Common use of Sanitary Sewers Clause in Contracts

Sanitary Sewers. a) Sanitary sewers of a size approved by the Director shall be installed on all streets and easements, etc., as required to adequately service the Plan and adjacent contributory areas. Sewers shall be installed complete with manholes and connected to an adequate outlet as indicated on engineering plans prepared by the Engineer and approved by the City as indicated in Schedule “A-1” and set out on Schedule "D" attached hereto. b) Sanitary sewer pipe shall be a minimum nominal diameter of 200mm and shall be manufactured of one of the following materials: i) P.V.C. plastic meeting the requirements of A.S.T.M. designation D3034, CSA Standard B182.4 and having an S.D.R. of 35 maximum. ii) A.B.S. composite wall (Truss Pipe) as manufactured by Armco Canada Limited or an approved equal meeting the requirements A.S.T.M. designation D2680. iii) Polyethylene meeting the requirements of A.S.T.M. designation D1248. c) Unless otherwise specified, sewer pipe shall be laid in a Class “B” bedding 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 a maximum of 300mm (200mm in rock). Like material shall be placed in 150mm layers, similarly compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of the trench, which, at the top of the pipe, shall not exceed 600mm plus the outside diameter of the pipe. Where conditions warrant, the bedding material under the pipe and alongside the pipe up to the spring-line of the pipe shall be open graded 19mm crushed rock. d) Upon completion of base asphalt all sanitary manholes shall be fixed with a Manhole Inflow Dish/Cover manufactured by Cretex Specialty Products or approved equivalent made of High Density Polyethylene (HDPE) Copolymer meeting the requirements of ASTM D-1248 Class A, Category 5, Type III. All Manhole Inflow Dishes shall come with a manufactured strap for removal and an appropriate valve for venting gas and relieving vacuum pressure. Manhole Inflow Dishes shall remain in place and in a proper state of repair until final assumption of the subdivision.

Sanitary Sewers. a) Sanitary sewers shall be designed in accordance with current design guidelines of the Ministry of the Environment, Conservation and Parks and the Engineering and Corporate Assets Department. b) Sanitary sewers of a size approved by the Director shall be installed on all streets and easements, etc., as required to adequately service the Plan and adjacent contributory areas. Sewers shall be installed complete with manholes and connected to an adequate outlet as indicated on engineering plans prepared by the Engineer and approved by the City as indicated in Schedule “A-1” and set out on Schedule "D" attached hereto. bc) Sanitary sewer pipe shall be a minimum nominal diameter of 200mm and shall be manufactured of one of the following materials: ii. Polyvinyl Chloride Pipe (PVC) P.V.C. plastic meeting the requirements of A.S.T.M. designation D3034, CSA Standard B182.4 in accordance with OPSS.MUNI 1841 and having an S.D.R. of 35 maximumshall be PVC SDR 28 or 35. ii) . A.B.S. composite wall (Truss Pipe) as manufactured by Armco Canada Limited or an approved equal meeting the requirements A.S.T.M. designation D2680. iii) . Polyethylene meeting the requirements of A.S.T.M. designation D1248Pipe in accordance with OPSS.MUNI 1842. cd) Unless otherwise specified, PVC sewer pipe shall be laid in a Class “BP” bedding consisting of approved crushed granular Granular “A” material mechanically compacted to a minimum 100% of material’s Standard Xxxxxxx Maximum Dry Density of 95% (SPMDD) 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 a maximum of 300mm (200mm in rock). Like material shall be placed in 150mm layers, similarly compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of the trench, which, at the top of the pipe, shall not exceed 600mm plus the outside diameter of the pipeaccordance with OPSD 802.010. Where conditions warrant, the bedding material under the pipe and alongside the pipe up to the spring-line of the pipe shall be open graded 19mm crushed rockType 1 Clear Stone. de) Upon completion of base asphalt all sanitary manholes shall be fixed with a Manhole Inflow Dish/Cover manufactured by Cretex Specialty Products or approved equivalent made of High Density Polyethylene (HDPE) Copolymer meeting the requirements of ASTM D-1248 Class A, Category 5, Type III. All Manhole Inflow Dishes shall come with a manufactured strap for removal and an appropriate valve for venting gas and relieving vacuum pressure. Manhole Inflow Dishes shall remain in place and in a proper state of repair until final assumption of the subdivisionPublic Services.

