Lee's Summit

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.

DE C&O #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

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. $39,619.69

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.

A recorded copy of the proposed U/E along NW Lowenstein Drive must be provided to the City prior to any form of occupancy.

Please show and label all current easements throughout the plan set. Please note that some of the easements shown on the Final Plat included in the plans have been vacated.

Please show the existing water line crossing NW Lowenstein Drive throughout the plan set, not just on Sheet C5.0.

Sheet C5.0: • Please locate the water meters in the utility easement within 1’ of the easement line, as required by Design and Construction Manual Section 6901.L.1. • Please locate the backflow prevention vault within 5’ of the utility easement line, on the private side, as required by Design and Construction Manual Section 6901.I.3. • Revise Utility Note 9 to specify Type “K” Copper material at least 10 feet beyond the water meter.

Sheet C10.0: The geogrid specified in the asphalt pavement details isn’t on the current Public Works Approved Products List. Please revise.

Sheet C14.0: Please relocate the irrigation water source label leader, it appears to be pointing to the wrong location.

Estimate: • Include erosion and sediment control items. • Please verify the water service line quantity.

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.

Provide color elevation renderings similar to what was submitted with the preliminary development plan. They also provided a multidimensional view. Label the exterior building materials. Label the orientation for each elevation. Dash in the roof-mounted units and illustrate how they will be screened from view (for each elevation).

On Sheet C1.0 the legal description reflects both lots, revise to reference Lot 2 only.

Show the proposed stacking of the vehicles within the drive-thru.

Submit an Engineer's Estimate of Probable Construction Costs.

Sheet C1.0: Show location of all oil/gas wells, or indicate none are present, and cite the source.

Sheet C3.0: • Please remove the “PV1” label. It isn’t necessary on this sheet. • As this sheet is intended to show the overall layout for the proposed project, it should reflect just that. Please clearly show the new portion of retaining wall and delete the existing retaining wall that is being removed.

Sheet C4.0: • The Detail List shows “CW1” for the curb walk at building, but it is labeled as “CW2” in the Plan view. Please revise. If “CW1” is not used, please delete from the list. • “TP” is shown in Plan view but is not included in the Detail List. Please add. • The Detail List shows “PK-2” for the accessible sign, but they are labeled as “PK1” in the Plan view. Please revise.

Sheet C5.0: • Please locate the domestic water line connection, water meter, and Backflow Prevention Device per Section 6900 of the Design and Construction Manual. • Please revise the detail referenced in Note 20E, it is incorrect. • Why is the sanitary sewer service line 6”? That seems excessive. • Note 61 seems to be pointing to the wrong location. • Please include flowlines at the sanitary cleanouts and connection to the public main. • Utility Note 10 references KCP&L, now Evergy.

Sheet C6.0: Please clearly delineate the existing TW and BW where the new wall will connect.

Sheet C7.0: The ADA-accessible ramps to the north of the proposed building do not have complete design information. Please revise similar to the other ramps on site.

Sheet C9.0: The existing inlets are grate inlets. Please include the appropriate standard detail.

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.