Lee's Summit

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 #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 #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. The pavement sections don't meet current UDO requirements, but do not require revision on the Preliminary Development Plan.

A northbound left-turn lane on Market Street at the Summitcrest Drive should be installed.

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.

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. Action required- The drive lane for fire access shall be capable of carrying 75,000-pounds.

Please provide a legal description which accurately describes the limits of the property in a selectable format.

Please provide a rezoning map showing the following: 1. Boundaries of the property to be rezoned. 2. Legal Description 3. Existing and proposed zoning districts of the property to be rezoned. 4. Zoning, land use, and ownership of all parcels within 185 feet of the property to be rezoned.

Please show the location of all oil and gas wells, whether active, inactive, or capped. If none are present please add a note to the planes and cite your source of information.

The elevations of the trash enclosure on sheet A6.6 dose not have a label for the proposed wall material, call out #5. Additionally, sheets A6.6 & C-7.3 are inconsistent with regards to the proposed material. Sheet C-7.3 appears to show a metal wall material for the trash enclosure.

Trash enclosure shall be protected through the installation of four-inch bollards along the rear wall of the trash enclosure. Trash enclosure areas shall 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 six inches of full depth unreinforced Portland cement concrete constructed on a sub-grade of four inches of granular base course. Please update the plans to meet these requirements.

Please add the total floor area to the site data table on sheet C-3.0.

CG-1 concrete curbing required around all parking areas and access drives in office, commercial and industrial districts. Temporary asphalt curbs may be used in areas to be expanded only as shown and approved on the development plan. The curb detail on sheet C-7.0 does not meet this standard.

All signs must comply with the sign requirements as outlined in the sign section of the ordinance. If you are going to request additional/taller/large sign then the UDO permits, please submit a modification request. As shown on the elevations you have 6 wall signs. The UDO limits wall signs to 3.

The proposed metal wall panel is a conditional material that must be approved by the City Council. Please provide the total % of façade for the material on each elevation.

The site is subject to the M-150 Corridor Development Overlay (CDO) District regulations. As such additional design standards are required. Please review these standards and ensure you are meeting all the requirements.

All roof-mounted mechanical equipment shall be screened by a parapet wall or similar feature that is an integral part of the building's architectural design. The parapet wall or similar feature shall be of a height equal to or greater than the height of the mechanical equipment being screened.

Wall-mounted mechanical equipment, except air conditioning equipment, that protrudes more than six inches from the outer building wall shall be screened from view by structural features that are compatible with the architecture and color of the subject building. Wall-mounted mechanical equipment that protrudes six inches or less from the outer building wall shall be designed to blend with the color and architectural design of the subject building. Will there be any wall mounted equipment?

Ground-mounted mechanical equipment shall be screened from view by landscaping or by a decorative wall that is compatible with the architecture and landscaping of the development site. The wall shall be of a height equal to or greater than the height of the mechanical equipment being screened. Will there be any ground mounted equipment?

All transformers and other facilities and equipment, including telecommunications equipment, shall either be screened through the use of architectural materials compatible with the architectural materials present on the site or, alternatively, through landscape screening. Such screening shall be adequate to completely screen such facilities from all rights-of-way. Please ensure that the proposed landscaping materials will provide full screening at the time of planting.

Please provide details on how you are meeting the sustainability requirements of Sec. 5.510.C.

As shown you are proposing fewer parking stalls then is required by the UDO. A request for approval of an Alternate Parking Plan shall be accompanied by a parking demand study or other data that establishes the number of spaces required for the specific use. The study or data may reflect parking for the same use existing at a similar location or for similar uses at other locations. Published studies may be utilized to support alternative parking requests.

Information Only - The property requires platting prior to the issuance of building permits.

A northbound left-turn lane on Market Street at the Summitcrest Drive should be installed.

General: • Extension of the existing water line along SW Summitcrest Drive from the end of the existing line (near the NE corner of the site) west to connect with the existing line along the west side of SW Hollywood Drive is required. Please show throughout the plan set. • Standard Details ESC/SWPPP plans are not required with a Preliminary Development Plan and may be removed from the plan set if desired. Please note that City standard details are preferred.

Sheet C-1.0: The site location is in the NE quadrant of M 150 Hwy & SW Hollywood drive. Please revise quadrant and street name.

Sheet C-3.0: • Show 30’ of concrete in front of the trash enclosure. • The entrances must be concrete. • Keyed Note 29 is pointing to nothing. Either note all storm structures or none for consistency.

Sheet C-5.0: • Proposed contours must tie back to existing contours. Please review and revise as required. • Storm sewer elevations will be reviewed with the Final Development Plan. All pipes greater than 6” diameter will require profiles.

Sheet C-6.0: • Please clarify the proposed connection to existing sanitary sewer. The plans seem to indicate the sanitary sewer being extended 36’ to the west, but it is unclear about how that is being done. The sanitary Structure Data table shows “0” as a MH, but connections should be made with a wye. • Please note that the City does not require a MH at an alignment break for a private service line. • The proposed FH at the end of a 6” fire line is shown connecting to the 1.5” domestic service line rather than the fire line. Please revise. • Please extend the plan to the west to show connection information with the existing water main.

Sheet C-7.0: • The pavement sections shown do not meet the requirements shown in Section 8.620 of the Unified Development Ordinance. Revise details to meet requirements. Please note that the UDO requirements govern over any shown in the referenced geotechnical report. • Please note that the City’s requirements, as shown in the Design and Construction Manual, govern over any shown in the referenced geotechnical report. Please revise Detail C Note B accordingly.

Preliminary Stormwater Management Report: • Cover Page: The site location is in the NE quadrant of M 150 Hwy & SW Hollywood drive. Please revise quadrant and street name. • Page i: The Table of Contents contains error messages. Please revise. • Page 1: Please revise the project location state to Missouri. • Page 1: The body of the report and the calculations show the site area as 1.45 acres but the Drainage Area Maps show 1.44 acres. Please reconcile. • Page 2: Please review the cover type and curve cumber values for the existing and proposed undetained conditions. They do not appear to be impervious. Please revise as needed. • Page 3: Please revise the project location state to Missouri.

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.

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. Action required- The drive lane for fire access shall be capable of carrying 75,000-pounds.