Atch 7-APPENDIX 5 L Curb and Gutter Detail.pdf

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Nellis AFB Paving IDIQ
Solicitation number
FA486125R0006
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This document is a Uniform Standard Drawing specification for an "L" Type Curb and Gutter design for the Clark County area, dated 12-14-00. The technical drawing provides detailed specifications for concrete curb and gutter construction, including plan and typical section views with precise dimensional measurements. Key technical specifications include a 1/2" expansion joint at the back of curb, weakened plane joints at 10' intervals, and optional 1" batter on the gutter face. The drawing includes specific notes about joint placement, including maximum intervals for extruded and formed curbs (300' and 30' respectively), and a requirement to water test the flow line where longitudinal slope is less than 0.4%. The drawing is referenced under specification sections 501 (Concrete), 502 (Concrete Structures), and 707 (Joint Material), and is part of a federal contract opportunity for paving work at Nellis Air Force Base.

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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 2016 FA4861-16-R-A300

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