Attachment E - Sidewalk Standard Detail

SD320523-18.DWG

(TYP)

CONCRETE

1/4" [6mm] BITUMINOUS

JOINT FILLER

TOP OF CURB

PLAN

NOTES:

EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

1.

OR OTHER ADJACENT STRUCTURES.

EXPANSION AND SCORED JOINT DETAIL

VARIES

2.

0' MIN.

PER PLANS

PER

EXPANSION JOINT WITH

PLANS

CLASS "B"

ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

10.5' MAX.

2% MAX.
1% MIN.

3.

1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'

[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

[152mm]

1% MIN.

6" MIN.

[3200mm]

4.

FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5.

SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR

THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6.

2% MAX.

CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

TYPICAL SECTION

7.

#

1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

CONCRETE SIDEWALK

NTS

SCALE : NONE

SEE NOTE 7

JOINTS

DETAIL TITLE / CONCRETE SIDEWALK

DEEP SCORED

JOINTS ONLY

4" (TYP)
[102mm]

CONTRACTION JOINT.

1/4" [6mm]

EXPANSION JOINT TO EXPANSION JOINT

PER

1/4" [6mm] R.

(TYP.) FORMED

3/16"
[5mm]

SCORED OR SAWCUT

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

PLANS

[18288mm]

1" [25mm]

CAD DETAIL NO.:

60' MAX.

DATE ISSUED: DECEMBER 2008

60' MAX.