS 1

THROUGH 10 IS BASED ON SURVEY DATA PROVIDED BY MWRDGC’S

OVERBURDEN REMOVAL CONTRACTOR AND IS DATED SEPTEMBER 7, 2005.

ANY SIGNIFICANT DISCREPANCIES THAT WILL INTERFERE WITH THE WORK.

THE CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE MEASURES

AS MAY BE REQUIRED TO RESOLVE THE DISCREPANCY.

THE ILLINOIS STATE PLANE COORDINATE SYSTEM.

CCD EQUALS 579.19 FEET (MEAN SEA LEVEL, NAVD 1988 ADJUSTMENT).

SHALL IMMEDIATELY REPORT TO THE CONTRACTING OFFICER’S REPRESENTATIVE

SPOT ELEVATION

CONTOUR

ASPHALT ROAD

LIGHT POLE

TELEPHONE POLE

GROUNDWATER MONITORING

(GWM) WELL

POWER LINE TOWER

MWRDGC MONUMENT

WATER LEVEL

SWALE

SEWER

D.I. SL PIPELINE

BORING BY OTHERS

BORING BY PATRICK

ENGINEERING INC.

AMERITECH MARKER

WATER VALVE BOX

GAS VALVE BOX

GAS PIPELINE MARKER

TRAFFIC SIGN

BOLLARD

CATHODIC PROTECTION

TREE

WATER EDGE

RAILROAD TRACKS

WORK LIMITS

CUT-OFF WALL ALIGNMENT (C)

M.H.

E E

B E

N C

H M

A R

K S

S Y

M B

O L

A B

B R

E V

N E

T E

PROJECT BENCHMARKS

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

G .d g N

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

C-01

C-038

C-05

C-06

C-07

B-01

B-02

WORK LIMITS, STORAGE, STAGING & ACCESS

B-03

C-02

C-04

CORNER DETAILS

GROUT CURTAIN LAYOUT & CROSS-SECTIONS

CORNER OVERVIEW

GROUT CURTAIN DETAILS

BORING LOGS

_B-01.dgn 7/6/2009 4:34:20 PM

(BORING NUMBER)

(BORING LOCATION)

LEGEND

LB-104A-98

dd= 107.8 pcf

N 1860810

E 634501

(12/9/98)

M P

L E

(PROJ. 30’ NW)

(DISTANCE BORING

PROJECTED ONTO

PROFILE)

LL=24

PL=10

GRAPHIC LOG SYMBOLS

CLEAN SAND

(SP,SW-SM)

SILT (ML) FILLSILTY CLAY OR

(CL, CL-ML)

CLAYEY GRAVEL

(GC)(SM)

SILTY SAND

(GW)

CLEAN GRAVEL

DOLOMITIC

LIMESTONE

SILTY GRAVEL

(GM)

ORGANIC CLAY

(OH)

CLAYEY SAND

(SC)

COBBLES &

BOULDERS

WATER LEVEL SYMBOLS

WATER LEVEL. IMMEDIATELY AFTER DRILLING

WATER LEVEL. AFTER 24 HOURS

DOLOMITIC

MUDSTONE

SHALE

sg =2.84

(ROCK QUALITY DESIGNATION, %)

sd=99.25 si=0.0242

(POISSON’S RATIO)

(SHEAR MODULUS, PSI)

(BULK MODULUS, PSI)

(YOUNG’S MODULUS, PSI)

(WET DENSITY, PCF)

qu*=3.25 tsf uc=11,920 psi

(ROCK FORMATION NAME)

(FORMATION BREAK)

(ATTERBERG LIMITS,

LIQUID LIMIT AND

PLASTIC LIMITS, %)

(SPECIFIC GRAVITY)

RACINE FORMATION

(DATE OF WATER LEVEL

READING, 24 HOURS

AFTER DRILLING)

(SEE THIS SHEET

FOR ADDITIONAL

GRAPHIC LOG SYMBOLS)

(SWELLING INDEX)

(BRAZILIAN DISK

TENSILE, PSI)

(SLAKE DURABILITY,

2ND CYCLE %)

-386.1 bd=1,000 psi pr=0.2397 wd=166.4 pcf sm=2,718,283 psi bm=4,314,444 psi ym=6,739,465 psi

(FINAL DEPTH (CCD))

(UNCONFINED COMPRESSIVE

STRENGTH, TSF)

(DRY UNIT WEIGHT, PCF)

(UNCONFINED COMPRESSIVE

STRENGTH, PSI)

**INDICATES < L/D 2.0 CORRECTION FACTOR FROM ASTM D 2938 USED.

STA. 35+00 STA. 45+00

SUBSURFACE PROFILE

0’ 25’ 50’25’

VERTICAL SCALE: 1 INCH = 25 FEET

PLAN VIEW

0’ 100’ 200’100’ 20’

SCALE: 1 INCH = 100 FEET

0’ 100’ 200’100’ 20’

HORIZONTAL SCALE: 1 INCH = 100 FEET

B-01

R O

C H

F O

R D

Y J S

O W J

Y J S

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

OH-OL

2.1

5’

TOPSOIL -FILL

OH-OL

2.7

SP - FILL

LB-101-98

BEDROCK

DOLOMITE

-392.3

SHALE

FILL- CL

CL-ML

LB-107-98

SHALE

-390.3

BEDROCK

DOLOMITE

DOLOMITIC

MUDSTONE

DOLOMITIC

MUDSTONE

+29.2

N 1864264

E 1121678

STS-B-101A

STS-B-101

N 1864251

E 1121697 +28.3

+20.7

N 1864262

E 1122060

N 1863882

E 1122145

(OVERBURDEN

NOT SAMPLED)

+20.7

B-40

B-39 B-37 B-36

NOTE:

1. COMPLETE BORING LOGS ARE CONTAINED IN THE ATTACHMENTS

TO SECTION 003132.1303 GEOTECHNICAL DATA.

