Lee's Summit

All light fixtures on properties that do not adjoin residential uses and/or districts shall not exceed 28 feet.

All landscaping used as screening for ground mounted equipment must be at a minimum the same height as the equipment being screened at the time it is planted.

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 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. $11,924.41

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 2012 International Fire Code.

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. Dumpster enclosure not shown.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Knox padlock required on gate.

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 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. $11,924.41

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.

2012 IPC 708.3.5 Building drain and building sewer junction. There shall be a cleanout near the junction of the building drain and the building sewer. The cleanout shall be either inside or outside the building wall and shall be brought up to the finished ground level or to the basement floor level. (see code for additional information) Action required: Provide cleanout at point where sewer leaves building. 9/28/18 - not addressed in submittal. Deferred to building permit submittal.

Per comment 7 from the applicant’s letter dated August 16, 2018 and comment 3 from the applicant’s letter dated October 2, 2018, please provide the manufacturer’s specification sheets for all 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. Please ensure details are submitted for the proposed to include details on the base and pole height.

Per comment 10 from the applicant’s letter dated August 16, 2018 and comment 4 from the applicant’s letter dated October 2, 2018, where will the mechanical equipment be located? If it will be roof top mounted please show the location, size and materials to be used in all screening of rooftop mechanical equipment. A dashed line indicating the roof line and rooftop mechanical equipment will be required as well. If it is ground mounted please provide the screening details.

Please provide a new photometric plan sheet. The one most recently submitted has the lines so grayed out it is unreadable.

Please ensure a digital copy of all plans is submitted as one was not submitted with the most recent resubmittal.

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.

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. Dumpster enclosure not shown.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Knox padlock required on gate.

The parking stalls adjacent to the building are labeled as being 17’ deep. As the adjacent side walk is less the 6’ these stalls must be 19’ deep. Additionally. The parking stalls adjacent to SE Broadway Dr. appear to be labeled as 17’ to the back of the curb. All measurements shall be labeled to the face of the curb. Please update the plans to meet the minimum UDO requirements.

Thank you for submitting the lighting plan as requested. Per the plan submitted the northern parking stalls show a foot candle level of 0.0. Please add additional parking lot lighting that illuminates all parking stalls as required by the UDO.

Per comment 7 from the applicant’s letter dated August 16, 2018, please provide the manufacturer’s specification sheets for all 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. If you will be proposing pole mounted lights please ensure details are provided.

Per comment 7 from the applicant’s letter dated August 16, 2018, where will the mechanical equipment be located? If it will be roof top mounted please show the location, size and materials to be used in all screening of rooftop mechanical equipment. A dashed line indicating the roof line and rooftop mechanical equipment will be required as well.

Thank you for the additional information regarding the gravel area and the fence surrounding it. Please explain what the use of this area will be. As explained in the previous Applicant’s Letter any proposed outdoor storage area shall be screened in accordance with UDO section 8.140.C. If this area is intended for the outside storage of materials, it must be screened by means of a solid, sight-obscuring fence, not less than six (6) feet in height. A living screen may be substituted for the fence providing said screen shall provide a solid screen at planting. Please provide a standard detail for the proposed fence.

By my calculations the proposed project is required to provide 13 standard parking stalls and 1 van accessible ADA stall. The proposed plan shows you are providing the correct number of required parking stalls however the required parking note on sheet c.001 incorrectly stated 15 stalls are required. Please update the plans to reflect the correct (14) number of required stalls.

Sheet C.001: The building lines and easements labels have been added, but the lines are now so scaled back that they are barely visible. Please revise the line weight for clarity.

Sheets C.051-C.052: Include inlet protection for the existing curb inlet near the south property line.

Sheet C.100: Remove commercial entrance and curb & gutter details from this sheet, the City’s standard details have been added to the plan set.

Sheet C.200: The plans show existing buildings and parking lot on the adjacent lot to the south. Nothing has been built there, please remove.

Sheet C.400: Include the size of the sanitary sewer service line and existing stub.

Estimate: • The quantity shown for Geogrid and Base don’t seem to match up with the quantity for Asphalt Paving. Please verify and revise as needed. • The quantities shown for 12” and 15: HDPE don’t match what is shown in the plans. Please verify and revise as needed. • Please revise the Inlet Protection quantity based on above comments.

2012 IPC 708.3.5 Building drain and building sewer junction. There shall be a cleanout near the junction of the building drain and the building sewer. The cleanout shall be either inside or outside the building wall and shall be brought up to the finished ground level or to the basement floor level. (see code for additional information) Action required: Provide cleanout at point where sewer leaves building. 9/28/18 - not addressed in submittal. Deferred to building permit submittal.

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.

Fire Lane Required

IFC 503.1.1 - Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exception: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where: 1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Action required: The building is no longer being provided with an automatic fire sprinkler system. Provide approved fire lanes that meet the required width and are able to carry the imposed weight of a fire truck to meet the requirements of this section.

Fire Lanes

IFC 503.2.1 - Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm)

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.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Action required: A know lock will be required on the gate

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. Action required: Will a dumpster enclosure be provided?

P708.3.2 Building sewers

2012 IPC 708.3.5 Building drain and building sewer junction. There shall be a cleanout near the junction of the building drain and the building sewer. The cleanout shall be either inside or outside the building wall and shall be brought up to the finished ground level or to the basement floor level. (see code for additional information) Action required: Provide cleanout at point where sewer leaves building.

Please label the width of the sidewalk between the parking stalls and proposed building.

Please label the location and width of all proposed easements.

Please label the required parking lot and building setback lines with dimensions.

