Lee's Summit

Pending TIS.

TRASH ENCLOSURES. The proposed trash enclosure designs shall comply with UDO Section 8.180.G. This comment will be included as a standard condition of approval on the staff report.

MECHANICAL UNITS. All roof-mounted and ground-mounted mechanical equipment shall be fully screened view in accordance with UDO Sections 8.180.E and 8.180.F. This comment will be included as a standard condition of approval on the staff report.

LIGHTING. All wall-mounted exterior lighting and parking lot lighting shall comply with the requirements of UDO Sections 8.220, 8.250 and 8.260. This comment will be included as a standard condition of approval on the staff report.

ARCHITECTURE. - To comply with the requirement for four-sided architecture, horizontal and vertical breaks used on the north elevation shall be extended to the south, east and west buildings to provide architectural relief for the large expanses of flat walls. - The varying roof line on the north elevation shall be mimicked on the south elevation to provide relief for the building's flat roof. - Clarify the type of material that is labeled as "Accent Panel Finish Wood Tone" on Sheet E2. All materials shall comply with the approved materials referenced under UDO Section 8.170.C. No architectural plans addressing the comments above were included in the resubmittal. This application will not proceed to the Planning Commission without an revised architectural plan submittal.

DE C&O #01 Eng Plans – FDP/PDP

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 development plan. All public infrastructure must be substantially complete, prior to the issuance of any certificates of occupancy.

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 #04 Cert FA or Escrow

All subdivision-related public improvements must have a Certificate of Final Acceptance prior to approval of the final plat, unless security is provided in the manner set forth in the City's Unified Development Ordinance (UDO) Section 7.340. If security is provided, building permits may be issued upon issuance of a Certificate of Substantial Completion of the public infrastructure as outlined in Article 3, Division V, Sections 3.540 and 3.550 and Article 3, Division IV, Section 3.475 of the UDO, respectively.

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 #07 Easements

All permanent off-site easements, in a form acceptable to the City, shall be executed and recorded with the Jackson County Recorder of Deeds prior to the issuance of a Certificate of Substantial Completion or approval of the final plat. A certified copy shall be submitted to the City for verification.

DE C&O #09 FDP Reviews

Certain aspects of the development plan will be further reviewed during the Final Development Plan phase of the project. This includes detailed aspects of the design to help ensure that the plan meets the design criteria and specifications contained in the Design and Construction Manual.

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 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.

Misc.

Consider an overall fire suppression system supplied by a pump and a single FDC rather than risers for each space. An ESFR sprinkler system should be considered to lessen the need for smoke and fire venting.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Action required- Work with Water Utilities to confirm there is a minimum of 4,000 GPM available for fire flow.

FDC

IFC 903.3.7 - Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required- Consider an overall fire suppression system.

REZONING EXHIBIT. Provide a rezoning exhibit with legal description indicating the existing and proposed rezoning, as well as identifying the existing zoning and land uses of the surrounding property located within 185' of the subject property.

PRELIMINARY PLAT. - In order for the PDP to serve the dual role of the preliminary plat, the lot line information (i.e. bearings and dimensions) shall be included on the plan. - Is the proposal for the regional detention basin serving the proposed development and the existing auto sales/detailing building to the south to sit on the same lot as the industrial building versus a common area tract? The detention basin shall be on its own common area tract to be owned and maintained by a property owners association. Show the proposed tract boundaries and label the tract.

PARKING SPACES. - Correct the labeled number of parking spaces in the northernmost row east of the driveway onto the east-west segment of NE Town Centre Blvd. It reads 2 spaces, but should read 14 spaces. - Dimension the parking spaces closest to the building on the north side of said building. The minimum depth shall be 17', measured from the face of the curb, if they front a minimum 6'-wide sidewalk. - Neither of the two rows of parking spaces on the west side of the building meet the minimum 17' depth, measured from the face of the curb, if the front a minimum 6'-wide sidewalk or open space. - Dimension the sidewalk that runs along the west and north faces of the building. The sidewalk shall be a minimum 6' in width in order to allow 17' deep parking spaces along it. If the sidewalk is less than 6' in width, the abutting parking spaces shall be a minimum 19' in depth.

SCALE. Sheets C.101 and C.300 have an incorrect 30' scale bar. Both sheets are drawn at 60' scale.

TRASH ENCLOSURES. - The proposed trash enclosure designs shall comply with UDO Section 8.180.G. - Each trash enclosure shall have a concrete pad extending a minimum 30' from the enclosure opening in accordance with UDO Section 8.620.F.1.c.

MECHANICAL UNITS. All roof-mounted and ground-mounted mechanical equipment shall be fully screened view in accordance with UDO Sections 8.180.E and 8.180.F.

LIGHTING. All wall-mounted exterior lighting and parking lot lighting shall comply with the requirements of UDO Sections 8.220, 8.250 and 8.260.

ARCHITECTURE. - To comply with the requirement for four-sided architecture, horizontal and vertical breaks used on the north elevation shall be extended to the south, east and west buildings to provide architectural relief for the large expanses of flat walls. - The varying roof line on the north elevation shall be mimicked on the south elevation to provide relief for the building's flat roof. - Clarify the type of material that is labeled as "Accent Panel Finish Wood Tone" on Sheet E2. All materials shall comply with the approved materials referenced under UDO Section 8.170.C.

Sheet C.100: • The area (acres) shown in the Property Description doesn’t match that shown in Plan view. Please reconcile. • Please revise the sanitary sewer Site Improvement Note to match the project. • Please reference Development Services Inspection information in the Utility Company list rather than Public Works. • Please show on the plan set the tract boundaries shown in the property description.

Sheet C.101: • Please label the existing sidewalk width. • Label all easements on this sheet and throughout the plan set. • Retaining walls are not allowed to encroach into public easement or R/W. Please revise.

Sheet C.200: • There is a swale that enters this lot on the south. Please verify that the grading accounts for this swale section. • Show and label the emergency spillway.

Sheet C.300: • Please note that 2 valves are required at each water line tee, not 3 as shown. • The water line alignment is acceptable for this PDP. When the final design is submitted, please verify that bends are shown to eliminate any deflection in the pipe for the curved sections. • Please locate the backflow vaults outside of the easement. • Public easements will be required for all proposed public water lines.

Macro Storm Water Drainage Study • Please revise the name to match the project on the cover sheet and throughout the report. • Why are there 2 cover sheets? • APWA Section 5602.4 requires that SCS Type 2 24-hr rainfall distribution be used for all computations that employ the use of rainfall mass. Revise the report body and calculations accordingly. Please note that adjacent developments with detention basins impact this development. The approved detained outflow quantities from those basins may be used in this report for those flows. • If this plan is revised to include a regional basin to serve all of the lots, then the complete design must meet City standards.

It is likely a traffic study will be required. If possible, please provide clarification on user. If no specific user is determined, we will assume the most taxing industrial use for trip generation to keep the property's possibilities open.

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.

Misc.

Consider a single overall fire suppression system supplied by a pump and a single FDC rather than risers for each space. An ESFR sprinkler system should be considered to lessen the need for smoke and fire venting.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Action required- Work with Water Utilities to confirm there is a minimum of 4,000 GPM available for fire flow.

FDC

IFC 903.3.7 - Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required- Consider a single fire suppression system.