Drainage Culverts Sample Clauses

Drainage Culverts. (i) A culvert shall mean a cross carriageway drain servicing an open drainage system and such culvert Design shall have a minimum diameter of 900 millimetres. (ii) All culverts shall be designed in accordance with XXXXX Report C689 “Culvert Design and Operation Guide” (2001) except that all culverts Design shall be for the 1 in 100 years flood peak discharge flow of the watercourse. The Design for the culvert shall accommodate this flow in free flow conditions with zero afflux and shall be designed to convey the 1 in 200 year return period flow without causing significant backing up or afflux immediately upstream. Notwithstanding the other provisions of this Agreement, the Design for all culverts shall also be in accordance with the Design Guidance Booklet: “Rivers crossings and Migratory Fish” – A Consultation Paper, produced by the Scottish Executive (April 2000). All culvert Design shall encourage use by wildlife such that all fish species and mammals associated with the watercourse may pass freely through the culvert. Culverts shall be designed to operate under sub-critical, free flow conditions. Bends, steps, changes in culvert slope and cross section shall not be permitted in the Design. (iii) The Design shall ensure that, where an existing culvert shall be replaced or extended, the new culvert shall be no less in dimensions and capacity than the existing culvert. (iv) All new culverts shall have a formed concrete headwall at both the inlet and outlet. All culvert headwalls shall be located a minimum of 2.0 metres beyond the back of the adjacent road verge. Headwalls in the Design shall be designed as Structures. (v) The Design shall ensure that measures shall be taken at watercourses to prevent livestock entering all culverts. (vi) The Company shall undertake a risk assessment to determine the provision or otherwise of trash screens and security screens at culverts. (vii) Culverts, where mammal ledges are required to be provided as part of the Design, shall be designed as Structures in accordance with Section 2. The ledges shall be positioned not lower than 150 millimetres above the 1 in 25 year flood level and shall provide a minimum 600 millimetres headroom. (viii) The Company shall consult and comply with the requirements of: (a) Glasgow City Council; (b) North Lanarkshire Council; or (c) South Lanarkshire Council; as appropriate, (d) SEPA; and (e) Transport Scotland with regards to providing trash screens and security screens at culverts. The Co...
Sample 1
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Drainage Culverts. All driveways must contain a culvert to allow drainage. The Restrictions requires that culverts must be a minimum length of 30-feet and may not exceed 50-feet in length (See Section 3.17 of Restrictions). These are subject to change and governed by the Association and the Paradise Shores Architectural Control Committee (the “ACC”). All culverts must be approved by the ACC prior to installation. __________ HOME CONSTRUCTION: It is the complete responsibility of the Tract Owner and/or the Home Builder to ensure structural reliability of the home, proper construction and proper design. It is highly recommended that the Owner determine the type of soil present on the Tract by conducting a Geotechnical Study (Soil Test) on the Tract prior to construction by a Professional Engineer. It is also recommended that a licensed structural Professional Engineer licensed in the State of Texas should design and seal the slab or foundation prior to construction. A licensed architect is recommended for the proper design and construction of a home. The approval supplied by the Architectural Control Committee is not a substitute for the use of qualified professionals to assist you in the construction of a home. ALL CONSTRUCTION OF ANY IMPROVEMENT OF ANY KIND MUST BE APPROVED BY THE PARADISE SHORES ARCHITECTURAL CONTROL COMMITTEE PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. size, location and design. Pitched roofs on Boat Houses and boat docks are permitted; however, the roof of the structure shall have a maximum of 5 × 12 pitch. _________ PRIVATE LAKE (Lots 49 - 63 and Lots 67 - 79 Inclusive): Small boats and personal watercraft shall be allowed on the Private Lake. The small boats and personal watercraft shall be limited to electric motors only. No gas motors shall be allowed on small boats or personal watercraft on the Private Lake. Piers with no roof shall be permitted to be built from the individual Lot Owner’s shoreline but will be limited to a maximum of 350 square feet, inclusive of any entrapped water for a boat slip. Walkways shall not be included in the maximum square footage total if the walkway is less than 4 feet wide, but shall be included in the 350 square feet if 4-feet or wider and the walkway shall not be longer than 40-feet measured from end of pier to shoreline. Irrigation out of the Private Lakes is prohibited. (See Section 3.32 of Restrictions). Shores does not and will not depict any accommodation for future mineral development. In the event mineral d...
Sample 1

Related to Drainage Culverts

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Plumbing fixtures and appliances shall be used only for the purposes for which designed, and no sweepings, rubbish, rags or other unsuitable material shall be thrown or deposited therein. Damage resulting to any such fixtures or appliances from misuse by a tenant or its agents, employees or invitees, shall be paid by such tenant.

  • Lighting A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface.

  • Electrical Provide drawings for the following systems: .1 Lighting including circuiting and luminaire identification and switching. Also provide illuminance computer printout for all indoor typical indoor spaces and parking lots. .2 Convenience outlets and circuiting, special outlets and circuiting, television outlets, and power systems and equipment. Provide riser diagrams for all electrical systems including master clock, intercom, fire alarm, ITV, computer networking/telephone. Also, provide for emergency and normal power distribution. Provide luminaire schedule. .3 Panel schedule may be in preliminary form but circuitry must be included. .4 Applicable installation details. .5 General legend and list of abbreviations. .6 Voltage drop computation for all main feeders. .7 Short circuit analysis .8 Provide 1/2" scale floor plan and wall elevations for all electrical rooms.

  • Toilets Papers, dust, cobwebs, peels, cans/bottles, cigarette butts, excrement on floor, bad smells, water pools, leaking sewage, rodents, animals (dead or alive), overflowing sanitary bins. 0 = NOT APPLICABLE 1 = UNACCEPTABLE (Toilets out of order. Toilets not cleaned on daily basis.) 2 = POOR (Toilets cleaned, but still visible signs of dirt, e.g. dust, cobwebs.) 3 = GOOD (Obvious sign that toilets are cleaned daily.) 4 = EXCELLENT (Extra effort is put in to ensure cleanliness, e.g. using detergents.)

  • Water Provide hot water for lavatory purposes and cold water for drinking, lavatory and toilet purposes.

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following: A. Company is required to submit a Notice of Intent to use the State of Florida Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity. Authority and Company both acknowledge that close cooperation is necessary to ensure compliance with any stormwater discharge permit terms and conditions, as well as to ensure safety and to minimize the cost of compliance. Company acknowledges further that it may be necessary to undertake actions to minimize the exposure of stormwater to “significant materials” (as such term may be defined by applicable stormwater rules and regulations) generated, stored, handled, or otherwise used by Company by implementing and maintaining “best management practices” (BMPs) (as such term may be defined in applicable stormwater rules and regulations). Company will establish a BMP plan for the Premises and submit a copy to Authority. B. Company will be knowledgeable of any stormwater discharge permit requirements applicable to Company and with which Company will be obligated to comply. The submittal of a Notice of Intent will be made by Company to the FDEP, and a copy will be submitted to Authority. Company is required to comply with the following requirements including, but not limited to, certification of non-stormwater discharges; collection of stormwater samples; preparation of a Stormwater Pollution Prevention Plan or similar plans; implementation of BMPs; and maintenance and submittal of necessary records. In complying with such requirements, Company will observe applicable deadlines set by the regulatory agency that has jurisdiction over the permit. Company agrees to undertake, at its sole expense, those stormwater permit requirements for which it has received written notice from the regulatory agency and that apply to the Premises, and Company agrees that it will hold harmless and indemnify Authority for any violations or non-compliance with any such permit requirements.

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