STORM SEWER Sample Clauses
The STORM SEWER clause defines the requirements and standards for the installation, maintenance, or modification of storm sewer systems within a project. It typically outlines specifications for materials, construction methods, and inspection procedures to ensure proper drainage and environmental compliance. By setting clear expectations for stormwater management infrastructure, this clause helps prevent flooding, erosion, and water contamination, thereby protecting both the project site and surrounding areas.
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 the discharge of Hazardous Substances into the storm sewer system serving the Premises; or
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. Except as otherwise provided herein, at no cost to City, Developer shall provide to City storm sewer drainage easements, as necessary, and will dedicate a storm sewer collection system and related onsite and offsite regional detention and/or retention ponds to City which will be designated on the detailed development plan(s) and plat(s) for the Development Site. The exact location and size of such storm sewer drainage easements and regional ponds shall be determined by the detailed development plan(s) and final plat(s) as approved by City, consistent with the zoning thereof, as herein provided, engineering standards and all other applicable rules and regulations. Except for underground storm sewer pipes, Developer or MHOA shall be responsible for all maintenance of the storm sewer management system (including but not limited to easements and ponds) on each phase of development of the Development Site. The Parties covenant and agree that all roadway, utility and other construction and development work undertaken by such party will be designed and performed in such a manner as not to disrupt or otherwise interfere with any then existing storm sewer drainage systems (surface, field tile or other) on or off of the Development Site. The Parties acknowledge the existence of the storm sewer ditch in the northwest corner of the Development Site and that such ditch facilitates the removal of storm sewer drainage from real property located to the north of the Development Site. The Parties agree that Developer may, at Developer’s cost, take such appropriate steps to remediate such storm sewer ditch to facilitate the completion of the Proposed Development; provided, however, Developer agrees that any remediation activity shall be taken at such times and subject to approval by City, such that alternative storm sewer drainage facilities shall be available to properly dispose of any storm sewer drainage from the real property located to the north of the Development Site and the real property to the north shall not be adversely affected in connection with those remediation activities.