Please label the width of the proposed curb cut/driveway.

Sheet C.100 shows details for a retaining wall but none seem to be proposed on the plans. Please check this and update the sheets accordingly.

All parking lots that contain 11 or more stall shall provide lighting. Please provide the location, height, intensity and type of outside lighting fixtures for buildings and parking lots. See UDO section 7.250 for requirements. Please also submit 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. If you will be proposing pole mounted lights please ensure details are provided.

Are any freestanding signs being proposed? If so please provide the details.

Sheet A200 only shows 3 out of the 4 elevations of the proposed building. Additionally, the “side elevation” is missing labels indicating what materials are being proposed. Please submit elevations that are accurately labeled with the proposed colors/material to be used and accurately depict all elevations of the proposed building.

Where will the mechanical equipment be located? If it will be roof top mounted please show the location, size and materials to be used in all screening of rooftop mechanical equipment. A dashed line indicating the roof line and rooftop mechanical equipment will be required as well.

Please add the number of required and proposed parking spaces to the land use table on sheet C.001. Please include information on the breakdown used to calculate the required parking, i.e. Sq. ft. of office vs. sq. ft. of warehouse.

Is a trash dumpster being proposed to server this property? If so please provide a detailed drawing of the enclosure and screening methods to be used in connection with trash storage containers.

All parking stall shall be 9’ wide x 19’ deep. A stall may be 9’ wide x 17’ deep parking spaces the parking space abuts a 6’ wide sidewalk or when abutting a curbed open green/landscaped space. These measurements are measured to the face of the curb. Sheet C.101 appears to show the stalls as measured to the back of the curb. Please update the plans to comply with the UDO requirements.

Please provide information and details on what the gravel area on the north side of the building will be used for.

Sheet C.100 appears to show a fence is being proposed to enclose the gravel area on the north side of the building however no details are provided. Please submit information and details on what is being proposed. Any proposed outdoor storage area shall be screened in accordance with UDO section 8.140.C.

Industrial buildings shall incorporate 4 sided architecture. Horizontal and vertical elements shall extend completely around the building and utilize the same or similar materials on all building facades. Please update the proposed elevations to meet this UDO requirement.

The planting schedule on sheet C.100 has a note about phasing of the landscaping. Nothing on the plan seems to indicate that the project will be done in more than a single phase. Please update the plan to reflect consistent information.

Sheet C.001: • Label building lines and easements on this sheet and throughout the plan set. • Show and label the 40-hr extended detention basin on this sheet and throughout the plan set. • Show and label the Max WSE for the 40-hr extended detention basin throughout the plan set. • Revise the Oil – Gas Well note to reflect the correct source. The Impact Study referred to is by Edward Alton May, Jr., not Edward Alton. Please update this in your system, as this comment has been made many times on your plans. • Revise the Sanitary Sewer Service note, the existing sanitary is located on the south side of the property. • Revise the Storm Sewer note, 40-hr extended detention is included.

Sheet C.051-C.052: Include inlet protection for the existing inlets on the street.

Sheet C.100: • A retaining wall detail is included. Where is a retaining wall located on this project? • Include the City’s standard details for Commercial Drive and Curb & Gutter in the plan set.

Sheet C.200: • There is a 997 proposed contour just north of the basin that appears incorrect. Please revise on all applicable sheets. • Please extend the existing contours across the property line to the north to more clearly understand the existing conditions on all sheets showing contours. • Please extend the view to the south to more clearly see how the proposed contours tie back into existing contours.

Sheet C.300: • Revise this sheet to match any revisions to the Storm Water Drainage Study. • How will erosion be prevented at the roof drain outlet? Is the intent to have an end section at this location? • Show and label the overflow spillway, along with provided freeboard to top of embankment. Verify the design volume can pass over the spillway in case of a clogged outlet.

Sheet C.301: • Include note that “Doghouse Structures” are not allowed. • Add pipe information for the existing pipe downstream of JB 1-1 in the Profile view. • Include the design storm HGL in the Profile view. • Include storm sewer calculations.

Sheet C.400: Label the sanitary stub as “Existing.”

Sheet C.401: • Replace the APWA storm sewer details with the City’s standard details. • Add the backflow preventor vault standard detail to the plan set. • Add APWA Erosion and Sediment Control standard details to the plan set.

Storm Water Drainage Study: • Please proofread the body of the report prior to resubmission. Many of the sentences contain incorrect wording, making them difficult to read. • Detention is required for this lot unless a waiver is requested and approved. The report will need to provide calculations that you will then use to explain why a waiver should be granted. • A waiver must be requested and approved if any onsite drainage flows offsite undetained. DA 3 will require a waiver as designed. • The report contradicts itself on whether or not APWA 5600 requirements have been met. They are required to be met except where waivers are granted. • Please expand the narrative to clarify that 40-hr extended detention is being provided for the water quality storm event. Is this basin intended to serve any other purpose? If so, how does that impact the detention waiver request? • The minimum single outlet orifice size allowed is 4 inches. Please revise the 2 inch orifice accordingly. • Include calculation summaries in the narrative, as well as the maximum water surface elevation for the proposed basin. • Exhibits listed as included, drainage map and detention plan, have not been included. • Please differentiate more clearly throughout the report between detention for peak attenuation and 40-hr extended detention for the water quality event.

Submit the SWPPP and Engineer’s Estimate of Probable Construction Costs.

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.

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 on the building. If the FDC is located near the NW Corner of the building, the FDC will be within 100' of a public hydrant and the private hydrant can be eleminated.

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. A dumpster enclosure is not shown. Will there be one?

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. A Knox box will be required over the FDC.