BEDROCK

DOLOMITE

N 1864300.7

E 1121871.2

BEDROCK

DOLOMITE

N 1864272.7

E 1121961.2

BEDROCK

DOLOMITE

SHALE

N 1864176.7

E 1122147.2

B-37 B-39B-40

BEDROCK

DOLOMITE

N 1864113.7

E 1122225.2

B-36

R E

T A

R E

T A

-64.0

+18.4+20.0

-70.5

+17.8

-61.8

+17.5

-61.3

T A

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

B O

G S

-303.3

-309.5

MATCH LINE STA. 45+00 SEE SHEET B-02

B C

F G H

N O

M P

END ’B’ LINE

STA. 42+80

BEGIN ’B’ LINE

STA. 45+60

BEGIN ’B’ LINE

STA. 34+50

BEGIN ’A’ LI

NE S

TA. 33

+60

BEGIN ’A’ LINE

STA. 44+50

’A’

INE

TA.

1+7

C H I

C A

N I

T A

N A

P I

P E

T U

N N

E L

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

B .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

-1 1-

-1 -9

S T S -B -1

S T S -B -1 1A S

T S -B -1

T S C -B -8

32+00

33+00

34+00

35+00

42+00

43+00

44+00

45+00

G R

L I

N E

B A

L I

G N

M E

N T

L I

N E

_B-02.dgn 7/6/2009 4:35:50 PM

R O

C H

F O

R D

Y J S

O W J

B-02

PLAN VIEW

0’ 100’ 200’100’ 20’

SCALE: 1 INCH = 100 FEET

STA. 45+00STA. 50+00STA. 55+00STA. 60+00STA. 65+00STA. 75+00 STA. 70+00

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

TSC-9

FILL

+11.6

-18.4

+10.6

-25.0

+27.84

+11.0

-31.5

TSC-B-12A TSC-B-13A TSC-B-14A

LB-103-98 LB-103A-98

TSC-B-17A TSC-B-18A

LB-116-98

TSC-B-20A

STS-B-104A

FILL

SILT

LB-117-98

ASPHALT

FILL

GW-GM

SILT

FILL

-45.0

TSC-B-15AFILL

SUBSURFACE PROFILE

0’ 25’ 50’25’

VERTICAL SCALE: 1 INCH = 25 FEET

0’ 100’ 200’100’ 20’

HORIZONTAL SCALE: 1 INCH = 100 FEET

TSC-B-10

+10.8

-22.0

FILL

+11.1

-29.0

FILL

+10.0

-26.0

FILL

-410

SHALE

DOLOMITE MUDSTONE

+28.6

FILL

-306.4

BEDROCK DOLOMITE

+10.6

-28.0

FILL

SM-ML

+28.2

FILL

-43.0

+11.6

-28.0

FILL

SILT

+10.6

-24.5

FILL

+27.4

-26.5

GP-FILL

CL-FILL

SC-SM

CL-CH

+10.9

-28.0

TOPSOIL

+9.1

-32.0

FILL

SP-SM

-54.0

+28.4

SW-SM

SP-SM

ML CL

CL-ML

FILL

CL-ML

SP-SM

-16.4

+28.6

FILL

-360

N 1862394

E 1121223

N 1861498

E 1120602

N 1861498

E 1120676

N 1862218

E 1121883

N 1861761

E 1120768

N 1862084

E 1120987 N 1862338

E 1121176

N 1862626

E 1121314

N 1862632

E 1121316

N 1862651

E 1121392

N 1862812

E 1121503

N 1862633

E 1121436TSC-B-16A

N 1862980

E 1121620

TSC-B-19A

N 1863047

E 1121656

N 1863083

E 1121693 N 1863344

E 1121867

N 1863546

E 1121968

N 1862541

E 1121317

5’

B-3 B-8 B-9 B-12 B-13 B-21 B-28 B-29

BEDROCK

DOLOMITE

+9.7

NOTE:

1. COMPLETE BORING LOGS ARE CONTAINED IN THE

ATTACHMENTS TO SECTION 003132.1303 GEOTECHNICAL DATA.

B-3

N 1861379.7

E 1120545.2

TSC-B-10A TSC-B-11A B-8

N 1861790

E 1120826

N 1861873

E 1120882

B-9

BEDROCK

DOLOMITE

BEDROCK

DOLOMITE

-48.5

-46.1

+10.2 +10.4

-45.0

+28.8

-52.0

+10.2 +10.1

-49.0 -49.0

B-12 B-13

N 1862121.7

E 1121051.2

N 1862203.7

E 1121107.2

BEDROCK

DOLOMITE

BEDROCK

DOLOMITE

-39.5

+10.1

BEDROCK

DOLOMITE

R E

T A

B-21

N 1862867.7

E 1121560.2

-46.0

+10.1

B-28

N 1863442.7

E 1121955.2

R E

T A

BEDROCK

DOLOMITE

-47.5

+10.6

BEDROCK

DOLOMITE

B-29

N 1863525.7

E 1122012.2

R E

T A

R E

T A

R E

T A

R E

T A

R E

T A

R E

T A

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

COBBLES &

BOULDERS

B O

G S

M A

CHICAGO SANITARY SHIP CANALCHICAGO SANITARY SHIP CANAL

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

B .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

B16

B17 B15 B E

G I

B E

G I

L B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B 11A

T S

C B

S T S B

T P 1-

_B-03.dgn 7/6/2009 4:38:19 PM

B-03

R O

C H

F O

R D

Y J S

O W J

Y J S

SUBSURFACE PROFILE

0’ 25’ 100’25’

