Atch 8-APPENDIX 6 Sidewalk Detail.pdf
PDF 122 KB Posted
- Attached to
- Nellis AFB Paving IDIQ
- Solicitation number
- FA486125R0006
About this file
This document is a Uniform Standard Drawing for Sidewalk Construction detailing technical specifications for sidewalk installation in the Clark County area. The drawing provides comprehensive technical guidance for sidewalk construction, including specific requirements for expansion joints, aggregate base, and concrete placement.
Key technical details include: a 1/2" expansion joint requirement at curb returns and every 30 feet, a 4" concrete layer, 6" minimum Type I or Type II aggregate base at 90% compaction, and a 1/4" per foot slope. The drawing specifies precise joint configurations, including weakened plane joints for sidewalks 10' or wider, and provides detailed cross-sectional and plan view diagrams. The specification references multiple construction standards including aggregate base (302), concrete (501), concrete structures (502), and joint material (707). The drawing is dated 12-14-00 and was part of the documentation for the Nellis AFB Paving IDIQ contract.
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Text version
SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO. 234
SIDEWALK
EXPANSION JOINT
30'
NOTES:
1. ON ALL CURB RETURNS A 1/2" EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN THE BACK
OF CURB AND THE SIDEWALK FOR THE ENTIRE LENGTH OF THE RETURN.
2. THE TYPE II AGGREGATE BASE THICKNESS IS SHOWN ON THE TYPICAL SECTION DRAWINGS
LONGITUDINAL WEAKENED PLANE JOINT REQUIRED AT MIDPOINT OF SIDEWALK 10' OR WIDER.3.
302 AGGREGATE BASE
501 CONCRETE
502 CONCRETE STRUCTURES
JOINT MATERIAL707
202 - 207.
5'
(TYP.)
5'
PLAN
WEAKENED PLANE JOINT1/2" EXPANSION JOINT AT 30' INTERVALS,
AT COLD JOINTS AND AT BEGINNING
AND END OF RETURN.
EXPANSION JOINTS TO MATCH LOCATION
MATCH LOCATION OF CURB AND GUTTER
EXPANSION JOINT.
VARIES
SLOPE 1/4" PER FOOT
1/2" R 1/2" R
6" MIN. TYPE I OR TYPE II
AGGREGATE BASE
6" MIN.
TYPE II AGGREGATE BASE
AT 90% COMPACTION
SEE NOTE 2
TYPICAL SECTION
4" CONCRETE
1/2" 1/4"
1/2" PREMOLD EXPANSION
JOINT FILLER
1/2" R
1" 1/4"
1/8" R
WEAKENED PLANE JOINT
12-14-00
AGENCY APPROVED CB H L M N
Appendix 6 Sidewalk Detail 7 Feb 2016
FA4861-16-R-A300
File details come from the government source that posted it. Updated .