Lee's Summit

DE C&O #11 Pavement Thickness

Private parking lots shall follow Article 12 of the Unified Development Ordinance for pavement thickness and base requirements.

DE Contact Field Eng. Inspector

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

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. $3,664.05

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.

An executed offsite drainage easement at the Flared end section is required prior to substantial completion.

Include a drainage map in the stormwater study. Correlate the map and labels in the study to those in the plan set.

In the stormwater study as submitted, it is impossible to compare the drainage patterns and quantities pre- and post-development and to compare the flows included in the summary to those in the attached tables. Please clarify.

Include an Engineer's Estimate of Probable Construction Costs.

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. For information only.

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. For information only.

Fire Lane Required

IFC 503.1.1 - Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exception: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where: 1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Corrected per electronic submittal of 2/19/2018.

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.

Fire Lane Required

IFC 503.1.1 -Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility.Exception: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where: 1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Fire department access is exceeded. Indicate how this condition will be met.

APWA Erosion & Sediment Control standard details ESC-1 and ESC-14 are referenced, but not included. ESC-3 is included twice.

Revise the Type B ramp spot elevation detail to include detectable warnings and clearly show the turning space with slopes not greater than 1.5% in all directions.

Detectable warnings are only required on the Type B ramp. Sheets 1 & 2 show all of the ramps with the warnings. Please revise.

Include a drainage map in the stormwater study. Correlate the map and labels in the study to those in the plan set.

In the stormwater study as submitted, it is impossible to compare the drainage patterns and quantities pre- and post-development and to compare the flows included in the summary to those in the attached tables. Please clarify.

Include an Engineer's Estimate of Probable Construction Costs.

MECHANICAL EQUIPMENT. Staff understands that no mechanical equipment is shown on the building elevations or site plan as part of the final development plan submittal. At the time mechanical equipment is installed, screening shall be required to be provided in accordance with Section 7.180.E and F of the UDO. This comment is for informational purposes and does not require any action at this time.

MECHANICAL EQUIPMENT. No mechanical equipment is shown on the building elevations or site plan as part of the final development plan submittal. At the time mechanical equipment is installed, screening shall be required to be provided in accordance with Section 7.180.E and F of the UDO. This comment is for informational purposes and does not require any action at this time.

LANDSCAPE PLAN. Revise the size of the proposed Eastern White Pine. The trees are listed as 3" caliper. To meet minimum requirements, the trees shall be a mininum 8' in height at the time of planting.

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 .

Fire Lane Required

IFC 503.1.1 -Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility.Exception: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where: 1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Fire department access is exceeded.

APWA Erosion & Sediment Control standard details must be included in the plan set, not just referenced.

Label all ADA accessible sidewalk ramp slopes and include detectable warnings for the Type B sidewalk ramp.

Include notes for sawcutting and removal of any existing curb & gutter and asphalt required for driveway and curb inlet construction.

Show riprap at the end section throughout the plan set.

Include a drainage map in the stormwater study. Revise the Scenarios for clarity. The scenario included in the previous submittal was much easier to read. Correlate the labels on the drainage map in the plan set with the drainage map and scenarios in the report.

Sidewalk is required along both SE Broadway Dr and SE Kingspoint Dr frontages. Include site specific ADA accessible sidewalk ramp design as well as standard details.

STREET NAME. Revise Kingsport to Kingspoint.

RIGHT-OF-WAY. Label the ROW width and centerline.

PAVEMENT DETAIL. The pavement detail for asphalt on Sheet 2 does not meet the UDO design requirements. See Section 12.120.F. Also, call out the limits of light duty vs heavy duty asphalt pavement used on the site, if both types of aphalt will be used.

DRIVE AISLE WIDTHS. The two curbed islands on the west side of the building shall be pulled back to allow a minimum 24' of pavement width (excluding curb and gutter) for two-way north-south traffic through this aea of the parking lot. The pavement width currently measures 22.5' (excluding curb and gutter).