VERTICAL SCALE: 1 INCH = 25 FEET

PLAN VIEW

0’ 100’ 200’100’ 20’

SCALE: 1 INCH = 100 FEET

0’ 100’ 200’100’ 20’

HORIZONTAL SCALE: 1 INCH = 100 FEET

STA. 105+00 STA. 100+00 STA. 75+00STA. 80+00STA. 85+00STA. 90+00

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

TSC-B-1A

-18.7

LIMESTONE

TSC-B-2A

ML/CL

TSC-B-3A

-10.7COBBLES &

BOULDERS

TSC-B-4A

-14.2

E L

E V

A T

E T

T U

-25

-50

-75

-100

-125

-150

-200

-175

TSC-B-5A

FILL-TOPSOIL

FILL-LIMESTONE

CL-ML

-9.9

BEDROCK, COBBLES

AND BOULDERS

TSC-B-6A

FILL-TOPSOIL

-14.4

ML-CL

TSC-B-7A

-22.1

GP & SP

BOULDER OR

BEDROCK

LB-111-98

BEDROCK

DOLOMITE

-381.6

DOLOMITIC MUDSTONE

SHALE

5’

TSC-B-8A

-22.4

TSC-B-9A

-17.0

SAND, GRAVEL AND

BOULDERS

TOPSOIL

GM-SM

LIMESTONE, COBBLES

and/or BOULDERS

SM/ML

TOPSOIL

LB-105-98

BEDROCK

DOLOMITE

-375.8

SHALE

FILL- GM

FILL- CL

SM-GM

DOLOMITIC MUDSTONE

FILL-LIMESTONE

GRAVEL,

SAND AND

BOULDERS

TOPSOILTOPSOIL

-14.0

+17.8 +18.0

N 1859535

E 1119096 +18.3

N 1859431

E 1119152 +18.8

N 1859490

E 1119187 +18.6

N 1859482

E 1119122

+17.6

N 1859775

E 1119412 +18.0

N 1859855

E 1119470

+16.6

N 1860067

E 1119602

N 1860177

E 1119687

N 1860756

E 1120073

+17.0

+28.2

N 1859273

E 1119043

N 1859657

E 11191319

(OVERBURDEN

NOT SAMPLED)

NOTE:

1. COMPLETE BORING LOGS ARE CONTAINED IN THE

ATTACHMENTS TO SECTION OO3132.1303

GEOTECHNICAL DATA.

SB-40 SB-39 SB-37 SB-36 SB-28

SB-24 SB-18

SB-16 SB-14

SB-12 SB-7 SB-5 SB-3

SB-2

B O

G S

SB-39

R E

T A

SB-40

R E

T A

SB-37 SB-36

+17.1 +16.9+17.0+17.5

-48.5 -49.0

-45.9

-42.1

R E

T A

R E

T A

COBBLES &

BOULDERS

COBBLES &

BOULDERS

DOLOMITE

COBBLES &

BOULDERS

DOLOMITE

COBBLES &

BOULDERS

-40.2

+19.3

SB-28

COBBLES &

BOULDERS

DOLOMITE

R E

T A

FILL

N 1858935.347

E 1118816.002

N 1858873.346

E 1118773.673

N 1859059.149

E 1118900.67 N 1859121.05

E 1118942.998

N 1859616.157

E 1119281.89

R E

T A

SB-24

DOLOMITE

N 1859859.161

E 1119457.816

DOLOMITE

R E

T A

COBBLES &

BOULDERS

SB-18

+18.5

-27.8

N 1860227.366

E 1119716.419

R E

T A

DOLOMITE

N 1860351.768

E 1119800.247 +18.4

-27.6

SB-16

R E

T A

-25.7

+18.4

DOLOMITE

SB-14

N 1860476.17

E 1119884.005

R E

T A

DOLOMITE

-30.8

+17.0

SB-12

N 1860600.671

E 1119967.753

COBBLES &

BOULDERS

-33.8

+18.7 +16.9

-31.1

-26.7

+15.3

-30.9

+13.6

SHALE

-29.4

+12.6

R E

T A

R E

T A

R E

T A

R E

T A

DOLOMITE

SB-7 SB-5 SB-3 SB-2

N 1861209.281

E 1120405.65

N 1861147.08

E 1120363.213

N 1861023.378

E 1120278.285

N 1860899.776

E 1120193.347

-322.4

-298.9

M A

CHICAGO SANITARY SHIP CANAL

T S

C B

T S

C B

T S

C B

T S

C B

T S

C B

L B

L B 1-

L B

T S

C B

T S

C B

T S

C B

T S

C B 1A

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

A T

E N

A M

E N

A M

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

B21

B20 B18

B19

B24 B22B23

_C-01.dgn 7/6/2009 4:39:25 PM

PROJECT SIGN

LOCATION

PROPOSED STAGING AND STORAGE

CONTRACTOR HAS RIGHT OF ACCESS IN THE PERFORMANCE

OF HIS WORK TO THE FOLLOWING LASMA LOCATIONS OUTSIDE

THE DESIGNATED WORK LIMITS AND SITE ACCESS ROUTE:

