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 ▇▇▇▇▇▇▇ 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.
Appears in 3 contracts
Sources: Subdivision Agreement, Development Agreement, Subdivision Agreement