Storm Sewers. Storm sewers, including manholes, catch basins and connections shall be installed in the locations and of such sizes as indicated within the Land on Schedule “A-1” of engineering plans prepared by the Engineer and approved by the City and set out on Schedule “D” attached hereto. Storm sewers shall be designed in accordance with current design data of the Municipal Works Department and shall properly drain the Land on the said Plan and accommodate the drainage from abutting land and runoff from the roofs of buildings erected in the said Plan as indicated on Schedule “A-1” attached hereto and shall be constructed to an adequate outlet. Storm sewer pipe shall be PVC or concrete with rubber gasket joints. Bedding shall be Class “B” unless otherwise stipulated, consisting of approved crushed granular material mechanically compacted to a minimum Xxxxxxx Density of 95% in 150mm layers under the pipe to a depth of one-third (1/3) the outside diameter, such depth being a minimum of 150mm and maximum of 300mm. Like material shall be placed in 150mm layers, mechanically compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of trench, which, at the top of pipe, shall not exceed 600mm plus the outside diameter of the pipe.
Storm Sewers. 9. The Subdivider shall install storm sewers, with appurtenances, catch basins and leads sufficient to drain the Phase II Land properly and to drain abutting real property as required by the Municipal Engineer; and the following provisions shall apply to the storm sewer works:
Storm Sewers. 22. The Subdivider shall install storm sewers sufficient to drain the Land properly and to drain abutting real property as required by the County and the following provisions shall apply:
Storm Sewers. Routine maintenance of any storm sewer facilities construction. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation, and ice from grates and catch basins, and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation, this also includes informing the District Maintenance Engineer of any needed repairs.
Storm Sewers. (a) The Developer shall, at no expense to the Town, except as hereinafter provided, construct and install all storm sewers to the 200 mm diameter PVC sanitary main, complete with manholes and other accessories both within and outside the development area which may, in the opinion of the Town, be required to serve the development area and that the servicing works shall include Parts 1, 2, 3, 4 Plan 59R-15974 and Parts 1, 2 and 3 Plan 59R- 15972 and the buildings to be erected thereon, in accordance with Town standards and approved drawings by the Director of Public Works and filed in the Town's offices prior to the issuance of a Building Permit. The design of such services shall be approved by the Director of Public Works prior to commencing construction and installation of the services.
Storm Sewers. Shall be kept clean and free from debris; traps and sumps cleaned as required after each storm.
Storm Sewers. Storm sewers, including manholes, catch basins and connections shall be installed in the locations and of such sizes as indicated within the Land on Schedule “A-1” of engineering plans prepared by the Engineer and approved by the City and set out on Schedule “D” attached hereto. Storm sewers shall be designed in accordance with current design data of the Ministry of the Environment, Conservation and Parks and Engineering Department and shall properly drain the Land on the said Plan and accommodate the drainage from abutting land and runoff from the roofs of buildings erected in the said Plan as indicated on Schedule “A-1” attached hereto and shall be constructed to an adequate outlet. Storm sewer pipe shall be PVC or concrete with rubber gasket joints. Bedding shall be Class “B” unless otherwise stipulated, consisting of approved Granular “A” material compacted to 100% of material’s Standard Xxxxxxx Maximum Dry Density (SPMDD) in accordance with OPSD 802.010. Where conditions warrant, the bedding material plus surround to spring line of pipe shall be 19mm Type 1 Clear Stone.
Storm Sewers. The Town Board reserves the right to require the installation of storm sewers. The storm sewer shall be installed in accordance with the specifications and under the guidance of the Town Board. The cost of said storm sewer shall be charged to the developer.
Storm Sewers. A storm sewer system shall be constructed throughout the entire subdivision which shall be separate and independent of the sanitary sewer system and which shall provide an efficient outlet to an acceptable receiving watercourse. No street shall be paved unless provision is made for the concurrent installation and construction of storm sewers for the full length of the street pavement. The installation, construction and design of the storm sewers shall be in accordance with the Specifications.
Storm Sewers. A storm sewer system shall be installed by the Subdivider in the Subdivision including the construction of mains, cross-drains and catch basins and, for Lots 59 to 96 only, a “wye” connection from the storm sewer main to two houses sharing a common lot line, as set out in the engineering drawings described in Schedule E.. The sump pumps in Lots 59-96 shall not be required to be connected to the “wye” connections, but rather the sump pumps shall discharge to the rear of the lot in accordance with the lot grading plan. The storm sewer system is to be completed by November 30, 2010.