PROPOSED SETTLING POND

SCALE IN FEET

0 400200 200

WL1

WL2

WL3

WL4

WL5

WL6

WL7

WL8

WL9

WL10

WL11

WL12

WL13

WL14

WL15

WL16

WL17

WL19

WL20

WL21

WL22

WL18

POINT EASTING NORTHING

WL1 1121629.8 1864182.6

WL2 1121793.6 1864362.6

WL3 1121990.4 1864390.9

WL4 1122337.6 1864122.5

WL5 1122308.4 1864009.5

WL6 1122196.5 1863801.3

WL7 1120140.4 1860792.4

WL8 1120008.2 1860627.7

WL9 1119629.8 1860066.4

WL10 1119319.6 1859637.4

WL11 1118636.4 1858642.8

WL12 1118060.1 1859038.6

WL13 1118599.0 1859823.2

WL14 1119135.4 1859454.7

WL15 1119277.4 1859661.5

WL16 1119591.2 1860086.3

WL17 1119971.3 1860663.0

WL18 1120104.4 1860822.3

WL19 1122154.8 1863808.5

WL20 1122234.8 1864042.5

WL21 1121886.2 1864271.2

WL22 1121673.9 1864141.4

FORMER LAGOON CELLS (TYP)

A. BENCHMARK BLA-1, BLA-2, BLA-3

B. CHICAGO SANITARY AND SHIP CANAL DATUM POINT

C. DES PLAINES RIVER STAFF GAGE

MWRD RAILROAD

CONTRACTOR MAY ADD RAMPING AS NECESSARY FOR HIS WORK. ANY

TEMPORARY RAMPS MUST BE REMOVED PRIOR TO COMPLETION OF THE

CONTRACT. THE CONTRACTOR SHALL COORDINATE WITH COR FOR

ANY ACCESS REQUIRED FOR THE USE OF THE PERMANENT RAMP IN

LAGOON 10.

E. SUBSURFACE EXPLORATORY BORING LOCATIONS AS NOTED

IN SECTION 00 31 32.13 03

D. POTABLE WATER SOURCES (HYDRANTS AND

THE CHICAGO SANITARY AND SHIP CANAL)

-NOTE: POTABLE WATER SUPPLY FROM

THESE SOURSES IS NOT CONSIDERED

ADEQUATE FOR USE FOR DRILLING AND

GROUTING PURPOSES.

MWRD RAILROAD

CSX RAILROAD

SCALE IN FEET

0 1200600 600

SCALE IN FEET

0 600300 300

A N

G E

O A

(U .S . 4

T O

D E S

P L

E R

FOLLOW LASMA MARKED

TRUCK ACCESS ROUTE

ENTRANCE AT LA GRANGE ROAD

NOTES:

LEGEND

SITE ACCESS ROUTE

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING HIS

STORED MATERIALS FROM DAMAGE DUE TO STORM EVENTS

OR GROUNDWATER FLUCTUATIONS.

A N

A L

C H

A G

A N

A R

CONTRACTOR WORK LIMITS

CONTRACTOR WORK LIMITS, STAGING AND STORAGE AREAS

WORK LIMITS

WORK LIMITS,

STAGING & STORAGE

CONTROL POINTS

MWRDGC CONSTRUCTION MAINTENANCE AND OPERATIONS

TRAFFIC WILL ALSO BE USING THE DESIGNATED SITE ACCESS

ROUTE. CONTRACTOR SHALL TAKE FULL PRECAUTIONS

FOR SITE SAFETY. MWRDGC/LASMA TRAFFIC HAS ACCESS PRIORITY.

CONTRACTOR SITE ACCESS SHALL BE LIMITED TO THE

DESIGNATED ROUTES, UNLESS OTHERWISE APPROVED

BY THE CONTRACTING OFFICER REPRESENTATIVE.

WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR MAY

REQUEST TEMPORARY/PERMANENT WORK LIMITS OTHER THAN

THOSE SHOWN TO CONSTRUCT HIS WORK PLATFORM OR AS PART

OF HIS GROUTING OPERATIONS. ANY CHANGES TO THESE

LIMITS SHALL MEET WITH THE APPROVAL OF THE CONTRACTING

OFFICER REPRESENTATIVE.

W O

S T

O R

A G

S T

A G

C E

S S

T E R S T

A T E

I-

DETAIL A

DETAIL B

CONTRACTOR SHALL COOPERATE WITH MWRDGC’S CONSTRUCTION

CONTRACTORS WHO WILL ALSO BE WORKING WITHIN THE PROJECT

WORK LIMITS; AND, SHALL COORDINATE AREAS OF WORK ACTIVITES

WITH MWRDGC’S CONTRACTORS. BLASTING WILL LIKELY BE

OCCURRING DAILY DURING THE MINING SEASON IN THE VICINITY OF

THE STAGING AND WORK AREAS. THE CONTRACTOR MUST FOLLOW

ALL SAFETY RESTRICTIONS AS DETERMINED BY THE QUARRY OPERATOR.

