Concrete Valley Gutter And Minimum Slope

O 13 2015 1 exh.

Concrete valley gutter and minimum slope.

3 2 valley gutters 1. For curb gutter and curb gutter provide contraction joints at 10 centers max. Valley gutters crossing local street intersections with local or collector streets shall be a minimum of six feet wide. Maximum grades on curb and gutter and streets shall be 10 percent.

As slope paving on end rolls cut slopes paved ditches spillways and ditch slopes in median pavement as sidewalks in concrete curbs gutters curb and gutters and valley gutters as nonreinforced headwalls. The minimal slope needed for proper gutter drainage is 1 25 cm 1 4 inch for every 3 metres 10 feet of gutter. Concrete valley gutters shall be constructed per mag detail 240. O 03 2010 1 exh.

A minimum slope along any curb and gutter shall be 0 7 percent and on cross gutter shall be one half percent. For slate this will be at 25 for machine made tiles it will be 35. Form saw or score 1. Width contraction joints min.

Table 8 of e2 as1 quotes the maximum catchment area for the two commonly used valley gutter widths 160 mm for metal tiles and 250 mm for metal cladding and concrete tiles to be only 16m2 and 25 m2 respectively regardless of roof cladding type or pitch or gutter profile. Water falls towards a parapet gutter a valley gutter or an eaves gutter. Valley gutters are not allowed to cross parkways arterials and collectors. If the length of the gutter is 10 5 metres 35 feet the amount of slope required is 1 25 cm 1 4 inch multiplied by 1 metres 3 5 feet which when.

Section 441 miscellaneous concrete 441 1 general description this work includes placing portland cement concrete as follows. They can drain internally or to an eaves gutter which has a minimum 1 in 360 fall towards the downpipe. Costs for the joint and sealant in the price bid for valley gutter. The objective of urban storm drainage is to provide safe passage of vehicle traffic by collecting stormwater from the roadway and to convey it safely to an adequate receiving body while preventing damage to adjacent private properties or undue risk to pedestrian traffic during the design storm event.

Seal the joints with hot poured elastic 8 max. To 3 8 9. All pedestrian facilities will conform to the current federal ada. Type joint sealer section 826 02a 2 of the standard specifications include all a minimum 2 depth at approx 10 intervals.

Curb gutter and curb gutter expansion joints shall be located in accordance with section.