Drainage and Grading Sample Clauses

Drainage and Grading. All plans and specifications for the construction of improvements on any Lot within the Property, and the actual construction of such improvements, shall maintain drainage easements and rights-of-way within the Property clear and unobstructed. Further, all grading on any Lot within the Property shall be done with a minimum of disruption to the Property as a whole and shall not drain surface water to adjoining Lots or properties unless along a natural drainage path, nor shall grading cause soil erosion.
Sample 1
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Drainage and Grading. Drainage collection facilities may be constructed with a mix of open concrete-lined (flowline and side slopes) channel and underground storm sewers.
Sample 1
Drainage and Grading. The Owner shall show on Schedule "B" all elevations and contours of the lands subject to development at this time and the same shall be finally developed and further indicating and setting out the disposal systems on the lands for the disposal of storm, surface and waste water. All such plans shall be to the satisfaction of the Municipality or Saugeen Valley Conservation Authority, if deemed applicable. The Municipality in consultation with its engineer may require the Owner to furnish detailed plans and/or information, depending upon the nature of the development, of the site and of adjoining lands. The Owner agrees to furnish such plans and/or information and acknowledges that he may be required to retain an engineer for this purpose. The Owner shall not permit the lands to drain otherwise than into a properly installed drainage system and where they exist, with proper catch-basins connected to a Municipal storm sewer. The grades and drainage facilities shall be so established so as to provide for drainage of any surface water including roof water, only into the internal system of drainage connected to the Municipality's storm sewers where they exist (as per Site Plan).
Sample 1

Related to Drainage and Grading

  • 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. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Erosion and Sediment Control The Contractor shall install and maintain erosion and sediment control devices to prevent adjacent streets, storm drains and property from accumulations of soil, sediment, or dust which result from his work. Devices installed to control sediment and prevent erosion shall comply with the requirements of the Georgia Tech Project Superintendent. The Contractor is responsible for monitoring downstream conditions throughout the construction period and clearing any debris, sediment, and dust caused by the progress of the Work. The Contractor shall inspect, maintain, and clear erosion and sediment control devices at least weekly unless otherwise directed by the Georgia Institute of Technology Construction Manager. At the conclusion of the Work, the Contractor shall remove all installed devices and restoring the site to the satisfaction of the Georgia Tech Construction Manager.

  • DELIVERY, STORAGE, AND HANDLING The Contractor shall be responsible to inspect all components on delivery to ensure that no damage occurred during shipping or handling for furnish and installation projects. For equipment only purchases, the ordering entity shall be responsible to inspect all components on delivery. Materials must be stored in original undamaged packaging in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism, and theft until ready for installation.

  • Start-Up and Synchronization Consistent with the mutually acceptable procedures of the Developer and Connecting Transmission Owner, the Developer is responsible for the proper synchronization of the Large Generating Facility to the New York State Transmission System in accordance with NYISO and Connecting Transmission Owner procedures and requirements.

  • Stormwater Management The Owner agrees that stormwater management measures shall be applicable to the development of the Lands, in a manner which is in accordance with the provisions of The Drainage Act, R.S.O. 1990, c.D.17 and amendments thereto, and to the satisfaction of the Municipality's Engineer.

  • Course Curriculum, Instruction, and Grading X. Xxxx College courses offered as dual credit, regardless of where they are taught, follow the same syllabus, course outline, textbook, grading method, and other academic policies as the courses outlined in the Hill College catalog.

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