Lee's Summit

Was not an as-built, just something that the engineer sent to the contractor. Actual as-built to be submitted.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

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. $120862.06

Misc.

Please submit a revised Engineer's Estimate that includes a breakdown of each category.

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. $120862.06

Miscellaneous Correction

Water meters for this facility will be sized and added to the permit once the end users and demand has been determined.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

Please clearly show and label the existing and proposed floodplain boundaries on this plan set. Also show the stream buffer.

Please submit an estimate broken down into individual line items, with quantity and unit cost shown.

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. Action required- Show the location of a public or private hydrant within 100 feet of the FDC. A yard hydrant cannot supply its own water to the the FDC. 1/25/2022- The hydrant shown is still coming out of the building and presumably off of the fire pump, which is not allowed. Show a private hydrant. 2/9/2022- You can not supply the FDC from a yard hydrant. Provide a public or private fire hydrant that is not located after the fire pump. If a private hydrant is utilized after the backflow valve, a one way check valve will be needed between the private hydrant and pump to keep from churning the system. 3/3/2022 Approved per revised drawing showing a private 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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

Submit an Engineer's Estimate of Probable Construction Costs.

FYI – ESC Note #4 references OPMC. I didn’t notice it on my previous review.

Please clearly show the existing floodplain boundary. As discussed, a CLOMR-F and LOMR-F will be required, as will a Floodplain Development Permit. Please submit the required documents and study to the City for signature. The Floodplain Development Permit will be required prior to approval of any plans showing work within the floodplain boundary. A CLOMR-F will be required prior to placement of fill within the floodplain. A LOMR-F will be required prior to any form of occupancy. The study should verify no-rise beyond property boundaries, and should address stream stability in reference to the proposed Stream Buffer Modification 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. Action required- Show the location of a public or private hydrant within 100 feet of the FDC. A yard hydrant cannot supply its own water to the the FDC. 1/25/2022- The hydrant shown is still coming out of the building and presumably off of the fire pump, which is not allowed. Show a private hydrant. 2/9/2022- You can not supply the FDC from a yard hydrant. Provide a public or private fire hydrant that is not located after the fire pump. If a private hydrant is utilized after the backflow valve, a one way check valve will be needed between the private hydrant and pump to keep from churning the system.

Misc.

Provide public hydrants along Main Street. 12/20/2021- Hydrants are not shown.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

Please label the proposed exterior building materials. Please provide a detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property. (Same comments 3 & 4 form Applicant Letter dated December 27, 2021) This information is required prior to staff approving the FDP.

The sidewalk along Main Street must extend south to connect with the existing sidewalk on Tudor. This sidewalk must be shown on all plan submittals as appropriate.

Sheet C1.00: Please remove the Overland Park references “OPMC Chapter 16.200 and Title 18” from Erosion & Sediment Control Note 2.

The updated notes for the domestic water are acceptable since no tenant specifics are known. However, please graphically show the proposed domestic water meter located within the public easement within 1’ of the easement line.

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. Action required- Show the location of a public or private hydrant within 100 feet of the FDC. A yard hydrant cannot supply its own water to the the FDC. 1/25/2022- The hydrant shown is still coming out of the building and presumably off of the fire pump, which is not allowed. Show a private

Misc.

Provide public hydrants along Main Street. 12/20/2021- Hydrants are not shown.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

Misc.

The hydrant loop around the building is from the building's fire pump. These are NOT private hydrants, they are yard hydrants and shall be painted red. Private hydrants after the backflow valve but before before the sprinkler riser and pump shall be painted yellow with a silver top.

Additional stormwater comments may be forthcoming upon completion of the Final Stormwater Drainage Study for Phase I and associated waiver requests.

Since the required water meter size isn’t known at this time, please make all domestic water notes general. For connection to the main, just indicate that the connection requirements are to be determined. For the water meter, show it located in the easement within 1 foot of the easement line, and indicate size is to be determined.

Please submit an Engineer’s Estimate of Probable Construction Costs.

Sheet C1.00: Erosion and Sediment Control Note 2 still refers to Overland Park and the Unified Government. Please revise.

Sheet C4.00: Please show the sidewalk along the entire east frontage, all the way south to NE Tudor Road on this sheet and throughout the plan set.

Sheet C6.05: • Note 4 references the Unified Government (UG). Please revise. • Please revise “Detention” to “BMP” in the detention basin area easement label.

Sheets C7.01-C7.12: All storm sewer is by gravity flow. Storm Sewer Lines B, C, D, F, and J do not appear to meet this requirement. Please address.

