Lee's Summit

Miscellaneous Correction

Light pole base detail required prior to inspections. Action required: Comment is informational. Seed comments to building permit submission.

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.

DE Commercial Detention Basin

The applicant shall submit and the City shall accept an “As-built / As-graded” detention basin plan prior to issuance of any occupancy permit for the proposed development.

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 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)), water tap and meter setup fee, and sanitary sewer development 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. $71,427.02.

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 Commercial Detention Basin

The applicant shall submit and the City shall accept an “As-built / As-graded” detention basin plan prior to issuance of any occupancy permit for the proposed development.

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 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)), water tap and meter setup fee, and sanitary sewer development 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. $71,427.02.

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

Light pole base detail required prior to inspections. Action required: Comment is informational. Seed comments to building permit submission.

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.

Please break up the flat roof line on the south façade by increasing the height of the brick parapet wall to above the corrugated metal parapet wall.

DE Commercial Detention Basin

The applicant shall submit and the City shall accept an “As-built / As-graded” detention basin plan prior to issuance of any occupancy permit for the proposed development.

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 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)), water tap and meter setup fee, and sanitary sewer development 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. $71,427.02.

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.

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 distance to the FDC from a hydrant now exceeds 100 feet. Place the FDC on the north side of the building (NW corner) to reduce the distance closer to 100'. Verified on construction documents. 4/10/2023- The size of the building has been reconfigured and will no longer be rerequired to be sprinklered.

Miscellaneous Correction

Light pole base detail required prior to inspections. Action required: Comment is informational. See comments to building permit submission.

Buildings shall incorporate four-sided architecture. Horizontal and vertical elements shall extend completely around the building and utilize the same or similar materials on all building facades. Horizontal breaks shall be provided on all sides of buildings to provide architectural relief and may include bands of accent color, brick course variances in color or placement, i.e., soldier course bricks for bands of different texture, windows, cornices, wall protrusions, horizontal belt courses, etc. Vertical breaks shall be provided on all sides of buildings to provide architectural relief. By removing the offsets on the south façade, you have created a long expanse where the wall is flat and has no wall protrusions, or vertical breaks. This gives a back-side presentation along the highly visible MO-150 corridor. Please update the south façade to meet the required minimum architectural characteristics of Sec. 8.120 & Sec. 8.180.

DE Commercial Detention Basin

The applicant shall submit and the City shall accept an “As-built / As-graded” detention basin plan prior to issuance of any occupancy permit for the proposed development.

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 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)), water tap and meter setup fee, and sanitary sewer development 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. $71,427.02.

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.

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 distance to the FDC from a hydrant now exceeds 100 feet. Place the FDC on the north side of the building (NW corner) to reduce the distance closer to 100'. Verified on construction documents.

Miscellaneous Correction

Architectural/structural/mep plans were not reviewed during this process. Action required: Comment is informational.

Plans: • Please include a Profile view for Stormwater Line 5 (Structure 4 to 5). • Please include stormwater structure sizes as appropriate throughout the plan set. • The Fire Protection Plan no longer matches the rest of the plan set with the removal of the private FH.

Engineer’s Estimate: • The reconcile the following discrepancies between the plans and the estimate: o Fire 6” Bend – Plans show 4 each, estimate shows 3 each. o Water 2” Copper – Plans show 1.5”, estimate shows 2”. • Please clarify the estimate: o Stormwater structures separated by type and size, rather than lumped together as a single item. • Please include the following items: o Sanitary 8” piping. o 2” PVC (vault drain). o Connection to Existing curb inlet. o ADA Ramps (EA) separate from sidewalk square footage. o ESC items separately, rather than as a LS item SWPPP. o Gate valves.

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

Architectural/structural/mep plans were not reviewed during this process. Action required: Comment is informational.

Submit an Engineer's Estimate of Probable Construction Costs that includes a comprehensive list of items included in this plan set along with associated unit costs.

Sheet C6.0: Please confirm that there will be no backflow preventer in the building as this is highly unusual.

Sheet C7.0: Many ADA ramp slopes do not meet the design requirements included in Design and Construction Manual Section LS5300. Please revise.

Miscellaneous Correction

Architectural/structural/mep plans were not reviewed during 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.

