STORM SEWER. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: all possible control as established or attained during preliminary survey, including but not limited to – section corners, property irons, intersection center-center irons, other set monuments; any necessary points for establishing BL, including P.I.’s in BL benchmarks, including TBM set with preliminary survey center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets for skewed inlets typically in intersection radii, or not parallel to baseline – center of curb inlet AND center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets end of end section, at CL of pipe center, end of pipe at outside face of headwall; if headwall not perpendicular to pipe, each corner of headwall at outside face center of all drop inlets, manholes, and other structures center of RCBC at each end (outside face of hubguard); if box rotated, each corner, outside face
STORM SEWER. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey ▪ center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets ▪ for skewed inlets typically in intersection radii, or not parallel to baseline – center of curb inlet AND center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets ▪ end of end section, at CL of pipe ▪ center, end of pipe at outside face of headwall; if headwall not perpendicular to pipe, each corner of headwall at outside face ▪ center of all drop inlets, manholes, and other structures ▪ center of RCBC at each end (outside face of hubguard); if box rotated, each corner, outside face
STORM SEWER. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all possible control as established or attained during preliminary survey, including but not limited to – section corners, property irons, intersection center-center irons, other set monuments; any necessary points for establishing BL, including P.I.’s in BL ▪ benchmarks, including TBM set with preliminary survey ▪ center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets ▪ for skewed inlets typically in intersection radii, or not parallel to baseline – center of curb inlet AND center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets ▪ end of end section, at CL of pipe ▪ center, end of pipe at outside face of headwall; if headwall not perpendicular to pipe, each corner of headwall at outside face ▪ center of all drop inlets, manholes, and other structures ▪ center of RCBC at each end (outside face of hubguard); if box rotated, each corner, outside face
STORM SEWER. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase benchmarks, including TBM set with preliminary survey center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets for skewed inlets typically in intersection radii, or not parallel to baseline – center of curb inlet AND center of inside face on Type 1/1A curb inlets; center of high edge on Type 2 curb inlets end of end section, at CL of pipe center, end of pipe at outside face of headwall; if headwall not perpendicular to pipe, each corner of headwall at outside face center of all drop inlets, manholes, and other structures center of RCBC at each end (outside face of hubguard); if box rotated, each corner, outside face
STORM SEWER. 3.01 Before the Payment Date, the Developer shall pay to the City the Storm Sewer Assessment Levy per hectare of the Development Area as set out in Schedule 2.
STORM SEWER. The storm sewer system comprised of five separate systems with an inventory which can be described, more or less as follows: -15 kilometres of mains - 350 catch basins -136 manholes
STORM SEWER. A 5% premium shall be paid, in addition to the base hourly wage paid, when an Employee is working within a storm sewer system beyond the manhole, catch-basin or outfall.
STORM SEWER. The City’s reimbursement obligation will be to pay the cost for the increased length of storm sewer pipe needed to convey the storm sewer under the additional width of an arterial road.
STORM SEWER. (a) The Owner hereby agrees to construct at his expense, a storm sewer to service that area of land shown in Schedule "B", including house connections from the sewers to the street line and lawn drains, to service the land in the Subdivision and adjacent road allowances and in accordance with the design and specifications as approved by the Municipal Engineer and as set forth in Schedule "P" to this Agreement. The Owner further agrees to maintain such sewers, including clearing of any blockage until they are final accepted by the Municipality. The construction and installation of all such sewers shall be in accordance with good engineering practice. The said sewers shall be constructed to an outlet according to designs approved by the Municipal Engineer in accordance with good engineering practice. It is understood and agreed that all storm sewers shall be of sufficient size, depth and at locations within the limits of the Subdivision or on adjacent road allowances, to serve any and all lands outside this Subdivision which will, in the opinion of the Municipal Engineer, require the use of the Subdivision sewers as trunk outlets. The Municipality may issue a certificate or preliminary acceptance of the storm sewer system upon satisfactory completion of the sewers to the street line. Ten (10) months after the preliminary acceptance of any section or phase, or in the meantime if the need arises, the Municipal Engineer shall inspect the storm sewer system and submit a deficiency list to the Owner and the Owner shall rectify the deficiencies immediately upon receipt of the said deficiency list. As soon as the Owner has advised the Municipal Engineer that the deficiencies have been rectified, the Municipal Engineer shall reinspect the storm sewer system and if the deficiencies have been corrected he shall report to the Municipality which may give its final acceptance to the storm sewer system.
STORM SEWER. The storm sewer system throughout the Project.
