Lee's Summit

Investigate west side of intersection connection and revise if appropriate.

Why the excessive length? It appears the vault and meter can be moved westerly, and the 6 inch line beneath NW Blue Pkwy. could also be moved westerly to avoid conflicts with the sanitary sewer line.

Note states to place a gate valve just prior to the backflow vault, but no symbol is shown. Ensure there is a valve symbol shown just prior to the backflow vault.

Resubmit the entire Civil drawing package for the Final Development Plan as one (1) document. It appears there are other portions of the plans where the water line is shown, and these sheets should be updated to reflect the new geometry. This would include Sheet C101, C102, C103, C200, C201, C202, C300, C301, C400. C401, C402, and C600.

Sign design should go back to the previous design with the note that is should be lighted.

Wiring diagram does not seem to show all the wiring needed, i.e. wiring for the sign and video detection.

Quantities page still does not note the new video detection camera for the new leg.

The street light sign should be lighted. Please provide the correct equipment.

Add R3-4 NO U-TURN sign to NE Quadrant

Add Pedestrian signs R10-3 at push buttons.

Install ONLY pavement markings in Left and Right Turn Lanes.

City Details should be in plans as is and not marked out. All equipment should be installed per City details

Video detection will need to be provided for the new leg of the intersection. Please specify Iteris Next camera and related wiring.

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.

Driveway configuration is not the same as the most recent configuration discussed with the Traffic engineers. Please revise.

Signal plans still have not bee submitted for review. Public improvements are required with this permit.

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.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. I am aware of what is existing on the south side of Ward Road. Work with Water Utilities to confirm the 6" water main will provide the required water flow of 1,500 GPM. on site for this project and any future expansions.

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, water tap and meter setup fee, and sanitary sewer impact 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. $89,052.98

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 schedule a project coordination meeting 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.

Miscellaneous Correction

Proposed display pad lighting - LSI XFLM HF LED - is an adjustable flood light per manufacturer specs. Floodlights are prohibited except for as accent lighting for architectural, landscaping, flags, or art - per Sec. 8.220. The proposed use is for exterior display lighting, as regulated by Sec. 8.290. Additionally, ground-mounted directional lighting such as this will need to include cut-offs or shielding to limit glare affecting drivers. Please amend lighting selection to meet these standards, or otherwise indicate how this selection will not act as a floodlight and provide details on measures to minimize glare.

Miscellaneous Correction

Photometric plan does not appear to account for display pad lighting in the illumination calculations. Please confirm it does, or otherwise revise accordingly per the lumens created by selected lighting choice.

Miscellaneous Correction

Arch/struct/MEP plans were not reviewed under this submittal. They will be reviewed under the building permit once it is received. Action required: Comment is informational.

Miscellaneous Correction

Arch/struct/MEP plans were not reviewed under this submittal. They will be reviewed under the building permit once it is received. Action required: Comment is informational.

Miscellaneous Correction

Arch/struct/MEP plans were not reviewed under this submittal. They will be reviewed under the building permit once it is received. Action required: Comment is informational.

Miscellaneous Correction

Amend photometric plan to provide details on lighting fixtures pursuant to Sec. 8.250, including base and pole height, wattage, bulb type, and a note pertaining to illumination reduction after business hours.

Miscellaneous Correction

Confirm that the display pad will not be illuminated, otherwise depict any associated lighting on the photometric plan

Off-site improvements (i.e., traffic signal and turn lane improvements) were not submitted, and hence, the plans cannot be approved until they are submitted and approved.

A Stormwater Pollution Prevention Plan (SWPPP) shall be required prior to formal approval of the plans.

An itemized signed and sealed cost estimate prepared by a design professional registered in the State of Missouri shall be required for purposes of calculating the permit fee. This cost estimate should exclude many of the items that were included in the unsealed cost estimate dated Aug. 20, 2024. The following items represent the items that are needed for a revised cost estimate: 1) pavement, 2) aggregate base, including the area one (1) foot beyond the back of curb, 3) subgrade stabilization or geogrid, including the area one (1) foot beyond the back of curb, 4) compaction and grading of the parking lot base, 5) general grading of the site, 6) KCMMB commercial entrances, 7) public sidewalk within the right of way, 8) ADA-accessible ramps within the right of way, 9) domestic water lines and fire lines, 10) valves, fittings, and bends for water lines, 11) fire hydrants, 12) backflow vault and backflow device, 13) private sanitary sewer lines and wye connections to the main, 14) stormwater lines ten (10) inches or greater in diameter, 15) stormwater structures such as curb inlets, manholes, junction boxes, area inlets, and field inlets, 15) stormwater flared end sections, 16) rip rap and associated geotextile, 17) erosion and sediment control devices and erosion and sediment control measures installed as per the erosion and sediment control plan, 18) final restoration including sodding, seeding, fertilizer, topsoil, and mulch, 19) clearing and grubbing.

