Lee's Summit

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

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $11,041.78

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.

Misc.

Standpipes are required for this project.

Please reconcile the building permit plan sheets for the mechanical/architectural as it relates to the roof top units and have those match the architectural drawings as submitted in the final development plan. Also, as part of the preliminary development plan approval there was a requirement that: "the RTU screening material (those views not screened by parapet), shall be of the same color, material as the proposed stucco finished wall panels".

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.

Misc.

Standpipes are required for this project.

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

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $11,041.78

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.

Elevations were not received on the first submittal or the second submittal. Additional comments will be forthcoming once the submittal is received.

Refer to comments #2, #3, #7, #12 from original staff comment letter, these relate to the elevations.

Revise the accessible sign detail to require the minimum distance from the bottom of the sign at a minimum of 60 inches above the floor of the parking space, measured to the bottom of the sign.

The UDO requires trash enclosure areas shall be improved with a Portland cement concrete pad and a Portland cement concrete approach 30 feet in length, measured from the enclosure opening. The pad and approach shall be improved with a minimum six inches of full depth unreinforced Portland cement concrete constructed on a sub-grade of four inches of granular base course. Please revise site plan to indicate this.

In the landscape schedule it seems the red maple label is still showing up, please remove for clarity.

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

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $11,041.78

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 lanes shall all be heavy duty pavement.

Misc.

Standpipes are required for this project.

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Include Fire Hydrant and Flared End Section standard details.

Sheet 3: • Revise Note 10, the lot is within the floodplain (as shown in Plan view). • Remove reference to KCAPWA in Note 12, the City’s details are requirements govern. • Revise the anticipated completion date in the Site Information section. • Clearly indicate regular and heavy duty pavement areas in Plan view. • Revise the “Pavement Section” for clarity. Include separate details for asphalt and concrete sections.

Sheet 6: Delineate drainage area boundaries.

Sheet 8: • Sanitary sewer service line connection to main shall be by cut-in wye. Please include requirement in connection label. • The water meter is not located as required in Section 6901.L.1.a in the City’s Design and Construction Manual. • Water service connection to the main shall be by corporation stop, not tee. Please revise.

Elevations were not received for the proposed building. Additional comments will be forthcoming once the submittal is received.

The pilaster located on the northeast corner of the building shall incorporate more architectural detail, adding depth and interest as it wraps around towards the interior of the building. (Ordinance condition)

The glass windows on the second and third stories shall be opaque. Please confirm this will be the case. (Ordinance condition)

The shared private driveway shall be designated as a fire lane in accordance with City Ordinances. (Ordinance condition)

Sign permits shall be obtained prior to installation of any signs throughout the Development Services Department.

Are any existing parking lot pole lighting anticipated to e relocated to this site? If so, the parking lot pole lighting shall meet the requirements of the UDO.

Please indicate on the elevations the location of the RTU's.

On Sheet 3 revise the note stating the anticipated completion date.

Clearly indicate the heavy duty pavement sections and the regular pavement sections. The parking space area is the only area that doesn't require heavy duty pavement. Revise the pavement details to comply with UDO standards.

In the landscape worksheet revise the 14 Austrian Pines to dogwood as labeled on the site plan.

Include in the landscape worksheet the high impact buffer quantity requirements (along the east side of the property) and what is provided. The labeling for this area doesn't match what is being "called out" as provided. Proposed tree species will need to be revised, ornamental's and skyrocket junipers should replace the maple and Austrian pine species. Revise the Landscape note that refers to Article 14 of the UDO, replace it with Article 8.

The mounting height of the wall pak lighting is limited to a total height of 15' within the perimeter area adjacent to the residential district. The distance of the perimeter area is measured 100-feet from the adjoined district. All remaining fixtures are required to be at a 20' maximum mounting height to meet UDO restrictions.

Provide the full wall-pak lighting specification sheet. Please include the maximum wattage proposed for each fixture. Is 58 Lum. Watts the total maximum wattage proposed?

Revise note number 10 on Sheet 3.

Domestic water tap and meter is not designed per published standards. Actions required: - Specify corp tap in lieu of cut-in tee - Specify copper piping from main to meter and an additional 10' towards building.

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 lanes shall all be heavy duty pavement.

Misc.

Standpipes are required for this project.