Atch 09 APPENDIX 5 L Curb and Gutter Detail.pdf

SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS

CLARK COUNTY AREA

DATE DWG. NO. 216

CURB AND GUTTER

1/2" EXPANSION JOINT AT

BACK OF CURB

ALL COLD JOINTS, ATPLAN

TYPICAL SECTION

"L" TYPE

FLOWLINE

WEAKENED

PLANE JOINTS

SEE STANDARD DRAWING

10' (TYP.) 10'

1" 17"

6"7"

BEGINNING AND END OF

RETURN AND AT 300'

MAX. INTERVALS FOR

EXTRUDED CURB AND

30' MAX. INTERVALS

FOR FORMED CURB.

SEE STANDARD DRAWING

FOR JOINT DETAIL

NOTES:

1. 1" BATTER ON GUTTER FACE OPTIONAL.

2. WHERE LONGITUDINAL SLOPE IS LESS THAN

0.4%, THE FLOW LINE SHALL BE WATER

TESTED.

1/2" R

12"

6" 1"

1/4"

1" R

CONCRETE

1/2" R

1"

25"

1-1/2" 4-1/2"

4-1/2" 6"

1-1/2"

SEE

NOTE 1

501 CONCRETE

502 CONCRETE STRUCTURES

707 JOINT MATERIAL

NUMBER 234

NUMBER 234

12-14-00

AGENCY APPROVED CB H L M N

Appendix 5 LCurb & Gutter Detail 7 Feb 16