NEW RETAINING WALL

CONSTRUCTION JOINT,

SEE DETAIL 4/S1

1'-6

"3

'-6

"

2'-0

" +

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TOP OF FOOTING

EL. -3'-6"

TOP OF PAVEMENT

EL. 0'-0"

1'-2"

2" CLR.,

TYP.

DRAIN BY

OTHERS

#6 @ 6" O.C.

#4 @ 12" O.C.

1'-6" 1'-6"

4'-2"

(5) #4 EACH

FACE

(5) #4 EACH

FACE

TOP OF WALL

EL. VARIES

1'-2"

CONSTRUCTION

JOINT

ARCHITECTURAL

REVEAL

3

4

" MAX -

EXPOSED SIDE ONLY

WATERSTOP

Consultants

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

B

C

D

E

A

B

C

D

E

Project

Client

DescriptionMark Date

Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.

Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.

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THIS SHEET PLOTS FULL SIZE

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Wiss, Janney, Elstner Associates, Inc.

330 Pfingsten Road

Northbrook, Illinois 60062

847.272.7400 tel | 847.291.9599 fax

www.wje.com

ENGINEERSARCHITECTSMATERIALS SCIENTISTS

TV Truck Dock Improvements

at Guaranteed Rate Field

Chicago, Illinois 60616

Illinois Sports

Facilities Authority

333 West 35th Street

Chicago, Illinois 60616

     

     

     

     

     

2018.5014

10-22-19

AHD

JFD

As Noted

New Retaining Wall

Plan, Details, and Notes

S1

1SCALE: 1" = 20'-0"

Plan of New Retaining Wall

N

NOTE: PLAN BACKGROUND REPRODUCED FROM GEWALT

HAMILTON ASSOCIATES, INC. DRAWING C2, DATED 10-14-19

2NOT TO SCALE

Soil Profile at New Retaining Wall

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

Section at New Retaining Wall

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

Plan of New Retaining Wall at Construction Joint

S1

3

TYP.

STRUCTURAL NOTES

GENERAL

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DEMOLITION, CIVIL, AND SHOP DRAWINGS AND THE PROJECT SPECIFICATIONS.

2. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CURRENT CHICAGO BUILDING CODE (CBC). THE CBC SHALL GOVERN EXCEPT WHERE OTHER

APPLICABLE CODES OR THESE DOCUMENTS ARE MORE RESTRICTIVE.

3. THE CONTRACTOR ALONE IS RESPONSIBLE FOR THE JOB SITE SAFETY. SITE REVIEW OF THE CONSTRUCTION BY THE ENGINEER IS TO DETERMINE

CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IT DOES NOT ENCOMPASS SAFETY PROCEDURES OR OPERATIONS.

4. WRITTEN DIMENSIONS SHALL BE USED FOR CONSTRUCTION. DO NOT SCALE DRAWINGS.

SOIL PARAMETERS

1. SOIL PARAMETERS ARE BASED ON A SOIL BORING FROM STS/AECOM FROM THE SW CORNER OF 39TH AND STATE STREET, CHICAGO, IL DATED JUNE 27, 2008.

2. ASSUMED ALLOWABLE SOIL BEARING CAPACITY: 3000 PSF

3. ASSUMED UNIT WEIGHT OF SOIL:125 PCF

4. CONTRACTOR SHALL INDEPENDENTLY VERIFY SOIL PROFILE, ALLOWABLE BEARING CAPACITY, AND UNIT WEIGHT. NOTE: CURRENT DEPTH OF URBAN FILL

ASSUMED TO BE 3'-6".

CONCRETE

1. REINFORCED CONCRETE SHALL CONFORM TO ACI 350

2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. ONE BRAND OF CEMENT SHALL BE USED THROUGHOUT THE WORK.

3. ALL AGGREGATES SHALL CONFORM TO ASTM C33. THE MAXIMUM SIZE AGGREGATE SHALL BE 3/4 INCH.

4. MIN 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI.

5. ALL CONCRETE SHALL HAVE AIR ENTRAINMENT OF 3.5 TO 5.0 PERCENT.

6. CONSTRUCTION JOINTS SHALL NOT BE PLACED AT LOCATIONS OTHER THAN THOSE SHOWN ON THE DRAWINGS WITHOUT THE PRIOR APPROVAL OF THE

ENGINEER.

7. ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE 3/4” MINIMUM CHAMFER, UNLESS NOTED OTHERWISE.

CONCRETE REINFORCING

1. REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ASTM SPECIFICATION A615, GRADE 60 OR A706.

2. REINFORCING STEEL FABRICATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CRSI MANUAL OF STANDARD PRACTICE.

3. REINFORCING SHALL HAVE 2 IN. CLEAR CONCRETE COVER, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

4. SPLICED BARS SHALL HAVE A MINIMUM CLASS B LAP AS SPECIFIED IN THE LATEST EDITION OF ACI 315 DETAILING MANUAL UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

5. AT FOOTING CORNERS AND INTERSECTIONS, EXTEND BARS AROUND CORNERS AND LAP A MINIMUM OF 40 BAR DIAMETERS.

CONCRETE JOINTS

1. ALL LAP SPLICES SHALL BE CLASS B TENSION LAP.

2. SEALANT SHALL BE PROVIDED IN JOINTS WHERE SHOWN ON THE DRAWINGS.

3. WATERSTOPS SHALL BE PROVIDED IN JOINTS WHERE SHOWN ON THE DRAWINGS

4. WATERSTOP SHALL BE PLACED AT CENTER OF WALL.

FOR BID