Soakaways Sample Clauses

Soakaways. TS-926 Soakaways shall be constructed in one of the following ways: TS-927 Cover and base slabs shall be at least 150mm thick Grade (A) reinforced concrete, or precast covers according to Specification and as directed and approved .by the Managin Official. TS-928 Removable covers shall be as described for manhole covers. TS-929 Soakaways shall be of the sizes and in the positions shown on the Drawings or as directed on site by the Managing Official. TS-930 Soakaways constructed in cast in site concrete shall have walls of at least 200mm thicknesses. TS-931 Soakaways shall meet the requirements of the Local Authority.
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Soakaways. The costs of inspection maintenance and repair for a period of 15 years from the date of the Part 2 Certificate – a minimum basic sum of £5,000 multiplied by 1.5 to 3.0 depending upon the complexity of construction type and location of each soakaway Traffic Signal Equipment The sum of £60,000 for a single traffic signal junction and £30,000 for a single pelican crossing to cover inspection and maintenance over 15 years from the date of the Part 2 Certificate Non-Standard Traffic Systems Equipment Commuted sum for inspection and maintenance over 15 years from the date of the Second Certificate [£ ] Soft-Landscaping Works Commuted sum for inspection and maintenance over [ 15 ] years – a period from the date of Second Certificate [£ ] Non-standard street lighting as Commuted sum if non-standard higher cost agreed with the Proper Officer maintenance equipment is accepted and installed – [amount determined specific to scheme] Non-standard or enhanced surfacing and street furniture as agreed with the Proper Officer Commuted sum if non-standard higher cost maintenance materials are accepted and installed [amount determined specific to scheme]
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Related to Soakaways

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  • Ditches (1) Remove bank slough, minor slides, and obstructions. (2) Remove slash created by operations. (3) Restore to functional drainage. (4) Minimize erosion and/or sediment delivery by placement and maintenance of filtering systems.

  • 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 (▇▇▇) ▇▇▇-▇▇▇▇. 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.