LOCATION OF 24’ X 72’

USACE TRAILER (BY OTHERS)

C-01

D E S

P L

E R

D E S

L A

E R

A N

A D

A N

A D

ASPHALT ACCESS ROAD

POTABLE WATER SOURCE (HYDRANTS)

SITE ACCESS ROUTE

D E S

N A T

E D

C E

U T

MWRDGC/LASMA MAINTENANCE AREA

MWRDGC/LASMA VISITOR CENTER

C H

A G

A N

N A L

C H

A G

A N

N A L

S E

W A

P O S

A L

A G

O O

N S

C H

A G

A N

N A L

T E R S T

A T E

I-

T E

R S T

A T E

I-

SEE DETAIL B

SEE DETAIL A

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_C-02.dgn 7/6/2009 4:42:19 PM

FORMER

LAGOON

(TYP)

C-02

SSP RETAINING WALL

MWRDGC R.R.

I-55

CSX R.R.

0 25 50 75 100 125 150-25-50-75-100-125-150

STA.36+00

BASE ALIGNMENT >

GROUT CURTAIN >

STA.40+00

BASE ALIGNMENT >GROUT CURTAIN >

STA.43+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.45+00

BASE ALIGNMENT >

GROUT CURTAIN >

SCALE IN FEET

0100 100 200

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

RAILROAD

> MWRD

GROUT CURTAIN ALLIGNMENT

PT EASTING NORTHING STATION OFFSET

A 1121545.5 1864031.1 31+05.0 4.3

B 1121772.9 1864290.6 34+50.1 5.8

C 1121814.5 1864314.4 34+95.3 21.6

D 1121843.4 1864316.6 35+27.7 39.2

E 1121985.6 1864273.7 37+32.7 25.7

F 1122037.0 1864260.9 37+80.7 3.7

G 1122046.3 1864255.4 37+91.5 1.7

H 1122058.9 1864247.4 38+06.2 0.0

I 1122246.9 1864096.0 40+47.5 -0.8

J 1122263.1 1864081.8 40+68.6 -2.2

K 1122276.0 1864061.1 40+92.7 -2.0

L 1122285.0 1864037.3 41+17.6 -2.9

M 1122288.8 1864017.0 41+37.5 -4.6

N 1122282.8 1863995.0 41+59.4 -0.7

O 1122268.7 1863968.9 41+98.5 3.5

P 1122173.6 1863797.4 43+85.5 -1.7

Q 1121335.5 1862583.9 58.60.2 5.7

R 1120445.4 1861272.2 74+45.4 3.1

S 1120191.8 1860895.8 78+99.3 -1.0

T 1120128.8 1860808.0 80+07.3 1.2

U 1119997.1 1860644.3 82+17.5 0.0

V 1119807.1 1860361.9 85+57.9 0.0

W 1119609.1 1860068.1 89+12.2 0.0

X 1119275.9 1859608.0 94+80.2 0.0

Y 1118925.2 1859097.5 100+99.6 1.5

Z 1118749.8 1858838.4 104+12.5 0.0

BASE STATIONING ALLIGNMENT

PT EASTING NORTHING STATION

B1 1119345.8 1861873.8 0+00.00

B2 1119425.4 1861991.8 1+42.34

B3 1119630.5 1862232.7 4+58.72

B4 1119749.7 1862329.5 6+12.28

B5 1119909.1 1862512.4 8+54.89

B6 1120096.1 1862810.6 12+06.87

B7 1120215.6 1862918.0 13+67.54

B8 1121081.0 1863580.4 24+57.35

B9 1121428.2 1863902.6 29+31.02

B10 1121800.0 1864330.5 34+97.89

B11 1121941.3 1864342.8 36+54.72

B12 1122246.4 1864095.4 40+47.52

B13 1122270.9 1863965.7 41+91.07

B14 1122193.8 1863830.2 43+46.97

B15 1121775.7 1863215.2 50+90.63

B16 1121298.5 1862520.0 59+33.85

B17 1120459.5 1861287.3 74+25.00

B18 1120129.4 1860806.7 80+08.03

B19 1119997.1 1860644.3 82+17.50

B20 1119807.1 1860361.9 85+57.87

B21 1119609.1 1860068.1 89+12.16

B22 1119275.9 1859608.0 94+80.24

B23 1118749.8 1858838.4 104+12.47

B24 1118719.8 1858810.4 104+53.80

B25 1118615.2 1858748.6 105+75.30

B26 1118495.0 1858760.9 107+05.03

B27 1117671.1 1859321.3 117+01.46

B28 1117632.5 1859448.4 118+46.73

B29 1117688.5 1859579.6 119+89.38

B30 1118124.2 1860279.1 128+14.90

B31 1118186.1 1860377.7 129+31.32

B32 1118395.8 1860578.5 132+21.66

B33 1118937.7 1861178.4 140+33.04

B34 1119188.7 1861536.0 144+69.93

CURVE TABLE

NM LENGTH RADIUS START END

C1 156.83 102 B10 B11

C2 143.55 102 B12 B13

C3 41.33 100 B23 B24

C4 129.74 100 B25 B26

C5 145.27 100 B27 B28

C6 825.52 4054.89 B29 B30

C7 811.38 2738.58 B32 B33

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

PROPOSED

RESERVOIR

(BY OTHERS)

NOTES:

1. THE GROUT CURTAIN ALIGNMENT IS BASED ON AS-BUILT

CONDITIONS OF THE SLURRY CUT-OFF WALL. CENTERLINE SHALL

FOLLOW THE ALLIGNMENT SHOWN IN THE GROUT CURTAIN ALLIGNMENT

TABLE. OFFSETS ARE DISTANCES FROM BASE STATIONING, POSITIVE

VALUES INDICATE OFFSETS TO THE INSIDE OF THE BASE

CENTERLINE, NEGATIVE VALUES INDICATE OFFSETS TO THE OUTSIDE

OF THE BASE CENTERLINE.

