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 #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. $113,352.79

Resubmit plans that are signed and dated by the Professional Engineer. Also, please make sure that subsequent submittals have unique revision names each time.

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.

Submit the proposed private waterline easement and public sanitary easement documents for review and approval. Please note that these easements must be in place prior to issuance of any permit.

Show and document the new private waterline easement and new public sanitary sewer easement on the plans.

Miscellaneous Correction

Inadequate information to complete reviews. Specify all utility connections, locations, sizes, materials, meter, interceptor, cleanouts, slopes, etc. (do not treat this as an all-inclusive list). Also, coordinate with MEP design team - plans don't match. While design-build is an acceptable process, the designs must be complete prior to submittal. 5/15/24 - Only partially addressed and still not coordinated with MEP. As stated earlier, design-build is an acceptable process, but the designs must be completed prior to submittal. 6/19/24: - Custom double meter pit proposed but detail not provided. (also not found in MEP) - Specify waste pipe connection at main.

MECHANICAL SCREENING. Sightline drawings have been provided to show that the proposed parapet wall heights will be of sufficient height to screen the view of RTUs. The adequate provision of screening will be inspected at the time of building occupancy inspection. Staff may require additional screening of any RTUs at that time if it is found that insufficient screening is provided by the approved parapet wall heights. This comment is informational and does not require any additional action at this time.

Submit the proposed private waterline easement and public sanitary easement documents for review and approval. Please note that these easements must be in place prior to issuance of any permit.

Show proposed private waterline easement and all the water main connection locations and type, including valves and restraints. Show size and location of water service lines and water meters.

Sheet CE 5.1: • Show added water line crossing in Line 1 profile. • Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity. • Please review drops across structures and verify that they all meet the City’s requirements shown in the Design and Construction Manual Section 5604.5.

Miscellaneous Correction

Inadequate information to complete reviews. Specify all utility connections, locations, sizes, materials, meter, interceptor, cleanouts, slopes, etc. (do not treat this as an all-inclusive list). Also, coordinate with MEP design team - plans don't match. While design-build is an acceptable process, the designs must be complete prior to submittal. 5/15/24 - Only partially addressed and still not coordinated with MEP. As stated earlier, design-build is an acceptable process, but the designs must be completed prior to submittal. 6/19/24: - Custom double meter pit proposed but detail not provided. (also not found in MEP) - Specify waste pipe connection at main.

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.

MECHANICAL SCREENING. Sightline drawings have been provided to show that the proposed parapet wall heights will be of sufficient height to screen the view of RTUs. The adequate provision of screening will be inspected at the time of building occupancy inspection. Staff may require additional screening of any RTUs at that time if it is found that insufficient screening is provided by the approved parapet wall heights. This comment is informational and does not require any additional action at this time.

TRASH ENCLOSURE. The storage and trash enclosure detail provided on Sheet AS-102 shows the propopsed gate material as "Western Red Cedar or equal". As previously commented by staff, City code requires enclosure gates to have either: 1) a solid steel opaque gate painted to be compatible with the color of the enclosure walls and building it is to serve, or 2) a steel framed semi-opaque gate with a screen mesh material approved by the Director that provides an appropriate visual barrier. Wooden gates are not allowed.

FAA FORM 7460. Due to the proximity of the proposed development to the airport, an FAA Form 7460 shall be completed and submitted to the FAA, and comments received back prior to the release of a building permit. This previously made comment is being kept for informational purposes.

Submit the proposed private waterline easement and public sanitary easement documents for review and approval. Please note that these easements must be in place prior to issuance of any permit.

Show proposed private waterline easement and all the water main connection locations and type, including valves and restraints. The fire line will be connected with a tee and a valve provided at the BFPD. The BFPD must be located outside of the easement (LS 6901 I. Fire Lines). Grade the vault area to drain and provide a note indicating how the vault sump will drain.

Show size and location of water service lines and water meters (LS 6901 L. Water Meters). The water meter shall be located outside of the easement shown. The building service line and the irrigation line will each have their own connection to the water main by corporation stop with separate meters. Please note that the City Development Services inspectors do not use the MEP plans to inspect, please add requested information to the civil plans.

