Common use of STORM SEWER Clause in Contracts

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 ofthe plans, showing locations of numbered ofnumbered 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 ofinside face on Type 1/1A I/ IA curb inlets; center of high ofhigh edge on Type 2 curb inlets  • for skewed inlets typically in intersection radii, or not parallel to baseline – - center of curb ofcurb inlet AND center of inside ofinside face on Type 1/1A 1/lA curb inlets; center of high ofhigh edge on Type 2 curb inlets  • end of end ofend section, at CL of pipe  ofpipe • center, end of pipe ofpipe at outside face of headwallofheadwall; if headwall ifheadwall not perpendicular to pipe, each corner xxxxx of headwall at outside face  • center of all ofall drop inlets, manholes, and other structures  • center of RCBC ofRCBC at each end (outside face of hubguardofhubguard); if box ifbox rotated, each cornerxxxxx, 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