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 #07 Easements

All permanent off-site easements (if needed), 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 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.

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. The proposed relocation of the hydrant exceeds !00' from the FDC. Locate closer to the FDC along the curb to the west.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. The curb along the FDC and hydrant shall be posted.

Please label the parking lot setback from the north (along Oldham Pkwy), east (along McClendon Dr.) and south property lines. If the setbacks are less than 20’ from the north & east property lines and 6’ from the south property line a modification request with justification will be required.

Please label the height of the light poles to be installed in the parking lots.

Per the UDO metal should be used only in an incidental role. As proposed the amount of metal will require a modification to the UDO design standards. Please provide a narrative statement requesting and justification for the modification.

Provide a total % calculation of metal on each facade.

In the site data table please include the total land area for the project.

All parking stalls shall be 9’ wide x 19’ deep, placed at the prescribed angle so that it lies between the curb and the aisle. A 9’ wide x 17’ deep parking spaces shall be permitted when the parking space abuts a 6’ wide sidewalk or when abutting a curbed open green/landscaped space. As proposed the sidewalk adjacent to the building are less than the required 6’. Please revise the proposed plan to meet this UDO requirement.

All signs must comply with the sign requirements as outlined in the sign section of the ordinance and will be permitted under separate application.

Please refer to the stormwater report. An existing condition exhibit is presented, but a post-construction exhibit was missing. Please provide a similar exhibit, but showing the proposed conditions and drainage areas.

Please refer to the stormwater report. An exhibit is presented as a "stormwater management plan", but is actually a drainage area map. Please revise.

Please refer to the stormwater report. Are there any intervening properties to the south which will see an increase in peak flows due to increasing the the building size or changing the drainage flow patterns? In other words, are there any subareas within the overall drainage map which will change the quantitiy and rate of flow, or alter the drainage patterns in the southern region of the project? This would include any increase in peak flows at the property line, or increase in 100 year water surface elevation along the rear property line.

Please refer to the stormwater report. Sheet C2.0 is provided toward the beginning of the appendices section. It would appear this exhibit was intended to show property transfers, that although are good information, do not involve stormwater. Shouldn't this be placed toward the end of the stormwater exhibits? It doesn't really fit in its current location.

The new parking lot to the northeast appears an unfinished conceptual design. Drainage appears to be non-existent, and we are assuming this is a work in progress. Please complete the drainage system concept design, including location of storm lines, etc. Please eliminate or re-title the existing "storm drainage plan" sheet, because this is merely a drainage area map.

Utility Plan Sheet: The backflow vault and backflow device near McClendon Dr. is shown to be removed and replaced in the building. This is not allowed due to the 50 foot rule. The backflow vault will need to be placed near the public main outside of any easement or right of way if a larger backflow device and vault is needed.

Public water main relocation may be necessary near McClendon Dr. due to the new storm line to be installed in that location.

ST-1 is a storm line to remain. Has this culvert been checked for outlet control conditions? If under outlet control, extension of a new pipe may increase the HGL upstream of ST-1 and may adversely impact adjacent property owners and the City right of way.

Though not required, consider a stop sign installation on the Shopping Center Driveway at McClendon. This private driveway has had multiple public requests for a stop sign as exiting the driveway and the shopping center has yet to address the public request.

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.

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. The proposed relocation of the hydrant exceeds !00' from the FDC. Locate closer to the FDC along the curb to the west.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. The curb along the FDC and hydrant shall be posted.