Add the City sanitary sewer manhole naming as follows: Existing MH A1 is 16-107 and Existing MH A2 is 16-108.

Show in the pavement sections and add the following notes to the plans regarding all paving (public and private) must be per Section 2200 of the City Design and Construction Manual. - 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.

Please add a note to the plans 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.”

Provide a complete plan for the ADA-accessible ramps. Ensure that all elevation callouts, running slope callouts, and cross-slope points for construction of ADA-accessible ramps and sidewalk are shown. Also, include details of the sidewalk through the new driveways. Site specific information is required on these ADA plans and generic information will not be sufficient. Specific elevations, slopes, etc. for each location is needed. Also, include all ADA facilities for access to the building. More project specific detail must be provided to review and build the ADA facilities. Add the exact geometric information including dimensions to these plans.

Miscellaneous Correction

AERIAL FIRE APPARATUS ACCESS ROADS D105.3 Proximity to building. One or more of the required access routes meeting this condition shall be located not less than 15 feet (4572 mm) and not greater than 30 feet (9144 mm) from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official.

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- Show the location of the FDC.

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- Confirm fire access lanes will support 75,000-pound apparatus.

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.

Miscellaneous Correction

Inadequate information to complete reviews. Specify all utility connections, locations, sizes, materials, meter, interceptor, cleanouts, slopes, etc. (do not treat this as an all-inclusive list). Also, coordinate with MEP design team - plans don't match. While design-build is an acceptable process, the designs must be complete prior to submittal. 5/15/24 - Only partially addressed and still not coordinated with MEP. As stated earlier, design-build is an acceptable process, but the designs must be completed prior to submittal.

The current radii do not meet the City's design criteria for Commercial/Industrian Collector or Local roads. If you are not able to adjust the radii due to storm or other public site restrictions an acception may be allowed, otherwise site approval will not be given to the current design.

MECHANICAL SCREENING. Dash in the RTUs on the architectural building elevations (Sheets A-202 and A-203) to verify compliance with the requirement that all RTUs are fully screened from view on all sides by the use of parapet walls of a height at least equal to the units being screened. Take into account the added height from the curbs on which the RTUs will sit. The response to the previously made comment above is that the required information has been added to the architectural plans that will be submitted with the building permit submittal. The revised architectural elevations must also be submitted as part of this final development plan application before we can approve this application.

TRASH ENCLOSURE. Provide a detail of the proposed trash enclosure. Each 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. The response to the previously made comment above is that the required information will be provided as a detail on the architectural plans. The architectural plans containing this information must be submitted as part of this final development plan application before we can approve this application.

FAA FORM 7460. Due to the proximity of the proposed development to the airport, an FAA Form 7460 shall be completed and submitted to the FAA, and comments received back prior to the release of a building permit. This previously made comment is being kept for informational purposes.

Submit an Engineer's Estimate of Probable Construction Costs.

Submit the SWPPP and a copy of the MDNR Land Disturbance Permit.

Provide a complete stormwater memo that explains how this development will tie into the approved stormwater plan for the overall development.

Add the submitted calculations to the plan set, both the design and 100 year must be included. Add the storm drainage map to the plans.

Please show in graphic format the location of the hydraulic grade line on the profile view for the storm lines along with the design storm event. If the system cannot manage the 100-year event without surcharging, a suitable overflow route shall be established and shown. Clarify and reconcile what is proposed for the existing RCB in Storm Line 1, as the plan and profile do not seem to agree. Storm Line 5 has an incorrect leader for the existing grade.

Show all utility/access easements and right-of-way lines on the plans. Provide the sizes of the existing water and sanitary lines. Label the existing manholes with the City numbering system. Label all roadways.

Add all City standard details that apply to this project, including but not limited to general (curbs, sidewalks, pavement), water, sanitary, and storm sewer.

If the public water main is on the same side of the street as the building, the building service line shall be tapped off the public main. Show all the water main connection locations and type, including valves and restraints. The fire line will be connected with a tee and have valves provided on all directions. The BFPD must be located outside of the easement (LS 6901 I. Fire Lines). Grade the vault area to drain and provide a note indicating how the vault sump will drain. Add the Vault for Double Check Detector Check Detail (WAT-12).

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) (LS 6901 K. Service Lines).