Sheet C-3.0: • One of the Keyed Note 5 references points to the location where the existing entrance was removed. Please revise to Keyed Note 34, since curb and gutter replacement is required. • Detectable warnings are not required for public ADA ramps at private entrances. Please remove. • A site-specific design is required for each of the four (4) ADA ramps at the entrances. Please refer to Design and Construction Manual Section LS5304.8 for a list of design information required and Table LS-5 for design requirements. • The proposed public water main extension is located in the public right-of-way, not in an easement. Please remove the easement lines on this sheet and throughout the plan set.

Sheet C-5.2: • Please differentiate the HGL in Profile views by revising the line type for clarity. • The storm sewer design does not include the required fall across structures, as shown in Design and Construction Manual Section 5604.5. Please revise. • There appears to be an unlabeled structure draining to Curb Inlet 4, which in turn drains to MH 5. This line is not included anywhere. Please revise. • Please include separation information in both Profile views where the storm sewers cross near Curb Inlet 2.

Sheet C-6.0: • It appears that the Keyed Note reference for the FH is in error. Please revise. • Please revise the domestic and fire lines o Only the fire line requires the backflow vault. The domestic line is separate. o The backflow vault needs to be located within 5’ of the R/W line, on the private side. o The water meter needs to be located in the R/W within 1’ of the R/W line. o Please include information regarding connection to the existing sanitary. o There is a note near the existing sanitary that is cut off. Please relocate for clarity. o The edge of the wye must be located a minimum of 4’ from the outer edge of the MH. Please dimension.

Sheet C-7.0: • The asphalt surface mix type specified is not an allowable type for a parking lot surface. Please refer to Design and Construction Manual Section 2205.4.B for allowable types and revise accordingly. • The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.

Sheet C-7.6: The Outlet Control Structure detail references FLDOT MH. It would seem that referencing a Lee’s Summit Junction Box would be more appropriate. Please revise.

Final Stormwater Management Report: • The pond data includes a Weir Length of 2.90. The plans show a weir opening of 4’ on Sheet C-7.6. Please reconcile or explain. • Does the Pond Data Stage/Storage/Discharge Table exceed the underground detention basin inside top elevation and therefore exceed the capacity? Please clarify. • Where is the required detention volume shown in the report?

Miscellaneous Correction

Architectural/structural/mep plans were not reviewed during this process. Action required: Comment is informational.

Miscellaneous Correction

1.5" water tap not an available option. Action required: If meter is 1", it will have a 1" tap. If meter is 1.5", it will be 2".

Miscellaneous Correction

Water meter size not found. Action required: Specify size of water meter.

Miscellaneous Correction

Irrigation plan incomplete. Specify the following: - Size and location of water meter. - Location and type of backflow preventer. (meter not required if irrigation tap is downstream from domestic meter)

Miscellaneous Correction

Site lighting design incomplete. Action required: Provide light pole base detail.

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.

General: • The public improvements associated with this project must be in a separate set of plans. In this case, the water line extension and the turn lane design may be included in one combined set. The plan set should include all design information required to construct the work correctly, must contain all applicable City standard details, and must reference City specifications as needed. • For information, the following 2 comments apply to the water line expansion and should be addressed with that submittal: o Only 2 valves are required at a tee for a water main connection. Please remove one of the valves shown on the existing water main at the west connection point. o Please clarify the connection to the existing water main at the east connection point. Our records indicate that there is a blow-off assembly which will need to be removed. The main will then be extended. Please clarify the requirements. • Platting is required. Please submit a minor plat application and plat for review and approval. • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Please add a note stating that "...all construction shall follow the City of Lee's Summit Design and Construction Manual as adopted by Ordinance 5813. Where discrepancies exist between these plans and the Design and Construction Manual, the Design and Construction Manual shall prevail.” • Please add a note 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.”

Sheet G0.0: Revise “NWQ” to “NEQ” in the project title.

Sheet G0.1: Prototype General Note 4 indicates this set of plans is not authorized for jurisdictional review/approval. Please clarify, as the plan set was submitted for that purpose.

Sheet C-1.0: • Revise the project title to reflect that this is a Final Development Plan. • The effective date of the FIRM is 1/20/17. Please revise the Flood Information accordingly.

