Atch 08 APPENDIX 4 A Curb Detail.pdf

SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS

CLARK COUNTY AREA

DATE DWG. NO. 219

ISLAND CURB

"L" CURB SECTION

TYPICAL PLAN

"A" AND "L" TYPE

FLOWLINE

WEAKENED

PLANE JOINTS

SEE STANDARD DRAWING

10' (TYP.) 10'

11"

7"6"

NOTES:

1/2" R

6"

6" 1"

1/4"

HOLDING GUTTER

1/2" R

1"

19"

501 CONCRETE

707 JOINT MATERIAL

6"

1" R

11"

CONCRETE

1"

1/2"

5-1/2"

12"

SEE NOTE 2

WHERE REQUIRED

FOR DRAINAGE

CONCRETE

SEE NOTE 1

1" R

1/2" R

5" 3" 1"

1/4"

7"

1"

4"

"A" CURB SECTION

1. CONTINUOUS NO. 4 BAR REQUIRED IN NOSE OF

MEDIAN ONLY.

2. 1" BATTER ON GUTTER FACE OPTIONAL.

1/2" EXPANSION JOINT AT

ALL COLD JOINTS, AT

BEGINNING AND END OF

RETURN AND AT 300' MAX.

INTERVALS FOR EXTRUDED

CURB AND 30' MAX. INTERVALS

FOR FORMED CURB. FOR JOINT

DETAIL SEE STANDARD DRAWING

NUMBER 234

NUMBER 234

AGGREGATE BASE COURSE302

12-14-00

AGENCY APPROVED CB H L M N

Appendix 4 A Curb Detail 15Feb 16