Gutter Inlet Type V

Barrier wall inlet index 219 type s index 220 typ ev ind x 21 type a index 230 type b index 231 type c type d 6 type e type h index 232 type f.

Gutter inlet type v.

A mountable curb gutter type 1 sec. Among other data each inlet has a gutter cross section that consists of a gutter width and slope and compound gutter cross slopes sw and sx and an optional local depression a. Ditch bottom inlet type b 231. 8c9 inlets median 3 and 4 grate.

The underlying material shall be shaped and compacted to a firm even surface. 6651 standards 6 walls 6 base max pipe size 3 3 wall 24 pipe 3 10 wall 30 pipe notes for all your storm sanitary needs ph. Fdot index 200 201 220 grates u s f. Ditch bottom inlet type j.

Inlets type e1 and type e2 section c c section a a section b b plan view section a a section b b note. Concrete curb ties and curb gutter applications. B mountable curb gutter type 1 sec. If the upstream node of the gutter is a catch basin and a physically defined hec 22 type of catalog inlet then the software computes these 2 results.

Gutter inlet type v 221. 6652 standards 6 walls 6 base max pipe size 3 3 wall 24 pipe 3 10 wall 30 pipe notes for all your storm sanitary needs ph. Inlet type e or es use exist. 8d1 concrete curb concrete curb gutter and ties sheet a.

Gutter face of curb face of 10 max spacing rev. Otherwise noted pavement unless t thickness of curb gutter type 1 sec. Fdot index 200 201 221 grates u s f. Inlet type b provide new inlet casting type e.

Curb gutter cast iron grating catch basins manhole cover types 29 26 27. Box 370 estero fl. 8d2 concrete surface drains flume type at structures a. 8c8 inlets median 1 and 2 grate.

Fdot type v gutter inlet concrete specs 4 000 psi 28 days type ii cement reinf. Median barrier inlet index 217 6. Bicycle safe grate the underlying. A curb gutter type 1 sec.

Box 370 estero fl. Concrete curb concrete curb gutter. Gutter and inlet equations anchor. Curb and gutter and surface drains.

Ditch bottom inlet type a 230. The ponded width is a geometric function of the depth of the water y in the curb and gutter section. Crown slope a a of inlet frame outside edge 1 4 on plans. At the upstream start end of gutter link the software computes depth and width of bypass flow in the gutter right after inlet interception at the upstream node.

The spread is usually referred to as ponded width t as shown in figure 10 10. Ditch bottom inlets types c d e and h 232. Fdot type s gutter inlet concrete specs 4 000 psi 28 days type ii cement reinf.