Transcription of DIVISION III STANDARD DRAWINGS EROSION & SEDIMENT …
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DIVISION III STANDARD DRAWINGS EROSION & SEDIMENT …
EROSION & SEDIMENT CONTROLDIVISION III STANDARD DRAWINGSNUMBER ESC-TCTABLE OF CONTENTSCOVER PAGE / STANDARD DRAWINGADOPTED:AMERICAN PUBLIC WORKS ASSOCIATIONMETRO CHAPTERKANSAS CITY10/24/2016 Existing GroundNon-Woven Geotextile5:1 Existing PavementMountable Berm (Optional)Side ElevationNot to ScaleCONSTRUCTION ENTRANCE50' " ' ' 10' ' Min.(Optional)Washrack / Rumble Strip50' GroundSediment Trapping DevicetoPositive drainage ingress and egress operation* - Must extend full width of Aggregate2-3" Coarse20' Geotextile3" " ViewNot to ScaleSection A-ANot to Scale3'CONCRETE WASHOUT sides of the subsurface pit in sandy or gravelly A one-piece impervious liner may be required along the bottom andand pump the concrete washout area(s) to operators of concrete truckarea and elsewhere as necessary to clearly indicate the location(s)Signs shall be placed at the construction site entrance, washout tracking control is required at the access point to shall be sloped towards the concrete washout area.
Oct 24, 2016 · contact with the soil, lay the mat loosely, avoiding stretching. of channel, where applicable. In order for the mat to be in direction of the flow, with the first course at the centerline 1. Erosion Control Blankets and TRMs shall be laid in the Notes for Installation in Channels: for Erosion and Sediment Control.
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