Sheet C-3.0: • Please provide a keyed note reference at the proposed sidewalk connection to the east. • A turning space is required at the west sidewalk connection. If the existing sidewalk doesn’t meet the slope requirement of 1.5% maximum in any direction, the existing sidewalk must be removed and replaced in order to meet this requirement. • Keyed Note 35 references a MoDOT detail. Please revise to reference the City’s standard details on this note and on all detail references throughout the plan set. • Please revise keyed note 5 to include “Type CG-1” as the curb and gutter required.

Sheet C-5.0: The specific details of ADA ramps must include, at a minimum, the design details specified in Section 5304.8 of the Design and Construction Manual. Elevation call-outs, although required, are not sufficient. Other design details specified in this section are required, including slope call-outs which comply with the criteria listed in Table LS-5, and section views specified in 5304.8.

Sheet C-6.0: • Label the water line extension as “By Separate Plan” or similar and show as information only. Remove all construction labels from this set of plans. • Please specify all pipe materials including, if appropriate, the class on this sheet and throughout the plan set. • Connection of the fire line to the water main shall be by connection to the tee that will be installed with the public water main extension. Please revise keynote 22 accordingly. • Label the proposed FH and relocate the leader for keyed note 13 near the FH valve. • Show the location of the backflow vault in Plan view. Locate as required by Design and Construction Manual Section 6901.H.3. The location will be verified once all proposed easements are known. • Include how the backflow vault is to be drained. See the City’s standard detail for requirements. • Locate the water meter as required by Design and Construction Manual Section 6901.L. The location will be verified once all proposed easements are known. • Include domestic water meter size. • Include a water meter on the irrigation line. Specify size and locate per City requirements.

Sheet C-6.1: • Please revise the sanitary sewer connection to match the Preliminary plan. Extend the sanitary line slightly so that the cut-in wye connection will be clear of the storm sewer. • Profiles for pipe 6” or less are not required by the City. They can be included, they just aren’t a City requirement. • The CO numbers don’t match between the Plan and Profile views. • The CO5 label covers a portion of the CO4 label in the Profile view. Please relocate overlapping text for clarity. • Including a MH for a service line change in direction is not required by the City. It can be included, it just isn’t a City requirement.

Sheet C-6.2: • Include a Keyed Note list if the labels are going to be used in Plan view. • Please clarify what lines are roof drain lines. Include material type and size, and enough information to construct correctly. • Include the invert elevation out of the existing curb inlet in Profile view. • The existing storm sewer structure is a curb inlet, not a MH. Please revise the plans as needed. • Where does water collecting in Curb Inlet 4 drain to? Please clarify. • Does MH 3 discharge into the underground detention basin? • What is the symbol to the left of MH 5 in Plan view? • Are all drainage entrance points required to be into the isolator row? It doesn’t appear that the Plan view matches to detention basin sheet. • Include the Roof Drain flowline into Curb Inlet 6 in Profile view. • Include the design HGL in Profile view. • Include storm sewer calculations in the plan set. • Please include the specific outlet structure design, with elevations. Include 100-year WSE, WQv WSE, detention volume required, and detention volume provided.

Sheet C-7.0: • Please revise the pavement design to meet or exceed UDO Section 8.620. As shown, the pavement sections do not meet those requirements. MoDOT specifications are not the governing specifications, nor is the Geotechnical report. You may submit a Design Modification request for alternate pavement sections for review and approval of the City Engineer if desired. • The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb. • Please use City standard details. • Include the City’s standard detail for the entrances. Remove all details not being used.

Sheet C-7.4: • Please revise the sheet name to indicate it is the detention basin details. • The maximum stone void allowed by the City is 30%. Please revise the detention basin design accordingly.

Sheets C-9.0-10.1: Please revise to an provide erosion and sediment control plan for the 3 phases of construction (pre, during, post). Include the APWA standard details as included in the Design and Construction Manual.

Stormwater Management Report: • Revise “Preliminary” to “Final” in the title. • Please revise “detention basin” to “underground detention basin” in General Information paragraph 2 for clarity. • Revise the FIRM information in General Information paragraph 3. • The existing storm sewer structure that this storm sewer system discharges into is a curb inlet, not a MH. Please revise this reference in Existing Conditions Analysis paragraph 1 and several other locations throughout the report.

Sheet E1.1 – The electrical site plan seems to depict a different location. Please update this to reflect the subject site.

Sheet E1.2 – The photometric plan seems to depict a different location. Please update this to reflect the subject site.