2. GROUT LINES SHALL BE LOCATED IN ACCORDANCE WITH THE

PROJECT SPECIFICAIONS. ACTUAL LOCATIONS MAY REQUIRE FIELD

ADJUSTMENT TO ACCOMMODATE CLEARANCE FOR SAFE OPERATION OF

THE MWRDGC SLUDGE TRANSPORTATION RAIL LINE OR FOR OTHER

LOGISTICAL REASONS.

3. CONTRACTOR’S WORK PLATFORM SHALL BE SLOPED TO DRAIN AWAY

FROM RESERVOIR EXCAVATION, AND RUNNOFF SHALL BE CONTROLLED

AND MANAGED CONSISTANT WITH THE ENVIRONMENTAL PLAN AND

APPLICABLE REGULATIONS AND LAWS.

4. EXISTING TOPOGRAPHY IN CROSS-SECTIONS

IS BASED ON AVAILABLE SURVEY DATA AS NOTED ON SHEET G-02.

GRADING WITHIN THE WORK ZONE MAY HAVE BEEN MODIFIED DURING

RECENT CONSTRUCTION.

SHEET PILE WALL

LOCATION

SHEET PILE WALL

LOCATION

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

G R

R T

Y O

U T

C T

N S

NOTE:

ALL AREA SHOWN ON THIS SHEET

IS INCLUDED IN OPTION 1.

(OPTION 1 BEGINS AT STA 33+60 AND

ENDS AT STA 48+00)

1 1

1 11 1

1 1

1 1 1 1

1 1

1 1 1 1 1 1

1 11 1

1 1

1 1 1 1

588590

1 6

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

B13 B14

B C

F G H

NO M

37+00

38+00

39+00

40+00

41+00

GROUT >

’B’LINE

BASE ALLIGNMENT

’A’LINE

B10

B11

B12

B E

G I

B E

G I

B E

G I

B E

G I

_C-03.dgn 7/6/2009 4:43:30 PM

FORMER LAGOON (TYP)

C-03

G R

R T

Y O

U T

O S

S S

E C

N S

MWRD RAILROADGROUT CENTERLINE

BASE ALLIGNMENT’B’LINE

’A’ LINE

M A

C-03 C-07

C-07C-03

STA.50+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.55+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.60+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.65+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.70+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.75+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

SCALE IN FEET

0100 100 200

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

> MWRD

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

PROPOSED

RESERVOIR

(BY OTHERS)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

OPTION 1BASE BID

CHICAGO SANITARY SHIP CANALCHICAGO SANITARY SHIP CANAL

RAMP @ 10% RAMP @ 10%

-220

-230

-210

-240

C R

E S

RAMP @ 10%

-220

-230

-210

-240

RAMP @ 10%

552 552 554554 554

556 556

558 558

558 560

560560560

560 560

562 562

564 564

564 564 564

566 566

566 566 566 566568

568 568

568 568 568 568570

570 570 570

570 570

570 570 570 570

572 572 572

572 572

572 572 572 572

574 574 574

574 574 574 574 574 574

576 576 576

576 576 576 576 576 576 576 576

578 578 578

578 578 578 578 578

578 578

580 580 580

580 580 580 580 580

580 580

582 582 582

582 582 582 582 582 582 582 582

584 584 584 584 584 584 584 584 584 584 584 584 584

586 586 586 586 586 586 586 586 586 586 586 586 586

588 588 588 588 588 588 588 588 588 588 588 588 588

590 590

590 590 590 590

590 590 590 590 590

0 590 590

592 592 592 592 592 5 2592592592

592592

592 592

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

B16

B17 B15 B E

G I

B E

G I

_C-04.dgn 7/6/2009 4:44:14 PM

PROPOSED RESERVOIR

(BY OTHERS)

FORMER LAGOON (TYP)

C-04

G R

R T

Y O

U T

O S

S S

E C

N S

MWRD RAILROAD

GROUT CENTERLINE

BASE ALLIGNMENT

’B’LINE

’A’ LINE

PROPOSED CONCRETE TUNNEL PLUG

SEE SHEET C-11 FOR DETAILS.

INTERSECTION OF EXISTING TUNNEL >

AND GROUT CURTAIN >:

N=1860627.3, E=1119985.7

M A

CANAL EDGE

ABANDONED 14 FT DIAM. TUNNEL (EL. 437.5)

SCALE IN FEET

0100 100 200

STA.104+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.100+00

GROUT CURTAIN >

RAILROAD

BASE ALIGNMENT >

STA.95+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.90+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.85+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

STA.80+00

BASE ALIGNMENT >

GROUT CURTAIN >

RAILROAD

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

0 25 50 75 100 125 150-25-50-75-100-125-150

579.19

(0.0 CCD)

579.19

(0.0 CCD)

> MWRD > MWRD

> MWRD

> MWRD > MWRD

> MWRD

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

SCALE IN FEET

0 25 5025

C-04 C-07

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

(-59.19 CCD)

(40.81 CCD)