Sheet C7.01: • The “Outlet Structure and Perforated Riser Information” table column references in the Perforated Riser Pipe Detail are incorrect. Please revise. • Please show the incoming flowline elevation at ST-A2 in the Profile view.

Sheet C7.02: APWA 5604.5 requires both crown and fall requirements to be met. ST-B3 appears to now meet both parts of that requirement.

Sheet C7.03: Please show all of Storm Line C in Plan view.

Sheet C7.10: The “Outlet Structure and Perforated Riser Information” table column references in the Perforated Riser Pipe Detail are incorrect. Please revise.

Sheet C7.11: Please show the existing grade line in Storm Line J4 Profile view.

Sheet C7.12: The “Outlet Structure and Perforated Riser Information” table column references in the Perforated Riser Pipe Detail are incorrect. Please revise.

Sheet C8.01: Where are curb cuts on the project? I didn’t see them as I looked at the plans. Please clarify.

Sheet C8.03: Please clarify what structures will be Nyloplast.

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.

Misc.

Will the hydrants surrounding the building be yard hydrants from the buildings fire pump or private city hydrants?

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 a public or private hydrant within 100 feet of the FDC. A yard hydrant cannot supply its own water to the the FDC.

Misc.

Provide public hydrants along Main Street. 12/20/2021- Hydrants are not shown.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

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 the medium-duty pavement that is shown on the fire access lanes will support a minimum of 75,000-pounds.

Misc.

The hydrant loop around the building is from the building's fire pump. These are NOT private hydrants, they are yard hydrants and shall be painted red. Private hydrants after the backflow valve but before before the sprinkler riser and pump shall be painted yellow with a silver top.

Miscellaneous Correction

4" water meter is specified. We recommend you explore using multiple, smaller meters as the cost of the 4" meter plus the required meter pit is prohibitive. All meters larger than 2" require engineered pit design. 4" meter sans pit - $148,643.00 2" meter, pit included - $27,179.42 Please provide the water gpm calculations so that we can help determine the best design solution. 12/21/21 - deferred per request

Miscellaneous Correction

The following is our Code of Ordinance's addition to 2018 IBC Subsoil Drainage. Sec. 7-228. - International Building Code amended; Section 1805.4. Subsoil drainage system. Section 1805.4. Subsoil Drainage System amended to add the following: Where foundations retain earth and enclose habitable or usable space located below grade, drains shall be provided below the floor slab. Drainage tiles, perforated pipe or other approved systems or materials shall be installed at or below the area(s) to be protected; shall be placed with positive or neutral slope to minimize the accumulation of deposits in the drainage system; and shall discharge by gravity or mechanical means to an approved storm water drainage system. The under-slab drainage system shall be installed around the inner perimeter of the area(s) to be protected, or, in a manner that will provide adequate drainage for all area(s) to be protected and is approved by the Building Official. Interior underslab drains installed on uncompacted fill material shall be supported by mechanical means which are adequately tied into the concrete slab to ensure proper drainage throughout the underslab drain(s). Action required: Subsoil foundation drain systems are required by our ordinance. Amend or remove note #3 on sheet C6.05.

Staff understands that the developer has constructed this type of facility in other locations and knows the parking ratio that best fits the proposed use. Before staff can administratively approve an alternate parking plan that does not satisfy or exceed the established UDO minimum requirements, staff will need quantifiable data justifying the request. Past applicants have met this requirement by providing a parking study showing the parking ratio of existing facilities with similar uses and the peak utilization of said lots.

Will there be any ground mounted mechanical equipment? If there will be, please show the location, size, and type of material to be used in all screening of the equipment.

Please label the proposed exterior building materials.

Please provide a detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property.

Please label the building setback lines from streets with dimensions.

Please label the dimension of the driveway width on the west side of the proposed building.

Please label the location of all oil and/or gas wells within the subject property. If none are present please add a note stating such and cite your source.

Please provide a detail for the material to be used in all proposed retaining walls.

Will there be any ground mounted mechanical equipment? If there will be, please show the location, size, and type of material to be used in all screening of the equipment.

If it is available please provide the size, and type of material of all proposed monument or freestanding signs.

Please label the proposed exterior building materials.

Please complete the building & Site Data table on sheet C2.00 to indicate the proposed impervious coverage.

Please confirm that the existing trees that are to be retained to satisfy the landscaping requirements meet the following standards: 1. Evergreen trees shall be at least six feet in height. 2. Deciduous trees shall be a minimum of a two-inch caliper. 3. Trees shall be free from mechanical injuries, insect infestations and disease.

Please provide a detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property.

