Lee's Summit

Wood is not an approved material for fencing. The proposed fence must be masonry or vinyl. A condition of approval will be added to require all building materials to meet UDO standards.

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 #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

DE C&O #12 Cut & Fill

Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.

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.

Please provide details for the proposed exterior lighting, including parking lot lights and wall-mounted fixtures, including fixture type, location, height and intensity. Manufacturer’s specification sheets shall be submitted.

Staff is supportive of the requested buffer modification but would like to see a 6’ fence placed along the top of the retaining wall adjacent to the proposed building to ensure the highest level of screening during times when the existing trees do not have foliage.

Single tenant buildings are limited to 3 wall signs. As proposed, you are exciding the maximum number of signs. If you are going to request approval of a sign package the goes above what is allowed by the UDO you will need to provide the sign details. As proposed staff would not support the additional signs on the north and west elevations. Since the location of the sign on these elevations are only visible to the adjacent residential properties they do not provide reasonable means for identifying the business. If you are going to ask for additional signage you will need to submit a written request for the additional signs and provide justification as to why they are needed.

Sheet A4.00 – Please check the elevation directional labels as the are not correct.

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.

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 #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

DE C&O #12 Cut & Fill

Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.

Miscellaneous Correction

The F

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 2012 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. Confirm the Standard Duty pavement shown on the plans shall be capable of supporting 75,000-pounds.

The "Stormwater Management Summary" dated Oct. 7, 2022 (hereinafter referred to as the stormwater study) used the rational method to construct hydrographs, which is not an approved method for construction of hydrographs. The rational method is useful for calculation of peak flows, but not for the construction of hydrographs. Per the Design and Construction Manual, a Type 2 24 hour storm shall be used for all computations that employ the use of rainfall mass, and the SCS dimensionless unit hydrograph shall be the basis for computation of runoff hydrographs. Please evaluate and revise as appropriate.

The stormwater study did not address 40 hour extended detetnion for the 90 percent mean annual rainfall event, or BMP credits described in Section 5608.4(D)2. Please evaluate and revise, as this shall be addressed in the preliminary design.

The stormwater study contained no discussion of the allowable release rate for this project, nor were any points of interest identified. Please evaluate and revise as appropriate.

The stormwater study contained a "pre-development drainage plan" exhibit within the appendix. This exhibit does not appear valid, as there are off-site contributors to stormwater flow onto the site from the south, and no discussion or identification of these off-site drainage areas were presented. Please evaluate, and revise as appropriate.

The stormwater study contained no discussion or identification of point(s) of interest. The point(s) of interest are required, as these points are where the allowable release rate is measured. Pleawe evaluate, and revise as appropriate.

The stormwater study contained a "post-development drainage plan" exhibit within the appendix. This exhibit does not appear valid, as there are off-site contributors to stormwater flow onto the site from the south, and no discussion or identification of these off-site drainage areas were presented. Please evaluate, and revise as appropriate.

No further review of the stormwater study was conducted due to the omissions outlined above. Please review the above comments related to the stormwater study, and evaluate and revise as appropriate.

A monument sign near the detention pond is shown too close to the sanitary sewer line. Only 5 feet of clearance is shown in the horizontal direction. A minimum of 10 feet distance is required between the footing of the monument sign and the outside of the pipe. Please revise.

The stormwater study included an exhibit showing the location of the stream buffer. Please show the location of the stream buffer on the site plan, grading plan, and utility plan. In addition, please provide a discussion of the stream buffer within the text of the stormwater study.

The private sanitary sewer lateral is shown with a direct-connect to the manhole. This is not allowed. A cut-in tee shall be installed a minimum of 4 feet beyond the manhole, as measured from the outside face of the manhole to the beginning of the wye (i.e., not the center of the wye). Please review and revise as appropriate.

Erosion control plan was not reviewed as part of this review. This shall be conducted with the Final Development Plan application.

Detention basin shall show in graphic format the location of the 100% clogged/zero available storage 100 year water surface elevation, along with an elevation callout for same. Dimensions shall be provided demonstrating this water surface elevation is a minimum of 20 feet from any property line or building. Please review and revise as appropriate.