T A

N K

CHICAGO SANITARY SHIP CANAL

RAMP @ 10%

STAGE 2 RESERVOIR

FLOOR -279

STAGE 2 RESERVOIR

FLOOR -279

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

1 1

1 1 1 1

1 11 11 1 1 1

1 1

596596

1 11 1

1 1

1 1 1 11 1

1 1

1 1 1 1

1 1

598 598 598

598 598 598 598

598 598

1 1

1 11 1 1 1

1 1

1 1 1 1

1 1

1 11 1

1 1

1 11 1

1 1

1 1 1 1

1 1

B21

UVWXZ Y

107+00

108+00

109+00

110+00

B26

B20 B18

B19

B24

B25

B22B23

_C-05.dgn 7/6/2009 4:45:15 PM

C-05

C O

R N

E R

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_C-06.dgn 7/6/2009 4:45:55 PM

SECONDARY HOLE HORIZONTAL ORIENTATION

PRIMARY HOLE HORIZONTAL ORRIENTATION

FINAL FULL DEPTH ’A-LINE’

GROUT TEST HOLE

N=1864219.8, E=1121720.1

’A’

INE

TA.

0+3

END ’B’ LINE

STA. 42+80

BEGIN ’B’ LINE

STA. 34+50

BEGIN ’A’ LINESTA. 33+60

C-06

C O

R N

T A

SCALE IN FEET

0 3030 60

NOTES:

1. THE ABOVE IS THE SUGGESTED DETAIL FOR THE EAST GROUT

CURTAIN CLOSURE.

2. TO CONSTRUCT THE CORNER, THE CONTRACTOR SHALL ORIENT

THE DRILL 15^ FROM VERTICAL, HORIZONTALLY ANGLED TOWARD

THE POINT ALONG THE GROUT CURTAIN ALIGNMENT, 80 FEET IN

FRONT OF THE DRILL POINT.

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

AT8A

BP9

CP101

DS100

S lo p e

D e g re e s

S lo p e

D e g re e s

A Li ne V

Li ne

B Li ne

B C

F G H

N O

33+00

34+00

35+00

42+00

43+00

P P

S S

P S

S P

P S P S P S P S P S P S P

_C-07.dgn 7/6/2009 4:47:06 PM

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

C W

C-07

G R

R T

T A

SP Q T Q S Q T Q Q T

P Q T Q S Q T Q Q T

P(I)

20’

T Q S Q T Q Q

Q S Q T Q Q T

Q S Q T Q P Q

Q S Q T Q P Q T

TQ S Q T Q Q

Q S Q T Q Q T

T Q S Q T Q Q T

Q S Q T Q Q T

Q S Q T Q P Q

Q S Q T Q P Q T

TT Q Q

T Q Q T

T Q S Q T T

Q S Q T Q T

Q S Q T Q P Q

Q S Q T Q P Q T

TQ S Q T Q Q

Q S Q T Q Q T

T Q S Q T Q Q T

Q S Q T Q Q T

Q S Q T Q P Q

Q S Q T Q P Q T

TT Q S Q T Q Q

Q S Q T Q Q T

T Q Q T Q

Q Q T Q Q T

Q Q Q S Q

Q P Q S Q T

P(I)

P P(I)

P(I)

P(I) P

P P(I)

P(I) T T

Q T

T Q Q T Q Q T

Q Q T

Q Q Q S Q

Q P Q S Q T

PS Q

Q Q T Q

Q S Q T P(I)

P S

10’

5’

SCALE: 1"=5’

5’ 5’ 10’2.5’

GROUT HOLE ORIENTATION

(SEE NOTE 2)

GROUT HOLE ORIENTATION

(SEE NOTE 2)

(SEE NOTE 4)

CENTERLINE,

’C-LINE’ (AS-

REQUIRED)

C-07

SLOPE

A-LINEB-LINE

SECTION

N.T.S.

GROUT CURTAIN >

C-LINE (AS REQUIRED)

A-LINE

B-LINE

CONCRETE WORK

PLATFORM

DRAINAGE

GUTTER

OVERBURDEN CUTOFF WALL

WIDTH VARIES (3 FT MIN)

S E

S P

E C

NOT TO SCALE

73RD TO 57TH ST. (EXTD.) TUNNEL CROSSING DETAIL 2

C-04 C-07

P T S T P T S T PQTQSQTQPQTQSQ

NOTES;

PQTQSQTQPQTQSQTQPQTQSQTQPQTQSQ P T S T P T S T PTQTQ

TOP OF ROCK (SEE NOTE 1)

SECTION A

SCALE: 1"=40’

DETAIL

SCALE: 1"=20’

BOTTOM OF GROUT HOLES

(SEE NOTE 4)

BRAINARD FORMATION MEMBER

WILHELMI FORMATION

ELWOOD FORMATION

KANKAKEE FORMATION

JOLIET FORMATION

SUGAR RUN FORMATION

RACINE FORMATION

SCALE: 1"=40’

40’ 40’ 80’20’

PRIMARY HOLE

SECONDARY HOLE

TERTIARY HOLE

DISTANCE IN FEET FROM STATION 19+00

CENTERLINE

SCALE: 1"=20’

20’ 20’ 40’10’

120’40’

500’

480’

(SEE NOTE 7)

(SEE NOTE 6) (SEE NOTE 5)

A-LINE

B-LINE

C-03 C-07

C-07C-03

GROUNDSURFACE (SEE NOTE 3)

E L

E V

A T

E T

L E

(ELEV. - 579.5 = CCD)

249.5

BOTTOM OF FUTURE RESERVOIR

(EL. 295)

73RD TO 57TH ST. TUNNEL

(INVERT APPROX. 437.5’)

DRILL AND GROUT THROUGH

CONCRETE TUNNEL PLUG

INCLUDED IN THIS CONTRACT

TOP OF ROCK (APPROX. 555)

GROUNDSURFACE (APPROX. 595)

1. ELEVATIONS OF FORMATION CONTACTS LISTED ARE ESTIMATED

AVERAGES; HOWEVER, THEY DO VARY IN CONTRACT AREA.

