Lee's Summit

DE Contact Field Eng. Inspector

Prior to the commencement of any construction activities, the Contractor shall contact Field Engineering Inspections at (816) 969-1200 to coordinate a preconstruction meeting / conference with the assigned Field Engineering Inspector.

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee of $16,332.02 (which is based on 3% of the total infrastructure cost plus a water test inspection fee(s)) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit.

DE Future Repair Work

Please be aware that any future repair work to public infrastructure (e.g., water main repair, sanitary sewer repair, storm sewer repair, etc.) within public easements will not necessarily include the repair of pavement, curbing, landscaping, or other private improvements which are located within the easement.

Code Statement

All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2018 International Fire Code.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. The three northern most buildings on the northeast side do not meet this requirement.

Miscellaneous Correction

Provide complete, engineered design for retaining wall.

PHOTOMETRIC PLAN. Provide a plan with foot-candle levels for the subject phase.

The angles between Lines 6 and 5 at Str. 5-2 and between Lines 13 and 1 at Str. 1-6 are less than 90 degrees, which is not desirable. Please revise if possible.

Please verify that the Str. 5-2 outflow pipe will fit the structure wall opening requirements given the exit angle.

Please label the separation between the fire line and storm pipe at the Lines 12 and 13 crossings.

The City does not approve the alternate pavement section request submitted to eliminate the 4” aggregate base layer.

Miscellaneous Correction

Provide complete, engineered design for retaining wall.

Code Statement

All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2018 International Fire Code.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. The three northern most buildings on the northeast side do not meet this requirement.