2-Dipstone outlet gutter transition.pdf
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- Attached to
- 2026 Storm Drain Projects State and local contract opportunity
- Solicitation number
- Not on record
- Issued by
- Utah
About this file
This is a technical specification document for the City of Bountiful, Utah, detailing the design and construction standards for a Bountiful Standard Outlet Gutter Transition component used in sidewalk, curb, gutter, and storm drain facility projects. The specification provides detailed engineering drawings and material requirements for a dipstone outlet gutter transition measuring 6 feet in length with a 10-foot minimum slope depth. The document outlines the structural design including concrete pipe specifications, welded steel bar reinforcement, grating construction, and related components necessary for proper water flow management in street improvement applications.
The specification mandates that the grate shall be welded, constructed, and fabricated from mild structural steel bars conforming to ASTM Designation A-36 (AASHTO M-183) standards. The outlet gutter transition is designed to be integrated with concrete curb and gutter systems and includes detailed dimensional specifications for bar spacing, welding requirements, and slat placement at 5-inch on-center intervals. This technical document serves as a standard detail for the City of Bountiful's 2026 replacement and new construction projects for sidewalk, curb and gutter, and storm drain facilities at random locations throughout the city, ensuring consistency and quality across multiple construction sites.
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Text version
BOUNTIFUL STANDARD
OUTLET GUTTER TRANSITION
6'-0"
4"4"
2"
2"
12" 6"
4 12"
6"
DEPTH OF SLOT
VARIES
WITH SLOPE
MODIFIED
C&G SECTION
10'-0" DIPSTONE
FL MIN. SLOPE 1%
USE CONCRETE SPECIFIED
FOR CURB & GUTTER
CONCRETE PIPE
SIZE AND TYPE
AS SPECIFIED
P .C
A A
CONCRETE PIPE
SIZE AND TYPE
AS SPECIFIED
GUTTER FL
1 1/2" DIA x 1'-3" BAR
WELDED TO BARS 3 12"
8"
3 12"
1'-3"
3"1 1/2" DIA x 1'-3" BAR
WELDED TO BARS
11" x 1" x 5/16" SLATS
WELDED ON TOP OF BARS
@ 5" O.C.
2 1/2" x 1/2" BARS @ 2 1/2" O.C.
1 1/4" x 1/2" x 8" BAR
WELDED ON END
OF BARS
1 1/2" DIA x 1'-3" BAR
FILLET WELDED TO BARS
2 1/2" x 1/2" x 8" BAR
WELDED ON END
OF BARS
1 1/2" DIA x 1'-3" BAR
FILLET WELDED TO BARS
SECTION AA
PLAN VIEW
GRATING DETAILS
3 12"
NOTES
GRATE SHALL BE WELDED, CONSTRUCTED AND FABRICATED
OF MILD STRUCTURAL STEEL BARS MEETING
A.S.T.M. DESIGNATION A-36 (A.A.S.H.T.O. M-183)
12"
11/2016
File details come from the government source that posted it. Updated .