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. $45,265.13

Miscellaneous Correction

Architectural plans not reviewed under this process. Action required: Comment is informational.

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.

The BFPD vault sump must be daylighted or connected to the storm water system, as an aggregate pit is not allowed. Show in the plans how the BFPD vault sump will be drained.

Sheet flow across the top of the BFPD within a parking lot does not satisfy the requirement to grade the vault area to drain away. To achieve an appropriate design, grass areas are usually better locations for the BFPD vault. Please reevaluate the design.

Miscellaneous Correction

Architectural plans not reviewed under this process. Action required: Comment is informational.

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.

For fire lines, one valve is installed on the fire line and one valve on the public water main, if there are no valves on the public water main within 500 feet in either direction of the tee. Please verify and revise as necessary.

BFPD is to be installed within 5 feet of the utility easement line. The location of the vault shall be such that the pit is located outside of the R/W and easement lines and not in the lowest area. The ground surrounding the vault shall be graded to drain away from the vault.

Please explain how the proposed storm sewer design accounts for the existing drainage from the lot to the north.

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

Ref. C300 W9- Private hydrants shall be optic yellow with the bonnet of the hydrant painted silver.

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. Locate the FDC outside of the screened mechanical area.

Miscellaneous Correction

Architectural plans not reviewed under this process. Action required: Comment is informational.

Submit an Engineer's Estimate of Probable Construction Costs.

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

Stormwater Memo: - Please name the correct development for the project. The memo states I-170 and it is I-470. - Attach the original stormwater study for the regional detention that is referenced.

Show on all plan sheets the existing utility easements. Verify that the proposed monument sign, including any foundation elements, will not encroach into any utility easement. Verify and add a note to the plans that only ornamental tree varieties may be planted in any utility easement.

Show the water main connection locations and type, including valves and restraints. The fire line will be connected with a tee with two valves at the main 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 the water meter 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 (LS 6901 L. Water Meters).

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 specific 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. The City standard details do not allow wings on ramps, please revise. Show the connection to existing sidewalk on the north property line. Please explain the sidewalk flume.

Add compacted fill hatch below Storm Line 2 where the existing profile is lower than the pipe.

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. Note that the minimum surface course thickness for KCMMB asphalt is 2 inches and the Unified Development Ordinance Section 8.620 – Parking Lot Design will still govern for overall thickness requirements. - 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.

Miscellaneous Correction

Miscanthus sinensis / eulalia and Acer platanoides are both considered invasive species by the MO Department of Natural Resources. Please consider using alternative plantings.

Miscellaneous Correction

Architectural plans not reviewed under this process. Action required: Comment is informational.

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

Ref. C300 W9- Private hydrants shall be optic yellow with the bonnet of the hydrant painted silver.

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. Locate the FDC outside of the screened mechanical area.