STORM SEWER Sample Clauses
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 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. The Developer shall remove and replace the existing valley gutter basin section with a new section to accommodate the new curb and gutter design.
STORM SEWER 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 DEVELOPER shall pay a storm sewer connection charge for Phase of $ in lieu of the property paying a like assessment at a later date. The charge shall be assessed against the property in Phase over a year period with % interest on the unpaid principal. The assessment shall be deemed adopted on the date this Agreement is signed by the CITY. The assessments may be assumed or prepaid in full at any time. The DEVELOPER waives any and all procedural and substantive objections to the assessments including any claim that the assessments exceed the benefit to the property. The DEVELOPER waives any appeal rights otherwise avail- able pursuant to MSA 429.081. Storm sewer charges for subsequent phases shall be calculated and paid based upon requirements in effect at the time the Develop- ment Agreements for those phases are entered into.
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.