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Drain Grille Standards

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  • economics. An itemized listing of good drainage design objectives and economic factors to be considered are listed in Index 801.4. Information on strength requirements, height of fill tables, and other physical characteristics of alternate culvert shapes and materials may be found in Chapter 850, Physical Standards. The act requires that all public pools in the United States must have safety drain covers meeting the ASME/ANSI A112.19.8-2007 standard and that single-drain pools must be provided with a secondary means of preventing bather entrapment. Pools not in compliance by Dec. 19, 2008, must close until brought into compliance. LANL Standard Drawings and Details either (1) depict required format/content or (2) are templates that are completed by a Design Agency (LANL or external AE) for a design drawing package, in a manner similar to specifications. parapets and drain) “Geometric Design Standards for Highways” published by Ministry of Construction, Public Works, Myanmar, are summarised in Table 5.2 Table 5.2: Geometric Design Standards for Highways, Myanmar Sl. No. Design Specification Myanmar Standards 1 Design Speed (mile/hour) economics. An itemized listing of good drainage design objectives and economic factors to be considered are listed in Index 801.4. Information on strength requirements, height of fill tables, and other physical characteristics of alternate culvert shapes and materials may be found in Chapter 850, Physical Standards. economics. An itemized listing of good drainage design objectives and economic factors to be considered are listed in Index 801.4. Information on strength requirements, height of fill tables, and other physical characteristics of alternate culvert shapes and materials may be found in Chapter 850, Physical Standards.

  • 2010 ADA Standards for Accessible Design

    1991 Standards (without the elevator exemption), the UFAS, or the 2010 Standards may be used for projects when the start of construction commences on or after September 15, 2010. 2010 Standards for State and Local Government Facilities: Title II. Department of Justice 2010 Standards: Title II - 3;CHAPTER 4: STORM DRAINAGE 1. Section 4.2: All storm drainage retention and detention facilities within Stanislaus County shall be designed using a 100-year, 24-hour storm with a rainfall intensity of 2.88”. A retention basin facility shall be designed to empty the design storm within 48 hours by outlet facilities providing positive drainage or The drainage criteria in this manual are to be used in conjunction with the Montgomery County Department of Transportation's Design Standards and construction policies. This manual provides the guidelines for designing typical drainage systems and structures. The criteria does not address all 9.5 Drain Connection to Existing Drain 34 9.6 Maintenance Access for Drainage Reserve 35 9.7 Markers along Edge of Drainage Reserve 35 9.8 Drop-inlet Chambers, Inlet Openings and Slot-Outlets 35 9.9 Safety Railings 35 Grille Only 1" 1" Grille & Frame (Level Base) 1-1/8" 1" Grille & Frame (Drain Pan) 2-1/8" 2" Pro Track Series Design Track Deep Recessed System Best system for heaviest traffic and rolling loads in zone 1. Outstanding scraping performance for entrances with multi-directional traffic in zone 1 or zone 2. DRAINAGE DESIGN 4.1 General Considerations. Roads will affect the natural surface and subsurface drainage pattern of a watershed or individual hillslope. Road drainage design has as its basic objective the reduction and/or elimination of energy generated by flowing water. The tub/shower, toilet, and basin/lavatory must have a proper sewer trap, drain, and vents to prevent the escape of sewer gases or severe leakage of water. Drains must not be clogged and the toilet must flush. Hot and cold water must be available at the tub, shower, and lavatory taps.

  • JIG Standards Session.ppt

    Fuellerroof area water drains x 4.14 Fuellertank cleaning 5 years 4.14 Fuellersroutinely used for defuelling Assay test x 5.9 Product recovery tanks x 4.15 Electrical Equipment yearly 4.16 Fuellerhigh level cut-off devices x Yearly high/ high wet test 4.17 Hydrometers & thermometers Resistance Temperature Devices x x 4.19 Fire extinguishers x x ;Bathing Room Location. The Standards do not generally require bathing rooms to be provided in a specific location. However, in multi-story facilities that are exempt from the requirement for vertical access between stories based on the story count or square footage per floor (§206.2.3, Ex. 1 or 2), if a bathing room is provided on an inaccessible story, a bathing room also must be provided on CHAPTER 4: STORM DRAINAGE 1. Section 4.2: All storm drainage retention and detention facilities within Stanislaus County shall be designed using a 100-year, 24-hour storm with a rainfall intensity of 2.88”. A retention basin facility shall be designed to empty the design storm within 48 hours by outlet facilities providing positive drainage or Civil and Drainage Standards Civil Standards Drawing NumberTitleLast RevisedPDF DownlaodDWG Download0.IndexPDFDWG1.6-18 Median Curb1/29/88PDFDWG2.6-30 Standards; Multi-Tite Pipe Gaskets: ASTM C 564: 1059 Series 1060 Series 1070 Series CMA Debris Traps Dish Washer Connectors Donuts Downspout Connectors Flexible Traps Hose Grips LDC's LDCX's LDCMA QT's & QL's Tap Saddles Utility Connectors Western Series Couplings: ASTM D 5926: Qwik Caps Expansion Joints Tubular Connectors Drain and Trap three-compartment sink, (of sufficient depth and equipped with two drain boards), using chemical or heat sanitization. Chemical test devices must be available to check sanitizer levels B. Food preparation areas must have an accessible, conveniently located, well-equipped hand sinks, separate from a prep, mop or 3-compartment sink. A separate overflow drain line shall be connected to the drain pan provided with the equipment. Such overflow drain shall discharge to a conspicuous point of disposal to alert occupants in the event of a stoppage of the primary drain. The overflow drain line shall connect to the drain pan at a higher level than the primary drain connection. 3.

  • Design Standards / EDDS | Snohomish County, WA

    EDDS Deviation Forms - do not use to waive or modify a requirement of county code, Drainage Manual or EDDS stormwater standards. For EDDS Pre-application Deviation Requests: EDDS Pre-application Deviation Request Form (This request can only be submitted after the Presubmittal Conference required by SCC 30.66B.020 and before submittal of the