Lee's Summit

The existing water main being extended to the north to serve this lot must extend all the way to the south property line of this lot. Relocate the fire hydrant to the end of the extended water main. This extended main will now be public from the connection at Tudor Road to the relocated fire hydrant. A utility easement will be required for this main from the public right-of-way through the fire hydrant. This will be reviewed with the Final Development Plan.

Fire and domestic water lines must each connect separately to the extended main. A water meter will be required within the easement and a backflow prevention device will be required just beyond the easement, per City requirements. The backflow device must be located externally since the building is more than 50 feet from the public main. This will be reviewed with the Final Development Plan.

A minimum 2% slope is required in the bottom of the detention basin. This will be reviewed with the Final Development Plan.

DE C&O #01 Eng Plans – FDP/PDP

All required engineering plans and studies, including water lines, sanitary sewers, storm drainage, streets and erosion and sediment control shall be submitted along with the final development plan. All public infrastructure must be substantially complete, prior to the issuance of any certificates of occupancy.

DE C&O #03 Eng & Insp Fees

All Engineering Plan Review and Inspection Fees shall be paid prior to approval of the associated engineering plans and prior to the issuance of any infrastructure permits or the start of construction (excluding land disturbance permit).

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the City if ground breaking will take place prior to the issuance of an infrastructure permit, building permit, or prior to the approval of the Final Development Plan / Engineering Plans.

DE C&O #07 Easements

All permanent off-site easements, in a form acceptable to the City, shall be executed and recorded with the Jackson County Recorder of Deeds prior to the issuance of a Certificate of Substantial Completion or approval of the final plat. A certified copy shall be submitted to the City for verification.

DE C&O #09 FDP Reviews

Certain aspects of the development plan will be further reviewed during the Final Development Plan phase of the project. This includes detailed aspects of the design to help ensure that the plan meets the design criteria and specifications contained in the Design and Construction Manual.

DE C&O #11 Pavement Thickness

Private parking lots shall follow Article 12 of the Unified Development Ordinance for pavement thickness and base requirements.

DE C&O #12 Cut & Fill

Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.

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.

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 2012 International Fire Code.

Storm Water Drainage Report: • Incude “Preliminary” in the title. • Include existing and proposed drainage area maps. • It appears that there is a portion of the site drains to the north in both existing and proposed conditions. Please identify those areas in both existing and proposed drainage area maps. • The report is missing required elements. I believe you have been provided a list of required elements previously, but if needed can provide it again.

The building stairs encroach on the utility easement, which is not allowed. Please revise.

Sheet 4: The bottom of the detention basin appears to be mostly flat. Please ensure that water is able to get from the inflows to the outflow location without causing standing water.

Sheet 7: Because the water main must be extended thru the adjacent lot to reach this lot, the line between Tudor Road and this relocated fire hydrant will be a public line. Revise the plans accordingly. A public utility easement will be required for this water line.

Sheet 7: Since a public main is provided to this lot, you can bring both fire and domestic water lines off of the same line, rather than having them on separate sides of the lot. Please revise.

Sheet 7: A backflow prevention device is required. Please add to the plans.

Sheet 7: Remove the cleanouts from the sanitary sewer force main. They are not to be used with this type of sewer line.

Sheet 7: Is a 3” sanitary sewer line required? The expected flows would seem to only require a 2” line so sewage does not sit in the line.

Sheet 9: Remove curb details, the City’s standard detail is included on Sheet 12.

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 2012 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.

The stairs/landing on the southeast corner of the proposed building is located within the utility easement that runs parallel to the south property line. Please update the plans so this the stairs do not interfere with the U/E.

Please label the dimensions of the driveways.

Please show the location, height, intensity and type of outside lighting fixtures for buildings and parking lots.

Please provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

Please provide the manufacturer’s specification sheets for proposed exterior lighting to include both parking lot pole mounted and wall mounted fixtures. The specification sheets shall indicate the exact fixture to be used.

Is any ground mounted mechanical equipment being proposed? If so please provide the manufacturer’s specification sheets and show the location, size, and type of material to be used in all screening of ground mounted mechanical equipment.

Are any freestanding signs being proposed? If so please show the location, size, and type of material of all proposed monument or freestanding signs.

The dashed lines of the rooftop mechanical equipment shows they are close to the same height as the parapet wall. Please acknowledge that the screening wall will be as tall as or taller than the proposed rooftop mechanical equipment.

How many bed rooms will be in the proposed apartments? Please provide the floor plan for the 2nd floor residential units.

Deciduous trees shall be a minimum of 3 inch caliper, measured at a point 6 inches above the ground or top of the root ball, at planting. Please update the plans to reflect this requirement.

The UDO requires a buffer/screen between developments of differing land uses adjoining one another. A high impact screening buffer is required along the north property line adjacent to the R-1 zoned district and a medium impact screening buffer is required along the east property line adjacent to the church property.

On the west elevation staff would like to see the center (4th) store front’s roof line raised to give more break in the horizontal line. Additionally, staff would like to see the façade pulled out 1-2 feet to create more depth.

Please incorporate additional architectural elements on the rear elevation of the proposed building to create more depth and breakup the long flat wall.

Are any rooftop amenities proposed for the residential apartments?