Lee's Summit

Miscellaneous Correction

Staff is in agreement with the traffic study provide. A TIA wlill be completed stating such.

Conditions of approval will be listed in the TIA.

Locate the Backflow Prevention Device as required in Design and Construction Manual Section 6901.H.3. This relocation will be required on the Final Development Plan submittal.

Several references to a 1-year storm event remain in the body of the Preliminary Storm Water Management Study, however all calculations have been revised to use the 2-year storm event. Revisions to reference the 2-year storm event throughout the body of the study will be required on the Final Storm Water Management Study, which will be submitted with the Final Development Plan submittal.

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 #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 #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.

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.

FDC

IFC 903.3.7 - Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required: The FDC is shown. It may go on the building if preferred.

Sheet C2: There are labels for easement and setback along the east property line that do not point to any lines. Please revise.

Provide a 10’ Utility Easement along the Colbern Road frontage.

If the existing ADA-accessible ramp at the east edge of the entrance does not meet current City of Lee’s Summit standards, it may require reconstruction.

Review the Landscaping plan to ensure only ornamental tree varieties are located within public easements and that all trees maintain required separation from water and storm sewer lines.

Sheet C6: • Locate the Backflow Prevention Device outside the utility easement. • Utility Keynote SS-1 is not shown in the Plan view. • Review Utility Keynotes W-2 & FP-2 in the Plan view to ensure they are pointing to the correct location. • Please note that the 100-year Water Surface Elevation will need to maintain a 20’ separation between both the building and the property line.

Sheet C7: Please revise the pavement details to meet the requirements of UDO Section 8.620.

Preliminary Stormwater Study: • Lee’s Summit does not require analysis of the 1 year storm event. Please revise the study to include the 2 year event rather than the 1 year event. • Will the off-site property to the west be included in the detention basin routing, or will it be passed through without peak attenuation? Please clarify in the study. • Why is the detention basin located in the NW portion of the property rather than the SW portion, where the flow exits the property to enter the public storm sewer system? It would appear that the site layout overly complicates the stormwater routing. • The location of the orifice is unusual, and will require careful consideration of pipe elevations to ensure the 100-year event is contained within the detention basin and not exiting curb inlets in the parking lot. This detailed analysis will be required in the Final Stormwater Study. • Please review the Project Location and Description, Existing Conditions Analysis, and Proposed Conditions Analysis sections, there are many typos and sentences missing or duplicating words. • The “Outfall A” paragraph in the Proposed Conditions Analysis section is unclear. Please revise. • Label Outfall A” on the Stormwater Management Plan in Appendix A. • The detention hydrographs appear to be included in Appendix A in error, please remove. They are in Appendix D as shown in the Table of Contents.

Please provide a digital copy of the legal description in a Word format.

The UE that runs along the eastern property line of the existing RICE ACRES LOT 1 will need to be vacated.

Please label the width of the existing sidewalk that runs along NE Colbern Rd.

Please provide the Manufacturer’s specification sheets for all proposed wall mounted lighting. Please also provide details on the light poles and pole base being proposed.

Please provide a detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property.

Parking stalls are required to be 9’ wide x 19’ deep. 9’ wide x 17’ deep parking spaces shall be permitted when the parking space abuts a 6’ wide sidewalk or when abutting a curbed open green/landscaped space. Please update the plan to reflect this requirement.

Every four rows of parking shall include a landscape island of at least ten feet in width. Please update the plans to reflect this requirement.

Minimum drive aisle width (24’) shall not including curb and gutter. Please label the drive aisle width between the parking lot islands.

All signs must comply with the sign requirements as outlined in the sign section of the ordinance unless a specific modification is requested.

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.

FDC

IFC 903.3.7 - Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required: Show the location of the FDC.