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

Prior to the commencement of any construction activities, the Contractor shall contact Field Engineering Inspections at (816) 969-1200 to coordinate a preconstruction meeting / conference with the assigned Field Engineering Inspector.

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. $xxx.xx

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.

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

Prior to the commencement of any construction activities, the Contractor shall contact Field Engineering Inspections at (816) 969-1200 to coordinate a preconstruction meeting / conference with the assigned Field Engineering Inspector.

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. $xxx.xx

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.

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

Prior to the commencement of any construction activities, the Contractor shall contact Field Engineering Inspections at (816) 969-1200 to coordinate a preconstruction meeting / conference with the assigned Field Engineering Inspector.

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. $xxx.xx

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.

Previous traffic circulation management comments apply for future reference.

The proposed TWS LED (TWS LED P1 50K MVOLT PE DDB M4) wall pack is not allowable. Wall-mounted lights shall utilize full cut-off fixtures. Please propose a model the meets the UDO requirements.

Sheet C-6.1: • Please revise all rectangular structures in the Storm Structure Data Table to show length and width of these structures. • The HGL between Structures 3-4 is shown above the top of the pipe. This segment is not included in the Storm Water Management Report calculations. Please include. • Please include the storm sewer drainage calculations in the plan set.

Sheet C-7: Please show and label the irrigation meter size and location.

The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.

The ADA-Ramp design included is not adequate. The City requires a specific design for each ramp, which includes spot elevations for each corner of each ramp component as appropriate (landing, ramp, turning space), slopes and widths for each side of each ramp component. An example will be provided. Please note that detectable warnings are not required at the commercial entrance ramps.

Please revise the estimate: • Please revise to show each individual item, rather than lumping a group together (parking lot, SWPPP). For example, individual items for asphalt pavement, concrete pavement, aggregate base, stabilized subgrade, curb& gutter, etc. • Include bends and cleanouts on the estimate. • Include an item for FH, new and relocation as appropriate. • Is the fire protection structure in the estimate the backflow prevention device vault? Please clarify. • Delete grease control and traffic control items, they are not included in the fee calculation.

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.

The area for queuing between to the order menu and Douglas is fairly limited. If queuing impacts Douglas (or at times during high volume that results in drive-thru queuing on Douglas), site traffic management practices may be imposed by temporary driveway closure along Douglas to route drive thru activity utilizing the fullest extent of availabe private property (e.g. southwest property entrance in lieu of Douglas and queue along the south side parking lot) in the interest of public safety. Douglas, a public arterial, shall not be used as an extension of private property drive-thru lane.

Please submit an Engineer’s Estimate of Probable Construction Costs. UDO Section 3.410.D provides guidance.

• The ADA-accessible route must extend to the public sidewalk along the Douglas Road commercial entrance. • Additional ADA Ramp design information is required. The specific details of these features must include, at a minimum, the design details specified in Section 5304.8 of the Design and Construction Manual. Elevation call-outs, although required, are not sufficient. Other design details specified in this section are required, including slope call-outs which comply with the criteria listed in Table LS-5, and section views specified in 5304.8. I’m happy to provide examples if you’d like.

Sheet C-6.1: Include structure sizes.

Enclosed storm sewer systems will use the open channel, or gravity, flow design method for the appropriate design storm (LS Section 5603.1). Please revise to keep the design HGL within the pipe system.

Sheet C-7: • Specify water and sanitary connection information. Don’t just indicate it should ber local regulations or leave it unspecified. • Show the existing FHs. Verify they do not require relocation. • Show all pipe information (length, material, bends, etc.).

Include the City’s Curb and Gutter Standard Detail.

There are 3 unresolved comments from the Applicant’s Letter dated 1/12/2021; #3 - 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. #5 - Please provide the manufacturer’s specification sheets for proposed mechanical equipment to be used (roof top and/or ground). #16 - The elevations on sheets A2.1 & A2.2 seem to be labeled with the wrong direction. Please check this and update as needed.

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.

The area for queuing between to the order menu and Douglas is fairly limited. If queuing impacts Douglas (or at times during high volume that results in drive-thru queuing on Douglas), site traffic management practices may be imposed by temporary driveway closure along Douglas to route drive thru activity utilizing the fullest extent of availabe private property (e.g. southwest property entrance in lieu of Douglas and queue along the south side parking lot) in the interest of public safety. Douglas, a public arterial, shall not be used as an extension of private property drive-thru lane.

Please submit the following: • Engineer's Estimate of Probable Construction Costs. •SWPPP and a copy of the MDNR Land Disturbance Permit.

Substantial Completion Impacts: •The existing public sanitary sewer must be extended to the west property line. Substantial completion of this extension is required prior to substantial completion being given to this FDP. A separate set of engineering plans is required for this extension. •Please note that substantial completion of the associated right-turn lane on Douglas is required prior to substantial completion being given to this FDP.