Sheet F0.1 – The site plan seems to depict a different location. Please update this to reflect the subject site.

Please provide the manufacturer’s specification sheets for proposed exterior lighting to include both parking lot pole mounted and wall mounted fixtures. The specification sheets shall indicate the exact fixture to be used.

Sheet A2.1 & 2.2 – On the elevations, please show a dashed line indicating the roof line and rooftop mechanical equipment.

Sheet C3.0 – In the site data table please include parking data, number of required and proposed parking spaces.

Sheet C3.0 & C3.1 – The rezoning for this property from AG to CP-2 was approved by City Council on 5/31/22. Please update the table to reflect this change. Please update through the plan sent as needed.

Sheet L1.0 – Please update the landscaping plan to meet the following minimum plant sizes and conditions to be used in satisfying the UDO landscaping requirements: • Medium shrubs, 18- to 24-inch balled and burlapped or two-gallon container. • Large shrubs, 24- to 30-inch balled and burlapped or 5-gallon container. • Deciduous trees shall be a minimum of three-inch caliper, measured at a point 6 inches above the ground or top of the root ball, at planting. • Evergreen trees shall be a minimum height of eight feet at planting

Please provide a completed landscaping worksheet.

Sheet L1.0 – Please add a note stating that all open areas not covered with other materials shall be covered with sod.

A CG-1 concrete curbing type is required around all parking areas and access drives in office, commercial and industrial districts. The use of curb blocks in parking areas is prohibited, except at the head of accessible parking spaces when they are adjacent to a pedestrian walkway with no raised curb. Please update the plans to reflect these requirements.

Sheet C7.0 depicts a curb type that is not approved. Please provide a standard detail for the CG-1 curb type.

Sheet 3.0 - Please label the plans with the proposed curb type.

Sheet C7.0 – The bottom of the lowest required ADA parking signage shall not exceed 5’.

As this property is unplatted, it requires platting prior to the issuance of building permits.

Wall-mounted mechanical equipment, except air conditioning equipment (e.g., window AC units), that protrudes more than six inches from the outer building wall shall be screened from view by structural features that are compatible with the architecture and color of the subject building. Wall-mounted mechanical equipment that protrudes six inches or less from the outer building wall shall be designed to blend with the color and architectural design of the subject building. Is there any wall-mounted mechanical equipment being proposed?

All transformers and other facilities and equipment, including telecommunications equipment, shall either be screened through the use of architectural materials compatible with the architectural materials present on the site or, alternatively, through landscape screening. The proposed landscaping around the transformer seems to be inadequate. Such screening shall be adequate to completely screen such facilities from all rights-of-way. Please update the landscaping plan to meet this requirement.

All refuse facilities, including new refuse facilities placed on an existing development, shall be large enough to accommodate a trash dumpster and shall be completely screened from view of public streets and adjoining nonindustrial zoned properties by screening on three sides by a minimum six-foot masonry wall surrounded by evergreen landscaping. The proposed landscaping seems to be inadequate. Please update the landscaping plan to meet this requirement.

Per the Sustainability requirements of the M-150 Corridor Development Overlay District, all new buildings shall incorporate a minimum of three of the following features: • Solar (passive or active), wind or geothermal renewable energy systems; • Energy-efficient materials, including recycled materials that meet the requirements of this Code; • Materials that are produced from renewable resources; • A green roof, such as a vegetated roof, or a cool roof; • Materials and designs that meet the U.S. Green Building Council's LEED-NC certification requirements; • A greywater recycling system; • Electrical vehicle charging station; • Xeriscape or water-conserving landscape materials; • Drip irrigation system for landscaped areas; • Shared parking; • Shade structures, covered parking, or shaded walkways. Please provide details on how you are meeting this.

Miscellaneous Correction

Architectural/structural/mep plans were not reviewed during this process. Action required: Comment is informational.

Miscellaneous Correction

1.5" water tap not an available option. Action required: If meter is 1", it will have a 1" tap. If meter is 1.5", it will be 2".

Miscellaneous Correction

Water meter size not found. Action required: Specify size of water meter.

Miscellaneous Correction

Irrigation plan incomplete. Specify the following: - Size and location of water meter. - Location and type of backflow preventer. (meter not required if irrigation tap is downstream from domestic meter)

Miscellaneous Correction

Site lighting design incomplete. Action required: Provide light pole base detail.

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.