Lee's Summit

The short (2" or less) curb around the building adjacent to the parking lot does not meet UDO requirements. Please revise to include a 6" vertical curb. Once that revision is shown, the rest of the design revisions can be reviewed. Please note that this will require regrading in order to match the curb and drain properly, and that regrading needs to be shown on the plan revision.

PARKING LOT CURBING. The proposed 2" lip serving as the parking lot boundary adjacent to the building does not meet City standard. The UDO requires the boundary of the subject parking lot to be composed of CG-1 curbing. See Standard Detail Sheet Gen-4 of the City's Design & Construction Manual for the standard detail for CG-1 curbing. CG-1 curbing has a minimum 6" tall curb face.

The short (2" or less) curb around the building adjacent to the parking lot does not meet UDO requirements. Please revise to include a 6" vertical curb. Once that revision is shown, the rest of the design revisions can be reviewed. Please note that this will require regrading in order to match the curb and drain properly, and that regrading needs to be shown on the plan revision.

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. $36,434.47

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.

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. $36,434.47

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.

MINOR PLAT. A minor plat application to combine Lots 2 and 3 for the subject development, as well as to dedicate a private easement for the skating rink's relocated sanitary sewer line, has yet to be submitted. The minor plat application shall be submitted, approved and plat recorded prior to the issuance of a building permit.

ROOF-TOP UNITS (RTUs). Staff is in receipt of Sheets A3 and A4 that model the placement and visibility of the proposed RTUs. Staff accepts the drawings indicating that the RTUs will not be visible from the right-of-way as satisfying the screening requirements of the UDO. However, staff will conduct a post-construction inspection of the building and site at the time building occupancy is requested. Inspection of the RTUs' visibility will take place at that time. Should the RTUs be found to be visible, staff will require that measures be taken to provide the necessary screening to comply with the screening requirements of the UDO prior to the issuance of a final Certificate of Occupancy.

Estimate: • Review quantities for Items 8-12. Verify or revise. • Does the lump sum included for the Storm Tech Detention System include both underground units? • Add items for backflow vault, Baffle Box (4x6), and connections to existing storm, sanitary, and water to the estimate.

Storm Water Drainage Report: • Revise #4, Drainage Assessment of the Project Site. The storage facility is no longer planned on the adjacent property. • Revise the project name on Pages 2 & 3 of the Soils Report and on the Drainage Diagram.

MINOR PLAT. A minor plat application to combine Lots 2 and 3 for the subject development, as well as to dedicate a private easement for the skating rink's relocated sanitary sewer line, has yet to be submitted. The minor plat application shall be submitted, approved and plat recorded prior to the issuance of a building permit.

ROOF-TOP UNITS (RTUs). Staff is in receipt of Sheets A3 and A4 that model the placement and visibility of the proposed RTUs. Staff accepts the drawings indicating that the RTUs will not be visible from the right-of-way as satisfying the screening requirements of the UDO. However, staff will conduct a post-construction inspection of the building and site at the time building occupancy is requested. Inspection of the RTUs' visibility will take place at that time. Should the RTUs be found to be visible, staff will require that measures be taken to provide the necessary screening to comply with the screening requirements of the UDO prior to the issuance of a final Certificate of Occupancy.

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.

- Coordinate water service line size. (different sizes from 1" to 2-1/2" between civil utility plan, civil utility plan general notes, ME site plan, underslab plumbing plan) 10/3/19 - not addressed. - Civil utility plan - 2" water meter - Civil utility plan general notes - 1" water service piping - ME-201 - 2" piping - P-201 - 2-1/2" piping Clarify.

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Sidewalk west along the SE Oldham Parkway frontage west of SE Oldham Court shall be constructed at this time. Include construction of the sidewalk and ADA-accessible ramp, with site-specific design) in the plan set. • The adjacent project as shown in the plan set and referenced in the Storm Water Drainage Report is not moving forward. Revise the plan set, report, and storm sewer calculations accordingly. • Please note that a complete review of stormwater design will be done when the adjacent property is shown as it currently exists. • The plans do not include any sort of provision for the access to the Skate Rink being kept open, other than perhaps the location of the construction entrance being placed in an unusual location. Please include this access in the plan set and coordinate with the adjacent property owner to perform the work.

Sheet 3: • Revise the Streets note to reflect the sidewalk revision. • One type of pavement is shown for the whole site, other than trash enclosure pad. For only one type to be used, it would have to meet the heavy duty pavement requirement of 1.5” surface and 5” base (for asphalt). The pavement detail does not meet this requirement. Please revise accordingly.

Sheet 6: • The east detention shown on this sheet does not match the ADS Design included. Please revise to match. • The Structure 1A flowline information appears to have the N & W pipes shown as outflow rather than inflow. Please revise.

Sheet 9: Locate the construction entrance to facilitate all construction traffic having to cross it to exit but allow the adjacent property to avoid it through their use.

Sheet 10: Replace the curb & gutter detail with the City’s standard detail.

Revise the Storm Water Drainage Report Design Calculations and Exhibits to show the correct project name.

MINOR PLAT. A minor plat application to combine Lots 2 and 3 for the subject development, as well as to dedicate a private easement for the skating rink's relocated sanitary sewer line, has yet to be submitted. The minor plat application shall be submitted, approved and plat recorded prior to the issuance of a building permit.

SIDEWALKS. A 5' sidewalk shall be constructed along SE Oldham Pkwy west of the driveway. Payment in lieu of construction shall be made for the required sidewalk east of the driveway.

ADA PARKING SIGN. - Revise General Note #8 on Sheet 3 to indicate that the sign will be mounted a minimum 60" above grade, measured to the bottom of the sign. - Revise the detail on Sheet 10 to reflect the comment above.

LANDSCAPE PLAN. The proposed trees are shown as 2" caliper. To meet the minimum requirements of the City's UDO, the proposed trees shall be revised to a minimum 3" caliper at the time of planting.

ROOF-TOP UNITS (RTUs). The UDO requires that all RTUs be fully screened from view on all sides through the use of parapet walls at least equal to the height of the units being screened. The south and east elevations show that the RTUs are partially visible on those two sides of the building. The parapet walls shall be extended so as to fully screen the RTUs in accordance with City ordinance.

- Specify size of water meter. - Coordinate water service line size. (different sizes from 1" to 2-1/2" between civil utility plan, civil utility plan general notes, ME site plan, underslab plumbing plan)

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.