Parking for warehouse is calculated a 4 per 1,000 sq. ft. of office space plus 1 per 1,000 sq. ft. of storage area. The table on sheet C2.00 seems to only be accounting for the storage space of the proposed building. How much office space will be constructed as part of this project?

You are showing that you wish to build 285 parking stalls and landbank the remaining 159 stalls. Landbanking of future parking spaces may be approved as part of an Alternate Parking Plan approved as part of a final development plan when deemed to be appropriate for the particular development and not in conflict with the best interest of the City. The land area so delineated for future parking shall be brought to finished grade, landscaped and shall not be used for building, storage, loading or other purposes. Upon determination by the Director, City Council or owner that additional parking is needed, the owner shall construct it. As part of the requested Alternate Parking Plan and requested landbanking please submit information justifying your proposed parking numbers.

Informational only: 1. All signs must comply with the sign requirements as outlined in the sign section of the UDO. 2. Any division of land or unplatted piece of property requires platting prior to the issuance of building permits. 3. For any property within two miles of the airport, a Form 7460 shall be completed and submitted to the FAA, and comments received back prior to any construction.

Sheet C8.03: • The City requires a minimum of 6” bedding under all pipe. Please revise the Storm Sewer Trench Detail accordingly. • Where are Nyloplast structures being used on the project? I didn’t see them as I looked at the plans. Please clarify or remove the detail if not used.

Sheet C8.02: • Retaining Wall Notes 1 & 2 appear to be missing information (manufacturer/type, color). • Revise Retaining Wall Note 3 to require licensure in Missouri, not Kansas.

Sheet C8.01: Where are curb cuts and flumes on the project? I didn’t see them as I looked at the plans. Please clarify or remove the details if not used.

Sheet C7.12: • Review references to the “Outlet Structure and Perforated Riser Information” table, as several appear to be off. Please revise as needed. • Please show the water line crossing in Profile view.

Sheet C7.11: • Please include ST-J4 & ST-J4A in the “Structures” table. • Please indicate where the existing grade is located for Storm Line J4 in Profile view. • Please show the proposed rip-rap in Profile view.

Sheet C7.10: • Review references to the “Outlet Structure and Perforated Riser Information” table, as several appear to be off. Please revise as needed. • Please show the proposed rip-rap in Profile view.

Sheet C7.09: • Please label existing and proposed grades in the Profile view. • Please include the “Structures” table for the structures on this sheet.

Sheet C7.07: • Please clarify the information shown at ST-B1 in Profile view. Does “Rim” refer to the top of pipe? • Please show the proposed rip-rap in Profile view. • Please show the two fire line crossings in Profile view.

Sheet C7.05: • It appears that Line D is only for roof drain connections. If so, you could consider reducing the number of structures. Just an observation, not a requirement. • Please label existing and proposed grades in the Profile view.

Sheet C7.03: • All storm sewer is by gravity flow. Please review all lines and revise as necessary to keep the design HGL within the pipe. • Please expand the Plan view to show and label ST-C3. • Please label existing and proposed grades in the Profile view upstream of the Match Line.

Sheet C7.02: • Why is ST-B8 a combination curb/grate inlet? • All storm sewer is by gravity flow. Please review all lines and revise as necessary to keep the design HGL within the pipe. • Please clarify the information shown at ST-B1 in Profile view. Does “Rim” refer to the top of pipe? • The minimum 0.5’ fall through the ST-B2 is not met. Please revise. • The crown of the pipe entering is not at or above the crown of the pipe exiting ST-B3. Please revise.

Sheet 7.01: • Review references to the “Outlet Structure and Perforated Riser Information” table, as several appear to be off. Please revise as needed. • Please show the incoming 8” PVC pipe information at ST-A2 in the Profile view. • Compacted backfill hatching is shown in the Keynote Legend. Please show the hatching in this and all pipe profiles as appropriate. • Storm Structure Note 1 refers to the roof drain information as “future” but it needs to be included in this plan set. Please revise as needed throughout the plan set.

Sheet C6.06: Please revise Sanitary Sewer Keynote 1 accordingly.

Sheet C6.05: Please revise Note 5 and the Tee Orientation and Riser Detail, they each reference the Unified Government.

Sheet C6.0-C6.04: • Please clarify the connection of the fire line loop to the fire line entering the site from the public main. As shown, the loop does not look to actually connect to the lines between the main and the building. • Please include pipe profiles for ALL lines greater than 6” diameter throughout the plan set, regardless of the type of utility. • Revise the Sanitary Sewer Service notes to reflect the proposed public sanitary sewer extension being changed to private. • Relocate the water meter to be within the public easement as specified in Design and Construction Manual Section 6101.I. • Tapping sleeves are not allowed. Please show the connection to the existing water main to be be by tee. In this case, wouldn’t it make sense to show installation of the proposed tee with the construction of the relocated public main? This set of plans can then show connection to the tee. • The use of a 4” water meter is very unusual. The City recommends the use of multiple smaller meters. • Keynote W3 is shown pointing to the domestic line between the main and the building. Please revise.