Grading Plan shows the discharge of the detention basin onto a slope with no defined channel. Any discharge point for detention basins shall be designed with a discharge channel or other means to convey stormwater to the receiving channel without future erosion issues. Please evaluate and revise.

Informational Comment: Separate water line plans shall be required for this project. Please note this requirement on the utility plan with the words "PUBLIC WATER MAIN EXTENSION BY SEPARATE PLANS" or equivalent language.

The domestic water line is shown with a backflow preventer near the meter. The backflow device for the domestic line shall be within the building, not the exterior. Please revise.

An evaluation of the backflow for the irrigation service line shall be evaluated during the Final Development Plan.

The public water main extension appears to be within MoDOT right of way. An exclusive easement for the water main shall be obtained from MoDOT for this water main prior to approval of the Final Development Plan and prior to approval of the public water main extension plans. The easement shall be in a form acceptable to the City, and shall be reviewed by the City prior to execution and recording.

The location of the water meter for both the domestic and irrigation lines appear to be too far away for adequate access to Water Utilities personnel. Please move the location of these water meters closer to the parking lot. Recommend just south of the southeast corner of the parking lot.

There appears to be an extraneous line marked "S" from the sanitary manhole to the south of the proposed parking lot (i.e., the manhole marked with the top elevation of 990.12). Please review and remove this line if appropriate, as it appears to be shown in error.

Wouldn't it be better to align the new public water main extension to deflect approximately 45 degrees to the south of the existing driveway entrance, and proceed to the northwest? This would eliminate some amount of length of the public water main extension, and eliminate the amount of easement necessary from MoDOT. The goal is to extend public water line to the southern property boundary, and it is not necessary to provide a straight line for this extension. Please evaluate, and revise as appropriate, or contact me for a diagram.

The existing asphalt drive is shown without any improvements. It appears this commercial entrance is in poor condition and does not meet standards in relation to curb and gutter, or KCMMB entrance from M-291 Hwy to the property line. It appears the entire commercial entrance needs to be replaced in accordance with City standards. Please review and revise as appropriate, with sufficient callouts and/or notes on the plans.

MoDOT approval of any improvements to the commercial entrance shall be required prior to approval of the Final Development Plan. MoDOT approval of any stormwater improvements or new discharges onto their right of way shall also be approved by MoDOT prior to approval of the Final Development Plan.

Please submit signed application and ownership affidavit forms.

Please show the location of all oil and gas wells on the property. If none are present, please add a note stating such and cite your source of information.

Please label the building setback from the property lines.

Please provide details for the proposed exterior lighting, including parking lot lights and wall-mounted fixtures, including fixture type, location, height and intensity. Manufacturer’s specification sheets shall be submitted.

The proposed zoning district (CP-2) requires a high impact landscaping buffer when adjacent to RP-2 and R-1 zoning districts. The requirements of the buffer include a 6’ fence. Given the existing wooded area can serve as the landscaping buffer and the location of the required stream buffer the installation of a fence is problematic. A modification will need to be granted by the Counsel to eliminate the fence requirement or to allow and alternant location for the fence. Please provide a written narrative requesting the modification and state which option you are requesting.

Trash enclosure shall be constructed of masonry walls or steel architecturally designed walls with either a solid steel opaque gate painted to be compatible with the color of the masonry or steel walls and building it is to serve or a steel framed semi-opaque gate with a screen mesh material approved by the Director that provides an appropriate visual barrier. As proposed your trash enclosure does not meet these requirements.

Trash enclosure areas shall be improved with a Portland cement concrete pad and a Portland cement concrete approach 30’ 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 show the 30’ approach.

CG-1 concrete curbing required around all parking areas and access drives in office, commercial and industrial districts. Please update the plans to reflect this requirement and provide standard details for the CG-1 curb type.

All accessible parking shall comply with the requirements of the federal Americans with Disabilities Act.

Single tenant buildings are limited to 3 wall signs. As proposed, you are exciding the maximum number of signs by 6. If you are going to request approval of a sign package the goes above what is allowed by the UDO you will need to provide the sign details. As proposed staff would not support the additional signs on the north and west elevations. Since the location of the sign on these elevations are only visible to the adjacent residential properties they do not provide reasonable means for identifying the business.