Lee's Summit

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the City if groundbreaking will take place prior to the issuance of a site development 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.

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 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.

Misc.

For informational purposes, the following items were not shown/resolved on the PDP and should be corrected on the FDP. C3.0 UTILITY PLAN: 1. there are two proposed waterlines shown, one of which dead ends north of the southern entrance. Please review and resolve in the FDP. 2. the fire hydrant shown between the entrances isnt connected to a water line. Please review and resolve in the FDP.

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 #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the City if groundbreaking will take place prior to the issuance of a site development 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.

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 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.

Misc.

For informational purposes, the following items were not shown/resolved on the PDP and should be corrected on the FDP. C3.0 UTILITY PLAN: 1. there are two proposed waterlines shown, one of which dead ends north of the southern entrance. Please review and resolve in the FDP. 2. the fire hydrant shown between the entrances isnt connected to a water line. Please review and resolve in the FDP.

ARCHITECTURAL PLANS. Metal is not an approved material allowed by right in non-industrial applications. The use of metal as a primary exterior material requires City Council approval. Quantify the percentage that the proposed metal panel cladding makes up of the respective east, west and south building elevations. Provide manufacturer specifications of the proposed metal system for review.

MECHANICAL SCREENING. The RTUs are shown to be screened using a "prefinished metal panel" screen wall. Clarify what "prefinished" means in this case. Is this a stucco-type finish; a flat, painted architectural metal panel; or something else? Provide manufacturer specifications of the proposed screening system for review.

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 shall be located within 100' of a fire hydrant. Show the location of the FDC.

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- Fire access lanes shall be capable of supporting 75,000-pounds. Only medium-duty is called out.

Sheet C1.0 - Throat length of each driveway shall be 50'. Please provide dimensions.

Sheet L1.0 - Please show sight triangles and confirm no issues are present.

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 shall be located within 100' of a fire hydrant. Show the location of the FDC.

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- Fire access lanes shall be capable of supporting 75,000-pounds. Only medium-duty is called out.

ARCHITECTURAL PLANS. No building elevations were submitted for review. Elevations are required to be submitted as part of a preliminary development plan application.

PROPERTY LINE INFORMATION. Label all of the proposed property lines with their respective dimensions and directional bearings.

SETBACK LINES. Label the 20' Building Lines shown along both street frontages.

SITE DATA TABLE. For clarity, label the 11.5% figure provided on the building area line item as representing FAR (i.e. [11.5% - FAR]).

UTILITIES. - Show the current location of the existing water line and sanitary sewer line that run diagonally through the site. Note that they are proposed to be relocated. - Show the existing utilty easement that contain the existing water line and sanitary sewer line referenced about. Note that the easement is to be vacated.

PARKING LOT DESIGN. - The proposed parking lot boundary is set back 5' from the site's proposed northern property line. The parking lot is required to be set back a minimum 6' from the northern propert line, so the property line will need to be shifted north 1'. - The site legend on Sheet C1.0 shows the use both asphalt pavement and Portland cement pavement. Provide a detail of the proposed pavement for staff to review for compliance of the pavement design with UDO Section 8.260.F.1. Alternatively, you can simply add a note to the preliminary development plan stating that pavement design shall comply with UDO Section 8.260.F.1. A detail can then later be provided at the final development plan stage for review.

PARKING LOT DRIVE AISLES. Similar to how the two driveway entrances into the site are shown with 24' of pavement (excluding curb and gutter), so should all internal parking lot drive aisles be designed with 24' of pavement width (excluding curb and gutter). The 24' dimensions labeled on the internall drive aisles go to back of curb, which is incorrect.

ADA PARKING SPACES. - The westernmost ADA parking space on the south side of the building has no adjacent striped loading/access aisle. - An ADA parking sign shall be posted at the head of each ADA parking space. Said sign shall be mounted 5' above finished grade, measured to the bottom of the sign. Show the required sign on the plans or add a note to the plans citing the information stated above.

MECHANICAL SCREENING. The plans show a mechanical yard off the building's NE corner. To comply with screening requirements, ground-mounted mechanical equipment shall be fully screened from view on all sides using masonry walls or evergreen landscaping of a height at least equal to the height of the units at the time of planting. Should the building have any roof-top units, the RTUs shall be fully screened from view using parapet walls of a height at least equal to the height of the units.

PHOTOMETRIC PLAN. No photometric plan or exterior light fixture cut sheets were provided for review. Provide a photometric and lighting fixture cut sheets that meet the requirements of UDO Section 8.220, 8.230, 8.250, 8.260, 8.270 and 8.280. Alternatively, you can add a note on the plans indicating that lighting shall be provided in compliance with Chapter 8 of the UDO. Detailed review of photometrics and other lighting information can then be deferred to the final development plan stage.

PLATTING. Assuming the 3.94-acre site is intended to be sold by the current property owner to a separate party, the site shall be platted prior to the sale/transfer of the property.

C1.0 Site Plan: a) ADA ramps will need to be installed at both entrances to Cumberland Drive. b) Call out existing sidewalk width. c) The plat does not indicate ROW width of Blue Parkway as 50’. The property line is shown as the ROW. Please review and revise if necessary. d) The northern drive entrance overlaps a curb inlet. Please review and revise to avoid interference.

C2.0 Grading Plan: a) The bottom of the detention basin appears to be mostly flat. Please ensure that water is able to get from inflow to outflow without causing standing water. b) 1% WSE cannot be within 20’ of a building, please review and revise the southern detention basin. c) Grading cannot take place within the stream buffer. Please review and revise.

C3.0 Utility Plan: a) Include proposed sizes for domestic and fire water lines and water meter. b) Provide details for detention outlet structures. c) Does the gas line dead end in the southwest corner? Please review and revise as necessary. d) New utility easements will need to be provided over the relocated water and sanitary sewer lines. e) Please show the existing water and sewer line locations. Consider a minor plat/existing conditions sheet.

L1.0 Landscape Plan: Move the tree out of the southern detention basin.