PARKING SPACE CALCULATIONS. Standard rounding practices are used to determine the minimum number of required parking spaces. Based on the listed building square footage and listed uses dedicated to said square footage, only a total of 26 parking spaces are required (19 - office + 7 - warehouse). Two spaces may be removed if you choose.

ADA SIGN DETAIL. Correct the sign detail on Sheet 8 to read the mounting height of the sign shall be 5' MAX. It is mistakenly labeled as 5' MIN.

BUILDING ELEVATIONS. Correct the orientation labels on Sheet A201. Elevation 1 is the east elevation, not west. Elevation 2 is the south elevation, not north.

4-SIDED ARCHITECTURE. 4-sided architecture is required for industrial buildings. There are no horizontal or vertical design elements on both the east and south elevations to break up the large expanses of wall.

MECHANICAL EQUIPMENT. Show the location of ground-mounted and/or roof-mounted equipment to be used for the building. Ground-mounted equipment shall be shown on the civil drawings; roof-mounted equipment shall be shown on the architectural drawings. Provide screening detail for the mechanical equipment in compliance with Sections 7.180.E and F of the UDO.

WALL LIGHTING. Show the location of all proposed wall-mounted lighting on the building elevations to the extent possible. Provide specifications for all wall fixtures for staff to review for compliance with Section 7.260 of the UDO.

PARKING LOT LIGHTING. Parking lot lighting shall be provided in conformation with Section 7.250 of the UDO. Provide fixture specifications for staff to review for compliance.

PHOTOMETRIC PLAN. A photometric plan shall be provided for the site per the requirement of Section 7.230 of the UDO.

ARCHITECTURAL COLOR PALETTE. Label the proposed colors for all exterior building materials.

SIDEWALKS. 5' sidewalks are required along both SE Broadway Dr and SE Kingpoint Dr.

Please revise the street name to the north from "Kingsport" to "Kingspoint" throughout the plan set and Storm Water Drainage Report.

Revise the proposed curb inlet to have a 10" throat per Std Detail STM-1.

The drop thru the storm structure does not meet the required minimum. Please revise.

Please refer to the pipes entering and exiting the curb inlet consistently, either both by diameter or both by direction.

Revise the silt fence layout per Std Detail APWA ESC-03.

Include inlet protection on the erosion control plan.

Include detention basin details, outlet structure design, etc. in the plan set.

Update SAN-1 to the current version, replace the curb detail with GEN-4 and include standard details for erosion control, entrances, and storm sewer items.

Please revise the Storm Water Drainage study to include information regarding how the 40-hour extended detention requirement is being met.

Submit the SWPPP and the Engineer's Estimate of Probable Construction Costs.

Sidewalk is required along both SE Broadway Dr and SE Kingspoint Dr frontages. Include site specific ADA accessible sidewalk ramp design as well as standard details.

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. For information only.

Fire Lane Required

IFC 503.1.1 -Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility.Exception: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where: 1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Provide a fire lanr

Misc.

Additional fire protection may be required depending on use, please clarify. IFC 903.2.9 Group S-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy where one of the following conditions exists: 1. A Group S-1 fire area exceeds 12,000 square feet (1115 m2). 2. A Group S-1 fire area is located more than three stories above grade plane. 3. The combined area of all Group S-1 fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2). 4. A Group S-1 fire area used for the storage of commercial trucks or buses where the fire area exceeds 5,000 square feet (464 m2). 5. A Group S-1 occupancy used for the storage of upholstered furniture or mattresses exceeds 2,500 square feet (232 m2). 903.2.4.1 Woodworking operations. An automatic sprinkler system shall be provided throughout all Group F-1 occupancy fire areas that contain woodworking operations in excess of 2,500 square feet in area (232 m2) which generate finely divided combustible waste or which use finely divided combustible materials.

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. The parking lot shall be heavy duty asphalt/concrete capable of supporting 75,000-pounds