Lee's Summit

DE C&O #01 Eng Plans – FP/PP

All required engineering plans and studies, including water lines, sanitary sewers, storm drainage, streets and erosion and sediment control shall be submitted along with the final plat and approved prior to the approval of the final plat. All public infrastructure must be substantially complete, prior to the issuance of any building permits.

DE C&O #03 Eng & Insp Fees

All Engineering Plan Review and Inspection Fees shall be paid prior to approval of the associated engineering plans and prior to the issuance of any site development permits or the start of construction (excluding land disturbance permit).

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the City if groundbreaking will take place prior to the issuance of a site development permit, building permit, or prior to the approval of the Final Development Plan / Engineering Plans.

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 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 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. $44,539.01

The submitted estimate will not satisfy the requirements of the Unified Development Ordinance (Section 3.415) for the required documentation to calculate the Engineering Plan Review and Inspection Fee. This must be an itemized list of unit prices and quantities that includes all materials, labor, equipment and incidental work necessary to complete the entire project. Please resubmit an appropriate signed and sealed estimate. Please visit the estimate for completeness, as it appears that the concrete pavement, asphalt pavement, and the drainage conveyance system seem to be incomplete. The asphalt material and required stabilization should be clearly accounted for and labeled within the estimate.

Revisit the typical pavement sections and be sure that they are in accordance with the Unified Development Ordinance of the City of Lee’s Summit (UDO) Section 8.620 - Parking Lot Design: Table 8-5. The asphalt thickness for the standard duty pavement must be a minimum of 5.5 inches total thickness. Specific subgrade stabilization must be shown on the plans. Please revise the shared parking area to utilize concrete pavement to be consistent.

Please add all City Standard Details that apply to this project, including but not limited to, curb inlets and pipe bedding.

Label the slope and cross-slope for the proposed public sidewalk facilities along Chipman Rd. Provide an ADA compliant level turning space where there is a change in direction from the proposed connection to the building and the public sidewalk facility. See City Standard sidewalk details that only allow 1.5% maximum cross-slope to be shown on the plans and revise the plans accordingly. Show the slope and cross-slope for the existing public sidewalk where the turning space occurs for the proposed path to the building. Show the proposed slope and cross-slope for the turning spaces from the ADA parking to the building and this value should not exceed 1.5%.

Show and label the existing sidewalk and curb ramps along Ward Rd. along the limits of Lot 10D. Please inventory the existing sidewalk facilities along Ward Rd. from this project’s proposed sidewalk connection through the northern limits of the work associated with this project. Provide in the plans the ADA compliant replacement of these areas of insufficiency. The upcoming project to the north of this project will then replace the deficient sidewalk areas north within their project limits. Clearly show the existing sidewalk with an end point to delineate the areas that this project has addressed to differentiate from where the next project continues. Please visit the site and notice the broken concrete close to where the proposed sidewalk along Chipman Rd. meets the existing sidewalk along Ward Rd. (between the two curb ramps). Based on a staff field visit, there may only be one panel that requires replacement at this time, but there will be a condition of approval stating the following. “Please note that all existing sidewalks/curb ramps shown within these plans, regardless if repair areas are specifically shown or not, must be repaired prior to any form of occupancy, regardless if the deficiencies were existing conditions or as a result of construction activities.”

The submitted estimate will not satisfy the requirements of the Unified Development Ordinance (Section 3.415) for the required documentation to calculate the Engineering Plan Review and Inspection Fee. This must be an itemized list of unit prices and quantities that includes all materials, labor, equipment and incidental work necessary to complete the entire project. Please resubmit an appropriate signed and sealed estimate.

Revise the pavement for all shared access drives and shared parking to utilize heavy duty asphalt or concrete to be consistent with the rest of the development. Remove reference of a separate geotechnical report in the pavement sections and provide the subgrade stabilization method in these plans.

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 City Standard Detail does not depict this requirement and must be added to the pavement section or the curb detail.

Provide storm profiles including secondary storm lines. Minimum storm pipe size is 6 inches. Verify that all structures are in accordance with APWA Section 5604.5 - Inverts and Pipes.

Label the size of the existing water main where private connection is proposed.

Label the slope and cross-slope for the proposed public sidewalk facilities along Chipman Rd. Provide an ADA compliant level turning space where there is a change in direction from the proposed connection to the building and the public sidewalk facility. See City Standard sidewalk details that only allow 1.5% maximum cross-slope to be shown on the plans and revise the plans accordingly.

Show and label the existing sidewalk and curb ramps along Ward Rd. The existing sidewalk along Ward Rd. has areas of broken concrete, cracking, and differential settlement between panels. Please inventory the existing sidewalk facilities along Ward Rd. from this project’s proposed sidewalk connection through the northern limits of the work associated with this project. Provide in the plans the ADA compliant replacement of these areas of insufficiency. The upcoming project to the north of this project will then replace the deficient sidewalk areas north within their project limits. Clearly show the existing sidewalk with an end point to delineate the areas that this project has addressed to differentiate from where the next project continues.