It appears the LEgeo BX Type 2 Geogrid is an acceptable alternative to the approved product list according to the information sheet provided on Mar. 25, 2025.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. The distance from a hydrant tpo the most exterior prtion of the building exceeds 300 feet.

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 location of the FDC is not shown. Provide an FDC within 100 feet of the fire hydrant.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Work with Water Utilities to confirm the 6" water main will provide the required water flow of 1,500 GPM.

Please provide truck turning movements for the main entrance. The island at this location is effectively channelizing traffic into narrow lanes and does not seem to allow enough space for a vehicle delivery vehicle or fire apparatus. Please provide turning movements to show that these vehicles can enter at the main drive since the other drive is a right in right out only.

Staff will not approve site plans until the signal and turn lane plans have been received and reviewed.

Refer to previous applicant letter requesting details on the ADA-accessible ramps. There are instances where 1.6% cross-slopes are called-out when the City's Design and Construction Manual requires a design slope of no more than 1.5%. There is a callout of 8.3% on the running slope when the City's Design and Construction Manual requires no more than 7.5%. Correction required.

Refer to previous applicant letter. Private sanitary sewer material callouts were requested, but you specified the incorrect pipe type. PVC SDR 26 pipe or better is required. Correction required.

Refer to previous applicant letter. Slope callouts for the ADA-accessible parking stalls were requested, but was incomplete. A complete depiction of all ADA parking stalls is required, along with slope callouts. No more than 1.5% design slope for the stalls is required as per the Design and Construction Manual to allow for tolerance in construction. Corrections required.

Refer to previous applicant letter concerning ADA-accessible parking lot. It would appear you are calling out 5.5% running slope on portions of the ADA-accessible route to the building. Evaluate and correct if appropriate.

Refer to previous applicant letter concerning the lack of typical pavement section. Typical section views were provided, but are incorrect. The Unified Development Ordinance (UDO) requires the use of chemically-stabilized subgrade or geogrid beneath the aggregate base. Correction required.

Refer to previous applicant letter concerning the typical pavement sections. Fire and truck access lanes throughout the parking shall be constructed with no less than 2 inch surface course KCMMB asphaltic concrete over 4.5 inches of base course KCMMB asphaltic concrete. Correction required.

Refer to previous applicant letter concerning typical pavement section. Vehicle parking and drive aisles shall be constructed with a minimum 2 inch surface course KCMMB asphaltic concrete over a minimum 3.5 inch base course. You may wish to lower the thickness requirement for these areas, but are under no obligation to do so. However, you will need to delineate on the plans where the heavy duty pavement is to be constructed, versus the locations where normal duty asphaltic concrete is to be constructed. Informational comment.

If using two (2) separate typical pavement sections, show on the plans where these two (2) sections will be utilized. Correction required if using two (2) separate typical pavement sections.

A Stormwater Pollution Prevention Plan (SWPPP) shall be required prior to formal approval. Informational comment.

Cost estimate to be evaluated after revisions are made to the plans as per these comments. Informational comment.

Miscellaneous Correction

Please amend photometric plan to show property line limits.

Miscellaneous Correction

Please confirm that the paved surface connecting the parking lot to the display pad will be curbed.

It is unclear how the main drive lines up with Blue Parkway across the intersection. Provide more information on the intersection overall as well as the signal plans to show how everything lines up.

The left turn lane on Ward should be included with these plans. Please provide plans for this lane.

Signal plans still have not been recieved. Infrastructure plans will not be approved without signal plans.

The lanes on the driveway are very narrow. Consider removing the island to allow for wider lanes.

Miscellaneous Correction

Arch/struct/MEP plans were not reviewed under this submittal. They will be reviewed under the building permit once it is received. 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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. The distance from a hydrant tpo the most exterior prtion of the building exceeds 300 feet.

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 location of the FDC is not shown. Provide an FDC within 100 feet of the fire hydrant.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Work with Water Utilities to confirm the 6" water main will provide the required water flow of 1,500 GPM.

