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 $6,221.80 (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.

Imposed Loads

IFC 503.2.3 - Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Action required- The fire department access to the south building shall be capable of supporting a 75,000- pound fire apparatus. Confirm constructon type.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Action required- Knox box and gate locks shall be provided.

The proposed embossed texture on the prefinished metal siding does not meet the UDO minimum requirement for rough textured metal. The rough textured metal will need to be of a texture that is similar to that of a stucco finish.

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 (which is calculated as 3% of the total infrastructure cost plus a water test inspection fee(s)), and the water tap and meter setup fee have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $6,221.80

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.

Misc.

Please submit a revised estimate that includes the additional work. Once this estimate is submitted, a new fee based, on the entire project (original submission plus this added work), will be calculated.

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.

Imposed Loads

IFC 503.2.3 - Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Action required- The fire department access to the south building shall be capable of supporting a 75,000- pound fire apparatus. Confirm constructon type.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Action required- Knox box and gate locks shall be provided.

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.

Imposed Loads

IFC 503.2.3 - Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Action required- The fire department access to the south building shall be capable of supporting a 75,000- pound fire apparatus. Confirm constructon type.

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 $4,293.62 (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.

Please show the location of all oil and/or gas wells within the subject property. If none are present please add a note stating such and cite the source of your information.

Will there be any wall mounted lights? If so please provide the manufacturer’s specification sheets for proposed wall mounted fixtures.

All rooftop mechanical equipment shall be screened by a parapet wall to the height of the proposed RTUs. The north and east elevations show the RTU will be taller then the parapet wall. Please increase the height of the wall to meet the UDO’s minimum standards.

In the Building & Lot Data table please provide the number of required/proposed parking spaces and impervious coverage.

The minimum standard for deciduous trees is 3”. Please update the landscaping plans to reflect this UDO standard.

Informational only - All signs must comply with the sign requirements as outlined in the sign section of the ordinance.

Submit an Engineer's Estimate of Probable Construction Costs.

Sheet C1: • Please add a note stating: “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with a Field Engineering Inspector prior to any land disturbance work at (816) 969-1200.” • Show location of all oil/gas wells, or indicate none are present, and cite the source.

Sheet C1.1: Please include the type of 6” curb and 2’ curb & gutter and make sure standard details are of the same type.

Sheet C3: • Connection to public water main is by cut-in tee. Please revise. • A restrained valve is required on the fire line where it connects to the public main. Please add. • Notes indicate the BFPD is interior to the building, but the drawing seems to indicate a vault. Please clarify. If in a vault, please locate it outside of the public easement as required by Design and Construction Manual Section 6901.H.3. • Private fire hydrants shall be installed after the building’s BFPD when located inside the building. • Is the W7 keynote near the sand/oil separator actually indicating a private FH assembly? Please clarify.

Sheet C4.1: Please remove the sediment trap detail and add the inlet protection detail.

Sheet C5: • Please revise “AB-3” to KDOT AB-3” in General Paving Note 3. • Please add a 6” curb detail.

Sheet C5.2: • Please replace the vault detail with the City’s standard detail or remove if not required. • Please revise the Trench Bedding notes to match the City’s requirements.

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.

Imposed Loads

IFC 503.2.3 - Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Action required- The fire department access to the south building shall be capable of supporting a 75,000- pound fire apparatus. Confirm constructon type.