Lee's Summit

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

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

DE Corps of Engineers

A US Army Corps of Engineers permit shall be obtained prior to issuance of any infrastructure or building permits.

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. $39,185.02

Lee's Summit Floodplain Development Permit required prior to issuance of any type of 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

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

DE Corps of Engineers

A US Army Corps of Engineers permit shall be obtained prior to issuance of any infrastructure or building permits.

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. $37,900.91

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.

A Floodplain Development permit shall be obtained prior to issuance of any infrastructure or building permits.

Please submit an Engineer's estimate of Probable Construction Costs.

Please submit the stormwater waiver request on the City's form, provided under separate cover, for signature.

The vacation of easement shall be approved and recorded prior to the issuance of a building permit.

Prior to the issuance of any occupancy the existing pole sign shall be removed.

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.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Note- The Knox box is to be located 6' AFF over the FDC. The gate may have a knox key switch. Both products may be ordered at Knoxbox.com.

Sheet CE3: • Design and Construction Manual Section 5608.5.B.1 requires 2% slope on turf bottomed detention basins. Please revise. • Design and Construction Manual Section 5608.4.F.1 requires the emergency spillway crest elevation to be 0.5 feet or more above the maximum water surface elevation in the detention facility attained by the maximum design storm, in this case the 100-year WSE. Please revise to meet this requirement.

Sheet CE4: • Pipe profiles are required for all pipes greater than 6 inches in diameter. • An end section is required at the outlet of the 12” downspout collector pipe system.

Sheet CE6: • Curb and gutter is required along the north edge of the parking lot. Please revise. • Include a detail on this sheet or elsewhere in the plan set that shows all elevation points on the ADA-accessible ramp as well as length and slope for each ramp panel. An example can be provided if needed.

Detention and Water Quality Calculations: • The study submitted does not follow the City’s Stormwater Report Requirements in organization or content presented. Please refer to the document and revise the study accordingly. The document is on the Development Services section of the City’s website. • Any portion of the City’s stormwater and detention requirements that can’t be met will require a waiver request. • I realize you’re an out of town engineering firm, but a meeting in our office would probably facilitate this discussion. Please contact me to schedule.

The vacation of easement shall be approved and recorded prior to the issuance of a building permit.

Prior to the issuance of any occupancy the existing pole sign (if it's still existing), shall be removed.

Revise the cover sheet, fifth paragraph under General Notes. The current district IS correct, but please reference the correct zoning district which is "Planned Industrial".

The proposed evergreen shrubs proposed for screening of the condensing units shall be up to the height of the units they are to screen at the time of planting.

The CG-1 curbing notation/label is missing from the north portion of the drive entry area from the entry point to the length of the property to the west. Please revise.

Can you confirm the proposed shade trees: black gum, yellowood, american hornbeam are considered ornamental?

Please note the vinyl fence will be white as that is what was shown on the approved preliminary development plan.

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.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Note- The Knox box is to be located 6' AFF over the FDC. The gate may have a knox key switch. Both products may be ordered at Knoxbox.com.

Cover Sheet: Revise the water and sanitary sewer contacts to Water Utilities Department at 1200 SE Hamblen Road, Lee’s Summit, MO, 64081.

Sheet CE2: • Revise the Ditch Check to a type included in the APWA ESC Standard Details for Ditch Checks. • Provide information, such as a spec sheet, on the erosion control mat specified.

Sheet CE3: • The bottom of the detention basin appears to be less than 2%. Please ensure that water is able to get from inflow to outflow without causing standing water. • Please label the 100-yeqr floodplain boundary. • The detention basin spillway design does not meet minimum freeboard requirements. Please revise.

Sheet CE4: • Indicate the sanitary sewer connection will be made with a cut-in wye. • Show the specific water meter location, including dimension from right-of-way line, and include the size. • Provide verification that Structures 2B & 2C meet the City’s requirements for distance between pipes and between pipes and corners.

Sheet CE5: • The pipe lengths don’t match stationing distances. Please clarify. • It appears that the Line 2 drop through Structure 2B and the location of the Structure 2C incoming pipe relative to the outgoing pipe don’t meet Section 5604.5 of the Design and Construction Manual. Please revise. • Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” • Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.

Sheet CE6: • Please clarify the heavy duty and standard duty pavement sections. • An ADA-accessible ramp is required at the driveway. All ADA-accessible ramps and ADA-accessible ways must have a specific detail associated with them. Please show the locations of these features, and provide a call-out on the plan view with a specific reference to the sheet number and detail number. • The specific details of these features 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 CE 7: • The “6” PCC Barrier Curb and Gutter Cross Section (Alternate)” detail shows an asphalt pavement section. Please revise. • Pavement base is required to extend one (1) foot beyond the back of curb. Depict this either on the pavement sections or in a separate graphic. • Label the standard pavement sections to match the terminology on the site plan.

General: • Include the Fire Hydrant standard detail. • Submit an Engineer's Estimate of Probable Construction Costs. • Include the storm sewer calculations in the plan set. • Comments on the stormwater report will be sent under separate cover.

Miscellaneous Correction

Provide the resubmittal in electronic format. Can the elevations (at least in electronic) format be in color?

A vacation of easement shall be approved and recorded prior to the issuance of a building permit.

Confirm if the pole sign has been removed.

All sign permit shall be submitted for review to the Development Services Department prior to installation.

Once digital color elevations are submitted, staff would like to re-review the elevations.

Revise the cover sheet, fifth paragraph under General Notes. The current zoning district is PI, not CP-2.

Revise the Utility Company information for Natural Gas and Water. The Water should reference Water Utilities and their new address.

Has a DNR permit # been determined yet? (last note on cover sheet).

Heavy duty pavement for fire lane areas is required, please revise. Staff is determining if the proposed pavement details meet UDO/DNC standards.

It appears ground mounted units are proposed. Can the location of condensing units be relocated? Screening either landscaping or a masonry wall is required. Please revise.

The accessible maximum height measured from grade to bottom of sign is 5' maximum, revise the detail on Sheet CE8. Note the sign type of Lee's Summit is R7-8, this sign has a white background and green border.

Please note the color of the vinyl fence on sheet CE6, letter K and provide detail on Sheet CE8.

Clarify the drive aisle width at the entry area. The minimum width (excluding curb and gutter), is 24'. Does the dimension shown include a portion of the curb?

All larger shade trees should be switched to an ornamental variety, this seems to effect many of the tree species along the frontage and could be in other places.

Provide a note that the proposed windows will be opaque.

Provide the manufacturer's specifications for the proposed wall pak lighting.

Specify domestic water pipe size/material and size of water meter.

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 2012 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: This requirement is not met. Relocate the hydrant on the north side of the entrance drive to the south side.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Action requried: The aarae around the building shall be posted.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Action required: A knox key switch for the gate and knox box for the building are required.

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: The pavement around the building shall be heavy duty asphalt/concrete capable of carrying a 75,000-pound apparatus.