Show size and location of water service lines and water meters (LS 6901 L. Water Meters). The water meter shall be located in the R/W or easement within 1 foot of the R/W or easement line, whichever is farthest. The building service line and the irrigation line will each have their own connection to the water main by corporation stop with separate meters. Add the Service Connection With Meter Well Detail (WAT-11 for less than 3” or WAT-13 for 3” or greater, depending on meter size).

Indicate in the plans the specific location of the sanitary sewer lateral connection to the existing sanitary sewer. Show the connection to the existing sanitary sewer as a cut-in wye, as saddles and tees are not permitted. Indicate that the pipe material is SDR 26 PVC pipe for the sanitary sewer lateral. Plans are not clear if the building connection is to a stub that is already installed (note that a saddle connection would not be allowed) or if the connection has a change in direction with extra pipe beyond the bend. Please explain. Add the Sanitary Sewer Stub Detail (SAN-1).

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. - 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.

Please provide a graphic and notes showing the aggregate base to be extended a minimum of 12 inches beyond the back of curb. The City standard detail does not show this, so provide either a standalone curb detail or add the curb detail to the typical pavement section.

Verify that the pavement jointing plan is in accordance to the City Standard Detail Gen-10.

Provide a complete plan for the ADA-accessible ramps. Ensure that all elevation callouts, running slope callouts, and cross-slope points for construction of ADA-accessible ramps and sidewalk are shown. Also, include details of the sidewalk through the new driveways. Site specific information is required on these ADA plans. Specific elevations, slopes, etc. for each location is needed. Also, include all ADA facilities for access to the building. Add City standard details for sidewalks and ramps.

Please verify and note that only ornamental trees and shrubs may be planted within any easements.

Miscellaneous Correction

AERIAL FIRE APPARATUS ACCESS ROADS D105.3 Proximity to building. One or more of the required access routes meeting this condition shall be located not less than 15 feet (4572 mm) and not greater than 30 feet (9144 mm) from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. Action required- How will this condition be met?

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- Show the location of the FDC.

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- Confirm fire access lanes will support 75,000-pound apparatus.

STREETS. Label the pavement width of the abutting private street to the west and north; label the width of the tract that contains the private street; and label the name of the private street (NE Alura Way).

EASEMENTS. Show and label the platted 10' U/E that runs the entire length of the Lot 2 NE Douglas St frontage.

DRIVEWAYS. Dimension the pavement width of the two driveway connections to NE Alura Way. Driveways serving two-way traffic shall have a minimum pavement width of 24', excluding curb and gutter. With this parking lot designed as a concrete monolithic pour with integrated curb, the minimum 24' width shall only exclude the curb width.

MECHANICAL SCREENING. Dash in the RTUs on the architectural building elevations (Sheets A-202 and A-203) to verify compliance with the requirement that all RTUs are fully screened from view on all sides by the use of parapet walls of a height at least equal to the units being screened. Take into account the added height from the curbs on which the RTUs will sit.

SIGNS. For your information, all freestanding and wall-mounted exterior signs shall be reviewed and approved under separate cover through a sign permit application.

PARKING LOT SCREENING. To comply with City ordinance, screening to a height of 2.5' must be provided along the edge of the parking lot closest to and parallel to a public or private street. Screening shall be decorative and 100% opaque using evergreen landscaping hedge, an earthern berm, a wall or a combination of said options. See UDO Section 8.820 for design specificiations of the required screening options. If using landscaping, the separately required street frontage shrub requirement can count toward the hedge design quantity requirement.

TRASH ENCLOSURE. Provide a detail of the proposed trash enclosure. Each 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.

FAA FORM 7460. Due to the proximity of the proposed development to the airport, an FAA Form 7460 shall be completed and submitted to the FAA, and comments received back prior to the release of a building permit.

Miscellaneous Correction

Inadequate information to complete reviews. Specify all utility connections, locations, sizes, materials, meter, interceptor, cleanouts, slopes, etc. (do not treat this as an all-inclusive list). Also, coordinate with MEP design team - plans don't match. While design-build is an acceptable process, the designs must be complete prior to submittal.

The radii at the entrances should be 35 FT. If not possible due to public infrastructure provide an explaination. Otherwise, adjust on site to accomodate.