2. HOLES SHALL BE DRILLED PARALLEL TO THE GROUT CURTAIN

ALIGNMENT AT AN INCLINATION OF 15 DEGREES FROM VERTICAL.

3. SURFACE TOPOGRAPHY VARIES ALONG THE GROUT CURTAIN

ALIGNMENT.

4. GROUT HOLES SHALL BE DRILLED TO DEPTHS DIRECTED BY

CONTRACTING OFFICER’S REPRESENTATIVE.

5. INITIAL PRIMARY HOLES SHALL BE DRILLED 120 FEET APART. REFER

TO SECTION 31 83 00.00 03 IN THE SPECIFICATIONS.

6. INITIAL VERIFICATION HOLES SHALL BE CORED AS THE INITIAL

PRIMARY HOLES. THERE WILL BE TWO INITIAL VERIFICATION HOLES

FOR EVERY 1,000 FEET. LOCATIONS ARE BASED ON THE ASSUMPTION

THAT THE B-LINE WILL BE DRILLED FIRST.

7. FINAL VERIFICATION HOLES WILL BE SPACED 500 FEET APART ALONG

THE CENTERLINE.

8. TUNNEL CROSSING DETAILS ARE TYPICAL FOR EACH OF THE 2 ROWS

OF THE GROUT CURTAIN.

9. OVERBURDEN CUT-OFF WALL AND ASSOCIATED EMBANKMENT

AND WORK PLATFORM SHOWN ARE BASED ON DATA PROVIDED

IN THE OVERBURDEN GROUNDWATER CUT-OFF WALL CONTRACT

DOCUMENT: DACW27-00-C-0008 AND W912P6-06-C-0001.

10.ADDITIONAL GROUT HOLES MAY BE ADDED BETWEEN THE TWO LINES

OF THE GROUT CURTAIN TO PROVIDE CLOSURE.

’C-LINE’ (AS REQUIRED)

_C-11.dgn 7/6/2009 4:47:42 PM

12’ I.D. BYPASS TUNNEL

C-11

T U

N N

’B’ LINE

’A’ LINE

14’ ABBANDONED TUNNEL

HEADING = N11^12’13"W

SEE SHEETS R-01 TO

R-03FOR REFERENCE

20’ MIN

SEE NOTE 2

20’ MIN

SEE NOTE 2

EXISTING BULKHEAD

N=1860627.3

E=1119985.7

PLAN VIEW

0’ 30’ 60’30’

SCALE: 1 INCH = 30 FEET

PROPOSED CONCRETE

TUNNEL PLUG

(APPROX. 170’)

NOTES:

1. ’A’ LINE AND ’B’ LINE REFER TO THE GROUT ALIGNMENT ROWS.

2. THE DISTANCE FROM THE GROUT CURTAIN TO THE END OF THE PLUG

IN THE TUNNEL SHALL BE A MINIMUM OF 20’.

3. THE CONTRACTOR SHALL CONSTRUCT THE TUNNEL PLUG IN ACCORDANCE

WITH SECTION 03 31 00.00 03 OF THE SPECIFICATIONS.

PROPOSED RESERVOIR FACE

(HIGH WALL)

B20 B18

B19

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

C .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_R-01.dgn 7/6/2009 4:50:11 PM

R E

N N

R-01

NOTE: THE DRAWING SHOWN REFERENCES USGS NAD27 DATUM.

FOR REFERENCE ONLY

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

R .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_R-02.dgn 7/6/2009 4:51:05 PM

R E

N N

FOR REFERENCE ONLY

R-02NOTE: THE DRAWING SHOWN REFERENCES USGS NAD27 DATUM.

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

R .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_R-03.dgn 7/6/2009 4:52:39 PM

R E

N N

R-03

NOTE: THE DRAWING SHOWN REFERENCES USGS NAD27 DATUM.

FOR REFERENCE ONLY

D E

D A

B C D

E F G H

SHEET

REFERENCE

NUMBER:

D A

T E

D E

S C

N D

A T

E A

P P

R O

V E

D A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

US Army Corps of Engineers

Chicago District

U .S

A R

T R

C O

E E

R S

C H

A G

P L

T E

E N

A M

W o r k in g D

B d m s

R .d g n

S C

A L

C H

E C

D R

SHEET OF

A B C D E F G H

A M

E N

D M

S C

N D

A T

S U

B M

O W

D R

C H

A G

O L

D E

R F

A N

C O

S E

R V

S T

A G

R T

C O

N T

R A

M B

E R

J O

O B

O S

K I, P .E

R D

D R

R D

H J

_G-01

_G-02

_B-01

_B-02

_B-03

_C-01

_C-02

_C-03

_C-04

_C-05

_C-06

_C-07

_C-11

_R-01

_R-02

_R-03

File details come from the government source that posted it. Updated Nov 14, 2017.