Sheet C5.06: Please note that City approval is only a “check” to verify the typical design components are included and that the design is signed/sealed by an appropriate design professional licensed in the State of Missouri.

Sheets C5.0-C5.04: The maximum slope allowed is 3:1. It appears that there are areas shown on the grading plans that exceed this slope. Please revise as needed.

Sheet C4.03: Please revise the south connection to the public street to be the same as the north connection.

Sheet C4.01: Please revise “Detention Easement” to match the easement name used on the Plat. This comment applies to all easements throughout the plan set.

Sheet C4.0: • Please extend the sidewalk south along the entire platted street frontage. • “Dry” curb and gutter is shown in the Dimension Plan Legend, but it doesn’t seem to be shown in Plan view. Please clarify. Revise as needed throughout the plan set. • The asphalt pavement hatchings don’t match the Plan view. Please reconcile. Revise as needed throughout the plan set.

Sheet C3.0: Please include a note clarifying that the Geotechnical Report governs only if it meets or exceeds City requirements. These pavement designs do exceed the City requirements, it just needs stated.

Sheet C2.0: Please complete the Building & Site Data table, the bottom half is missing information.

Sheet C1.00: • Please review the Erosion and Sediment Control Notes. They include references to Overland Park, Unified Government, and Kansas. Please revise accordingly. • There has been a public sanitary sewer main extension plan set submitted to serve this project. Since the existing public main is on the property, no public extension will be constructed. All sanitary sewer lines constructed with this project will be private. Since the line connecting to the existing is 8”, connection will be made by the addition of a manhole. Please remove Sanitary Sewer Note 13 and revise throughout the plan set accordingly.

Sheet C0.1: Please add “Final Development Plan” to the project title.

General: • Please submit an Engineer’s Estimate of Probable Construction Costs. • Please include the proposed public sanitary sewer extension plans in this FDP plan set as a part of the private sanitary sewer plans.

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.

Misc.

Will the hydrants surrounding the building be yard hydrants from the buildings fire pump or private city hydrants?

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 and a city (public/private) fire hydrant within 100 feet.

Misc.

Provide public hydrants along Main Street.

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. The designed infrastructure shall be capable of providing the fire flow required by IFC Table B105.1(2). LS Water Utilities can assist with modeling.

Hazmat

IFC 105.6.20 - A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2018 International Fire Code. Action required-Provide a Hazardous Material Inventory Statement and a completed Hazardous Materials Permit Application as soon as it is know what commodities will be stored or utilized in the building, including propane for forklifts.

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 the medium-duty pavement that is shown on the fire access lanes will support a minimum of 75,000-pounds.

L1.01 and L1.02 - Please confirm sight distance is adequate. There is a note indicating sight triangles at the driveways but no triangles are drawn.

Miscellaneous Correction

4" water meter is specified. We recommend you explore using multiple, smaller meters as the cost of the 4" meter plus the required meter pit is prohibitive. All meters larger than 2" require engineered pit design. 4" meter sans pit - $148,643.00 2" meter, pit included - $27,179.42 Please provide the water gpm calculations so that we can help determine the best design solution.

Miscellaneous Correction

The following is our Code of Ordinance's addition to 2018 IBC Subsoil Drainage. Sec. 7-228. - International Building Code amended; Section 1805.4. Subsoil drainage system. Section 1805.4. Subsoil Drainage System amended to add the following: Where foundations retain earth and enclose habitable or usable space located below grade, drains shall be provided below the floor slab. Drainage tiles, perforated pipe or other approved systems or materials shall be installed at or below the area(s) to be protected; shall be placed with positive or neutral slope to minimize the accumulation of deposits in the drainage system; and shall discharge by gravity or mechanical means to an approved storm water drainage system. The under-slab drainage system shall be installed around the inner perimeter of the area(s) to be protected, or, in a manner that will provide adequate drainage for all area(s) to be protected and is approved by the Building Official. Interior underslab drains installed on uncompacted fill material shall be supported by mechanical means which are adequately tied into the concrete slab to ensure proper drainage throughout the underslab drain(s). Action required: Subsoil foundation drain systems are required by our ordinance. Amend or remove note #3 on sheet C6.05.