Curb Detail.pdf
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- Solicitation number
- 36C24225B0009
About this file
This document is a detailed engineering design drawing for a concrete curb and terminal section, issued by the Department of Veterans Affairs in December 2008. The technical specification provides comprehensive guidelines for concrete curb construction, including specific requirements for compressive strength (2,500 PSI), joint spacing (maximum 15' intervals), expansion joint placement, concrete finishing techniques, and edge treatment. The drawing illustrates vertical curb configurations with precise dimensional measurements, specifying different reveal heights (6" to 10"), curb batter ratios, and requirements for joint fillers and surface treatments. Key technical notes address construction methods such as form or slip-formed curb installation, edge radiusing, and concrete finishing techniques involving steel trowel and fine brush application.
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Text version
2" [51mm] R.
H=DESIGN REVEAL
NOTES:
1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.
2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'
[4572mm].
3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE
LOCATED AT TANGENT POINTS IN CURB RETURNS,
TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]
INTERVALS. EXPANSION MATERIAL SHALL ALSO BE
PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,
SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.
THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE
FULL DEPTH OF THE CONCRETE.
4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL
FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG
THE LENGTH OF THE CURB OR CURB AND GUTTER.
5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF
FORMS OR MAY BE SLIP FORMED.
6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL
BE FINISHED WITH A TOOL HAVING A 1/4" [6mm]
RADIUS UNLESS A LARGER RADIUS IS INDICATED BY
THE APPLICABLE STANDARD DETAIL OR PROJECT
PLANS.
7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm].
8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].
6 TO 1
(MAX.
TOP OF
CURB
CONCRETE CURB AND TERMINAL SECTION
NTS
1/2" [13mm]
BITUMINOUS
JOINT FILLER
3/4" R.
[19mm]
ROADWAY &
PAVEMENT
WIDTH
CONCRETE VERTICAL CURB
[241mm]
NOTE 7
9 1/2"
[254mm]
NOTE 8
10" m m
N O T E m m
N O T E
6"
[152mm]
H
1:4 CURB
BATTER
CONCRETE CURB TERMINAL SECTION
M I N m m
PAVEMENT
SURFACE
DESIGN END OF CURB
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CONCRETE CURB AND TERMINAL SECTION
SD320523-17.DWGDECEMBER 2008
NONE
8.5x11
File details come from the government source that posted it. Updated .