Miscellaneous Correction

Trash enclosure requires at least 30' of portland cement concrete approach measured from the enclosure opening. This approach must be at least 6" of full depth unreinforced concrete on at least a 4" granular base course sub-grade.

Miscellaneous Correction

Curb blocks are prohibited except at the head of ADA spaces when adjacent to a pedestrian walkway with no raised curbing.

Miscellaneous Correction

Bollards are needed on the interior of the trash enclosure behind the dumpster to prevent damage to the enclosure.

Miscellaneous Correction

Car display pad must meet typical parking lot setbacks and have a hard surface extending from the nearest drive aisle to the pad. Display pad must be curbed as well.

Miscellaneous Correction

Please clarify if the sidewalk is level with the northern ADA van unloading area, or if the sidewalk needs to be ramped as it is for the southern ADA stalls.

Miscellaneous Correction

Photometric plan needed, including foot candle levels throughout the site and at the property lines

Site plan makes reference to monument, pylon, and directional signs being detailed in the architectural drawings. These designs do not appear to be present. This is not necessarily required for approval of the FDP as signs will have to be applied for separate from this application.

Miscellaneous Correction

Please confirm door and window signage will be internally adhered and not exposed to the outside environment.

Sheet C104: A 2 inch tee is called-out for the domestic water connection. This shall be a corporation tap (i.e., a screwed-in connection) rather than a tee for connections 2 inches and smaller. Correction required.

Provide callouts on Sheet C104 whether the water meter is a displacement or compound meter. Correction required.

How will the sump within the backflow vault be drained? Provide a small diameter drain line that drains to daylight, or drains to a stormwater structure. If neither of these options is practical, a sump pump shall be installed. Correction required.

Sheet C104: What is the intent of the concrete encasement of the sanitary sewer line? This is not a valid method to create the necessary separation between a sanitary sewer line and a water line. There are other methods listed in the Design and Construction Manual for instances where the vertical distance cannot be achieved, but I would recommend you re-design the system to provide the necessary vertical spacing. Correction required.

Two (2) additional gate valves are warranted on the 12 inch public line on the west and east side of the connection point. Correction required.

Show the hydraulic grade line for the design storm on the profile view for all storm lines. If the 100 year event cannot be managed within the pipe without surcharging, a suitable overflow route shall be established and shown on the Final Development Plan. Correction required.

Sheet C600: Where are the public storm lines and public sanitary lines in relation to the trees shown on this sheet? The City requires a minimum of 5.0 feet from the mature tree trunk to the outside of the pipe or structure. Ornamentals and shrubs are not subject to this rule, but applicant should be aware the City is under no obligation to remove and replace these during maintenance operations. Show location of public infrastructure on Sheet C600, and ensure the storm lines are set at minimum 5 foot distance. Correction required.

Pipe material type was missing for the private sanitary sewer lateral. Correction required.

Pipe material was missing for the domestic water service. Correction required.

ADA-parking stalls were missing the slope callouts. Even though elevation callouts are required, slope callouts are also required. Correction required.

Typical pavement section(s) were missing. If asphaltic concrete is proposed, ensure you callout KCMMB mix for the asphaltic concrete. Correction required.

The commercial entrances shall be KCMMB mix concrete from the right of way line (i.e., property line) to the sawcut. Correction required.

The ADA-accessible ramps were not sufficiently detailed. Recommend a separate sheet for all ADA-accessible ramps, including callouts for running slope, cross-slope, dimensions from truncated domes to the back of curb not to exceed 5.0 feet, dimensions of all other aspects of the design, and the ADA-accessible route across the commercial entrance with width and cross-slope. Correction required.

Off-site traffic improvement plans were missing from the submittal. Correction required.

Cost estimate for all sitework required prior to formal approval. Informational comment.

Stormwater memorandum is required discussing the existing stormwater detention system and why this particular site has already been accounted within the existing detention basin design. Correction required.

Miscellaneous Correction

Arch/struct/MEP plans were not reviewed under this submittal. They will be reviewed under the building permit once it is received. 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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. The distance from a hydrant tpo the most exterior prtion of the building exceeds 300 feet.

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 location of the FDC is not shown. Provide an FDC within 100 feet of the fire hydrant.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Work with Water Utilities to confirm the 6" water main will provide the required water flow of 1,500 GPM. Provide a current model for the on site hydrants.

Plans should include the required traffic signal and turn lane updates.

The stop bar at the main entrance should be 4 FT back from the crosswalk.

Add striped crosswalks in all directions at the main entrance.