Lee's Summit

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 of $5,263.75 (which is based on 3% of the total infrastructure cost) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit.

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 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 of $5,263.75 (which is based on 3% of the total infrastructure cost) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit.

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.

PARKING LOT SCREENING. The area where the existing driveway connection to NE Colbern Rd will be removed shall be taken back to grass. To comply with the City's parking lot screening requirements, screening to a height of 2.5' shall be provided along the length of the reclaimed area. The City's development ordinance provides different options by which the required screening can be provided under UDO Section 8.820.C. Any landscape material used to meet the screening requirements shall be of an evergreen variety in order to provide year-round screening. Provide a landscape material schedule listing the number, variety and size of the proposed landscape material(s). Staff acknowledges Olsson's response to the previously made comment above that MCPL is working with Olsson to address said comment under a forthcoming sheet submittal.

PARKING LOT SCREENING. The area where the existing driveway connection to NE Colbern Rd will be removed shall be taken back to grass. To comply with the City's parking lot screening requirements, screening to a height of 2.5' shall be provided along the length of the reclaimed area. The City's development ordinance provides different options by which the required screening can be provided under UDO Section 8.820.C. Any landscape material used to meet the screening requirements shall be of an evergreen variety in order to provide year-round screening. Provide a landscape material schedule listing the number, variety and size of the proposed landscape material(s).

Sheet C2.0: It appears that the asphalt pavement symbol in the Proposed Conditions Legend is missing shading. Please revise.

Sheet C4.0: The City no longer specifies APWA asphalt. Please revise the asphalt pavement section to require KCMMB asphalt.

Light on Colbern should be relocated onto the new island. Please show new location on the plan sheets.

The turn lane will require more than one Left Turn arrow.

Please add Keep Right signs on the end of each island nose.

The closures on Colbern need to be phased in order to prevent conflict.

Eastbound closure should be the entire inside lane to push traffic away from the construction crews.

SIDEWALKS. Label the widths of the existing and proposed sidewalks. Sidewalks shall be a minimum 5' in width.

CURBING. Clarify the type of curbing proposed to be used for the new landscape islands and the two new driveway entrances. The line work used on Sheet C2.0 doesn't match either of the CG-1 curb options under the Proposed Conditions Legend. Curbing shall be CG-1.

General: • Please submit an Engineer's Estimate of Probable Construction Costs. • Clearly show and label the existing sidewalk throughout the plan set. • Clearly show and label proposed sidewalk throughout the plan set.

Sheet C2.0: • Please revise the proposed west entrance to meet the current road configuration, not future. This entrance area will be reviewed with the resubmittal showing the revised entrance. • The light pole in the turn lane has an incorrect key note callout. Please revise.

Sheet C3.1: • Please include slope callouts on the ADA ramp details. • The plan shows the curb inlet being converted to a curb grade inlet. Is that intended to be a curb grate inlet? Regardless, include the appropriate details in the plan set for the conversion.

Sheet C4.0: • Is the Asphalt Pavement (Heavy Traffic) detail the section for the turn lane? Please clarify. • Please note that while the chemically stabilized subgrade is allowed, the City also allows geotextile in lieu of that subgrade. Comment for information.

Demo and removals states remove light coordinate with Evergy. This is a City light but the removal and/or relocation should be done by the contractor for this project.

You will need a traffic control plan for the Turn Lane construction.

Please add a signing and striping plan