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.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Complete a Hazardous Materials Permit Application. Include a Inventory Statement by quanity and hazard classifications with SDS's. Additional fire protection may be required depending on type and quantity of product stored below grade. Provided for building permit review.

Dash in the locations of the roof-top mechanical units on the building elevations pn A-3.1 and A-3.2 to demonstrate that the proposed building parapet heights are at least equal to the height of the roof-top mechanical units in order to fully screen their view on all sides.

Miscellaneous Correction

Architectural plans are not part of this review. Action required: Comment is informational.

Please be aware of the improvements that were completed within the Summit Fair, Lot 10C Site Development Plans (Project Number - PL2024063) that were released for construction on 5/15/25. These now existing conditions must be shown in the plan set with the construction information for what will remain and what will be modified to become permanent.

Show and label all right-of-way and utility easement information with documentation on all plan sheets.

Private storm sewer must be built to public storm sewer standards and direct connection to the planned storm system must be utilized. Gravity flow should be used and no gravel overland connections will be allowed. Minimum storm pipe size is 6 inches. Provide storm sewer profiles.

Label size of existing City utilities for proposed private connection. Show the location of the public sanitary sewer manhole within this proposed development and label with the City numbering system (MH# 22-148).

Show the water meter located in the R/W or easement within 1 foot of the R/W or easement line, whichever is farthest from the roadway. (LS 6901 L. Water Meters). Soft type “K” copper service line (diameter in accordance with the City standard details) shall extend a minimum of 10 feet beyond the meter well (between the meter and the private customer).

Provide a complete plan for the ADA-accessible ramps and sidewalks. Ensure all elevation callouts, running slope callouts, and cross-slope points for construction of ADA-accessible ramps and sidewalk are identified. Include all ADA facilities for access to the building from the ADA parking and to the existing/proposed public sidewalk facilities.

Show in the pavement sections and add the following notes to the plans regarding paving per Section 2200 of the City Design and Construction Manual. Note that the minimum surface course thickness for KCMMB asphalt is 2 inches and the Unified Development Ordinance Section 8.620 – Parking Lot Design will still govern for overall thickness requirements. - All asphalt materials shall conform to the KCMMB ASPHALT MATERIAL SPECIFICATION, current edition. - All concrete materials for paving curb and gutter, sidewalks, paths, commercial driveways and other pavements in the right of way shall conform to the KCMMB specifications.

Remove references to a separate geotechnical report and add all necessary design information to the plans as the engineering inspection staff only utilizes the plans for inspection.

Add City Standard Details; including but not limited to; curbs, sidewalks, concrete jointing, utility connections, etc.

Add a note stating: “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."

Add a note stating: “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with a Field Engineering Inspector prior to any land disturbance work at (816) 969-1200.”

Add a note to the landscape plans that states that only ornamental trees and shrubs may be planted within any easement.

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

Show and label the existing sidewalk and curb ramps along Ward Rd. The existing sidewalk along Ward Rd. has areas of broken concrete, cracking, and differential settlement between panels. Please inventory the existing sidewalk facilities along Ward Rd. from your new sidewalk connection to the existing drive entrance to the proposed development. Provide in the plans the ADA compliant replacement of these areas of insufficiency.

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.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Complete a Hazardous Materials Permit Application. Include a Inventory Statement by quanity and hazard classifications with SDS's. Additional fire protection may be required depending on type and quantity of product stored below grade.

Signs will be reviewed under a separate application.

Trash enclosure areas must 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 of six inches of full depth unreinforced Portland cement concrete constructed on a sub-grade of four inches of granular base course.

Accessible parking spaces must have an adjacent aisle 5 feet wide, and one in every 8 accessible spaces (but no less than one) shall be adjacent to an aisle 8 feet wide and the space shall be clearly marked with a sign indicating that the space is “van accessible.” Since you have one accessible parking spot it must have an 8 feet wide adjacent aisle. The space next to the accessible parking space shows it to only be 7 feet wide. All Accessible parking must comply with the requirements of the federal Americans with Disabilities Act

On pages C-3.2 and C-4.0 there is a small black rectangle on the lower left corner of the site that seems to be the monument sign. Please label if it is the monument sign or label what it is.

There are duplicate photometric plans please remove the duplicate.

CG-1 concrete curbing is required around all parking areas and access drives. Please show that you plan to use this material for curb and gutter in your details sheet.

There is no mechanical equipment’s shown. Location, size, and type of material to be used in all screening of ground or rooftop mounted mechanical equipment must be provided. A dashed line must be used to indicate the roof line and rooftop mechanical equipment. A manufacturing specification sheet must also be provided for proposed mechanical equipment.