General: •The existing private water line must be extended to the west property line as a part of this project. Please add this to the plans accordingly. •Show location of all oil/gas wells, or indicate none are present, and cite the source. •Please add a note stating: “The contractor shall notify the City of Lee’s Summit Development Engineering Inspection at (816) 969-1200 at least 48 hours prior to the commencement of any construction.” • Please add a note stating that "...all construction shall follow the City of Lee's Summit Design and Construction Manual as adopted by Ordinance 5813. Where discrepancies exist between these plans and the Design and Construction Manual, the Design and Construction Manual shall prevail.” • Please revise plans to indicate Lee’s Summit standard details and design requirements are to be used, rather than MoDOT.

Site Comments: • Trash enclosures are required to have a minimum of 30’ concrete pavement. Please revise. • Please include curb & gutter across all future drives to the adjacent lot. A temporary asphalt curb may be used in this case. If this option is used, please add a construction detail for the temporary curb. • Please show the ADA-accessible route on the plans. • All ADA-accessible ramps and ADA-accessible ways must have a specific detail associated with them. Please show the locations of these features, and provide a call-out on the plan view with a specific reference to the sheet number and detail number. • Please note that 2.00% cross slope and 8.33% running slope shown are the maximum slopes allowed by ADA, and do not include a construction tolerance. Slopes that exceed the maximum in the field will not be accepted. This is an informational comment.

Utilities: • Please include connection information for both sanitary and water proposed lines to existing lines. Please note that a sanitary sewer service line must connect to the existing sanitary main with a cut-in wye and not by direct connection to the MH. • Please verify if there is an existing sanitary stub provided within this lot boundary. Record drawings submitted suggest that there may be one, depending on where the new lot line falls. Please coordinate to show this information on the plans. • Please justify the need for a 6” sanitary sewer stub. It doesn’t appear necessary in this instance. • Please label the size of each water meter. • A backflow vault is not required on the domestic line. Please delete. • Please include type of valves proposed on the water lines.

Please include a phased erosion and sediment control plan for pre, during, and post construction phases. Include installation and removal requirements/phases for each BMP.

The pavement sections shown do not meet the requirements shown in Section 8.620 of the Unified Development Ordinance. Revise details to City requirements, not MoDOT. Please note that the UDO and Design and Construction Manual requirements govern over any shown in the referenced geotechnical report.

The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.

Include all relevant City standard details as well as APWA standard erosion and sediment control standard details.

The methodology of the stormwater design, as detailed in the submitted Storm Drainage Calculation Report, does not meet City requirements of the Comprehensive Method for the analysis and design rather than pre vs post. Please revise the report accordingly. A Stormwater Report Requirements document is available on the City’s website.

Storm Sewer: • Show and label the design HGL, pipe material, and pipe slope in the storm sewer Profile views. • Please separate storm sewer plan & pro information onto a separate plan sheet. • A complete review of the storm sewer and detention basin plan or design will be done after the stormwater study has been revised. • Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” • Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.

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 show the location of all oil and/or gas wells within the subject property. If none are present, please add a note stating such and cite the source of your information.

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 show the location, size, and type of material to be used in all screening. .

Please provide the manufacturer’s specification sheets for proposed mechanical equipment to be used (roof top and/or ground).

On the elevation sheets (A2.1 & A2.2) please show a dashed line indicating the roof line and rooftop mechanical equipment.

In the Site Data table please show the total floor area and the Floor Area Ratio (FAR).

Parking lots shall be set back a minimum 6 feet from the side or rear property line when not part of shared parking and/or cross access. Please label the parking lot setback from the south and west property lines.

All vehicle parking lot areas and access drives in all zoning districts shall have a boundary of straight-back curbing (CG-1). Detail C and F on sheet C-9 do not depict the correct CG-1 curbing type. Please update the plan sheets to meet this requirement.

Temporary asphalt curbs may be used in areas to be expanded (along the west property line) only as shown and approved on the development plan.

All signs must comply with the sign requirements as outlined in the sign section of the UDO and shall be reviewed under a separate application.

As propose you do not meet the minimum requirement for parking stalls. If you are requesting approval of an Alternate Parking Plan, please submit a parking demand study or other data that establishes the number of spaces required for the specific use. The study or data may reflect parking for the same use existing at a similar location or for similar uses at other locations. Published studies may be utilized to support alternative parking requests. Please be aware that requests for a reduction of ADA parking stalls that do not meet the minimum ADA standards will not be approved.

The proposed 7’ minimum to the bottom of the ADA parking sign seems high. Staff typically see a minimum height of 5’. Is the proposed 7’ correct?

I have concerns that the proposed location of the southernmost ADA parking sign will reduce the accessible route to below the minimum ADA standard. Please check this and update if needed.

Metal may be used only in an incidental role i.e., trim, architectural features, standing seam metal roofing. Please provide the total percentage of metal panel being proposed for each façade.

The elevations on sheets A2.1 & A2.2 seem to be labeled with the wrong direction. Please check this and update as needed.

The area for queuing between to the order menu and Douglas is fairly limited. If queuing impacts Douglas (or at times during high volume that results in drive-thru queuing on Douglas), site traffic management practices may be imposed by temporary driveway closure along Douglas to route drive thru activity utilizing the fullest extent of availabe private property (e.g. southwest property entrance in lieu of Douglas and queue along the south side parking lot) in the interest of public safety. Douglas, a public arterial, shall not be used as an extension of private property drive-thru lane.

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.

Provide pipe materials.

Specify meter sizes.