Lee's Summit

Hydrants

Indicate where the fire hydrant along the east side of the parking lot is being relocated to. Preference would be to have it west of its current location on the west side of the parking lot near the crosswalk. The hydrant in the parking lot serves as required protection for the building and will be part of this project. Submit plans showing relocation of the hydrant.

Miscellaneous Correction

Light pole base detail is incomplete. Provide fully engineered base detail. 5/21/24 - deferred per request.

Hydrants

Indicate where the fire hydrant along the east side of the parking lot is being relocated to. Preference would be to have it west of its current location on the west side of the parking lot near the crosswalk. The hydrant in the parking lot serves as required protection for the building and will be part of this project. Submit plans showing relocation of the hydrant.

Miscellaneous Correction

Light pole base detail is incomplete. Provide fully engineered base detail. 5/21/24 - deferred per request.

DE Engineers Estimate

Phase 2 Plans Sheet C100: A 30 foot wide drainage easement is proposed but is not warranted since this will be a private storm line. Please remove the easement from the plans.

DE Contact Field Eng. Inspector

Phase 2 Plans: Where are the plan and profile views of the new storm line the connect the curb inlet on the realigned roadway to the existing storm structure near the existing parking lot? This should be shown as a private storm line, and the hydraulic grade line for the design storm shown on the profile view.

Hydrants

Indicate where the fire hydrant along the east side of the parking lot is being relocated to. Preference would be to have it west of its current location on the west side of the parking lot near the crosswalk. The hydrant in the parking lot serves as required protection for the building and will be part of this project. Submit plans showing relocation of the hydrant.

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. Drive lanes shall capable of supporting 75,000-pounds.

Phase 2 Plans Sheet C100: A 30 foot wide drainage easement is proposed but is not warranted since this will be a private storm line. Please remove the easement from the plans.

Phase 2 Plans: Where are the plan and profile views of the new storm line the connect the curb inlet on the realigned roadway to the existing storm structure near the existing parking lot? This should be shown as a private storm line, and the hydraulic grade line for the design storm shown on the profile view.

DE Engineers Estimate

Phase 1 Conditions of Approval: The Engineer’s Estimate of Probable Construction Costs has been accepted for Phase 1 of this project, and the Engineering Plan Review and Inspection Fee (which is calculated as 3% of the total infrastructure cost have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $18,403.79

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 schedule a project coordination meeting with the assigned Field Engineering Inspector.

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.

Please be aware that Phase 2 of the Final Development Plan may be subject to additional comments if the Blue Pkwy. roadway alignment changes during design, or other factors.

Miscellaneous Correction

Light pole base detail is incomplete. Provide fully engineered base detail. 5/21/24 - deferred per request.

Phase 1 should be a separate application from Phase 2. As such, these comments are related only to Phase 1 of the plans.

ADA-accessible parking spaces shall be notated with slope callouts and dimensions to determine whether they comply with City standards. Elevation callouts are not sufficient. Please add elevation callouts for the ADA-accessible parking spaces.

KCMMB asphaltic concrete mix is now a requirement for all parkiing lots in the City of Lee's Summit. This requirement was initiated in October of 2023. Please revise the section views with notes which specify KCMMB asphaltic concrete mix to be used for all parking lots.

Sheet C610: The "Temporary Headwall and Concrete Infill Detail" is missing a section view. Please provide a section view to better visualize this proposed feature.

Provide the design HGL within the proposed stormwater lines greater than 10 inches in graphic format. Please label the HGL with the design storm. If the pipe cannot manage the 100 year event without surcharging, a suitable overflow route shall be established. Please revise as appropriate.

A SWPPP is required due to the disturbed area being greater than 1 acre. Please provide a SWPPP for the project.

Please see standard City detail for trenching and backfill detail. The trenching and backfill detail included within the plans does not meet City standards. Recommend placing the City standard detail within the plan set.

Missing Landscape Plan: Please ensure any trees are greater than 5 feet from any City-owned utilties, and in particular, the City water main. This shall be measured from the mature tree trunk to the outside of the City utility line or structure.

Miscellaneous Correction

Light pole base detail is incomplete. Provide fully engineered base detail.

Hydrants

Indicate where the fire hydrant along the east side of the parking lot is being relocated to. Preference would be to have it west of its current location on the west side of the parking lot near the crosswalk.

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. Drive lanes shall capable of supporting 75,000-pounds.

SITE DATA TABLE--PARKING. - The minimum number of required parking spaces for a school is based on the number of classrooms. For a high school, the minimum number of parking spaces is calculated at a rate of 6 spaces per classroom. List the number of classrooms in the site data table in order to document compliance with the minimum parking requirement. Add this information to both the Phase I and Phase II plans. - On the Phase II plans, the number of existing parking spaces (upon completion of Phase I) is listed as 1154. This number is incorrect based on the Phase I plans indicating that there will be 1116 spaces upon completion of that phase. Revise.

OIL AND GAS WELLS. Add a note to both the Phase I and Phase II plans regarding the presence of any active, inactive or capped oil and gas wells on the subject property. Cite the source of information used to make the determination. The Missouri Department of Natural Resources maintains a well database that can be used and cited to make said determination.

LANDSCAPING--STREET FRONTAGE. The proposed Phase I and Phase II parking lot improvements shall be subject to the street frontage tree requirement and parking lot screening requirement due to the SW Blue Pkwy relocation. Street frontage trees shall be provided at a rate of 1 tree for every 30' of street frontage. Parking lot screening to a height of 2.5' shall be provided along the Phase I and Phase II parking lot frontage at a rate of 12 shrubs per 40 linear feet of street frontage. Said screening shall be composed of evergreen landscaping. UDO Section 8.820 provides other screening alternatives involving the use of berms, walls or combinattion of landscaping, berms and walls.

TRASH ENCLOSURE. The Phase I plan calls for the inclusion of a trash/recycle bin. All exterior trash storage and recycling containers shall be fully screened from view according to UDO Section 8.180.G, which includes the design of the required enclosure. Provide a detail of the proposed enclosure that meets the design requirement.