Sanitary Sewers. a) Sanitary sewers shall be designed in accordance with current design guidelines of the Ministry of the Environment, Conservation and Parks and the Engineering and Corporate Assets Department. b) Sanitary sewers of a size approved by the Director shall be installed on all streets and easements, etc., as required to adequately service the Plan and adjacent contributory areas. Sewers shall be installed complete with manholes and connected to an adequate outlet as indicated on engineering plans prepared by the Engineer and approved by the City as indicated in Schedule “A-1” and set out on Schedule "D" attached hereto. bc) Sanitary sewer pipe shall be a minimum nominal diameter of 200mm and shall be manufactured of one of the following materials: ii. Polyvinyl Chloride Pipe (PVC) P.V.C. plastic meeting the requirements of A.S.T.M. designation D3034, CSA Standard B182.4 in accordance with OPSS.MUNI 1841 and having an S.D.R. of 35 maximumshall be PVC SDR 28 or 35. ii) . A.B.S. composite wall (Truss Pipe) as manufactured by Armco Canada Limited or an approved equal meeting the requirements A.S.T.M. designation D2680. iii) . Polyethylene meeting the requirements of A.S.T.M. designation D1248Pipe in accordance with OPSS.MUNI 1842. cd) Unless otherwise specified, PVC sewer pipe shall be laid in a Class “BP” bedding consisting of approved crushed granular Granular “A” material mechanically compacted to a minimum 100% of material’s Standard Xxxxxxx Maximum Dry Density of 95% (SPMDD) 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 a maximum of 300mm (200mm in rock). Like material shall be placed in 150mm layers, similarly compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of the trench, which, at the top of the pipe, shall not exceed 600mm plus the outside diameter of the pipeaccordance with OPSD 802.010. Where conditions warrant, the bedding material under the pipe and alongside the pipe up to the spring-line of the pipe shall be open graded 19mm crushed rockType 1 Clear Stone. de) Upon completion of base asphalt all sanitary manholes shall be fixed with a Manhole Inflow Dish/Cover manufactured by Cretex Specialty Products or approved equivalent made of High Density Polyethylene (HDPE) Copolymer meeting the requirements of ASTM D-1248 Class A, Category 5, Type III. All Manhole Inflow Dishes shall come with a manufactured strap for removal and an appropriate valve for venting gas and relieving vacuum pressure. Manhole Inflow Dishes shall remain in place and in a proper state of repair until final assumption of the subdivision.

Sanitary Sewers. a) Sanitary sewers shall be designed in accordance with current design guidelines of the Ministry of the Environment, Conservation and Parks and the Engineering and Corporate Assets Department. b) Sanitary sewers of a size approved by the Director shall be installed on all streets and easements, etc., as required to adequately service the Plan and adjacent contributory areas. Sewers shall be installed complete with manholes and connected to an adequate outlet as indicated on engineering plans prepared by the Engineer and approved by the City as indicated in Schedule “A-1” and set out on Schedule "D" attached hereto. bc) Sanitary sewer pipe shall be a minimum nominal diameter of 200mm and shall be manufactured of one of the following materials: i: Polyvinyl Chloride Pipe (PVC) P.V.C. plastic meeting the requirements of A.S.T.M. designation D3034, CSA Standard B182.4 in accordance with OPSS.MUNI 1841 and having an S.D.R. of 35 maximum. ii) shall be PVC SDR 28 or 35. A.B.S. composite wall (Truss Pipe) as manufactured by Armco Canada Limited or an approved equal meeting the requirements A.S.T.M. designation D2680. Polyethylene Pipe in accordance with OPSS.MUNI 1842. iii) Polyethylene meeting the requirements of A.S.T.M. designation D1248. cd) Unless otherwise specified, PVC sewer pipe shall be laid in a Class “BP” bedding consisting of approved crushed granular Granular “A” material mechanically compacted to a minimum 100% of material’s Standard Xxxxxxx Maximum Dry Density of 95% (SPMDD) 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 a maximum of 300mm (200mm in rock). Like material shall be placed in 150mm layers, similarly compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of the trench, which, at the top of the pipe, shall not exceed 600mm plus the outside diameter of the pipeaccordance with OPSD 802.010. Where conditions warrant, the bedding material under the pipe and alongside the pipe up to the spring-line of the pipe shall be open graded 19mm crushed rockType 1 Clear Stone. de) Upon completion of base asphalt all sanitary manholes shall be fixed with a Manhole Inflow Dish/Cover manufactured by Cretex Specialty Products or approved equivalent made of High Density Polyethylene (HDPE) Copolymer meeting the requirements of ASTM D-1248 Class A, Category 5, Type III. All Manhole Inflow Dishes shall come with a manufactured strap for removal and an appropriate valve for venting gas and relieving vacuum pressure. Manhole Inflow Dishes shall remain in place and in a proper state of repair until final assumption of the subdivision.