Review Type |
Outcome |
Est. Completion Date |
Completed |
Fire Review
|
Corrections
|
04/01/2025
|
04/11/2025
|
|
Mike Weisenborn
|
|
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
Paved access and all hydrants shall be installed and operable prior to bringing combustible materials on site or going vertical with combustible construction.
|
|
Water Supply
Corrective Action Required
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.
Confirm available fire flow per Table B105.1(2) . only a 50% reduction is allowed for having a sprinkler system. The minimum required flow for the most demanding use is 4,000-gallons/min for 4 hours (344,995 SF of V-A construction). Consult with Water Utilities to confirm Water Model will support this.
Mike Weisenborn 12/18/2024 9:17 AM - I have sent a request to Water to have this modeled.
|
|
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 FDC(s) not shown for the north riser.
|
|
Miscellaneous Correction
The access barrier to the fire lane shall be a drop down bollard or a swing gate with a Knox padlock.
Provide a detail for the bollard.
|
|
|
Planning Review
|
No Comments
|
04/01/2025
|
04/01/2025
|
|
Hector Soto Jr.
|
|
Miscellaneous Correction
Corrective Action Required
Based on previous discussions, there may be changes to the podium uses and elevations in the future. Any change will need to be submitted for review and approval.
|
|
|
Engineering Review
|
No Comments
|
04/01/2025
|
04/01/2025
|
|
Sue Pyles, P.E.
|
|
DE Contact Field Eng. Inspector
Corrective Action Required
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
Corrective Action Required
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.
|
|
|
Building Codes Review
|
Approved with Conditions
|
04/01/2025
|
03/25/2025
|
|
Mike Weisenborn
|
|
Miscellaneous Correction
Corrective Action Required
Provide complete retaining wall design. Must be sealed/signed by engineer.
12/13/2024 - deferred per request
|
|
|
Traffic Review
|
No Comments
|
04/01/2025
|
03/25/2025
|
|
Mike Weisenborn
|
|
|
Engineering Review
|
Approved with Conditions
|
12/18/2024
|
12/23/2024
|
|
Sue Pyles, P.E.
|
|
DE Contact Field Eng. Inspector
Corrective Action Required
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)), 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. $414,141.16
|
|
DE Future Repair Work
Corrective Action Required
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.
|
|
|
Planning Review
|
Approved with Conditions
|
12/18/2024
|
12/13/2024
|
|
Hector Soto Jr.
|
|
Corrective Action Required
LIGHT FIXTURES. The response letter from Finkle Williams dated December 5, 2024, states that no building-mounted exterior light fixtures are proposed for the building at this time. Any building-mounted exterior light fixtures added to the building shall comply with the lighting standards under UDO Sections 8.220, 8.260, 8.270 and 8.280.
|
|
Miscellaneous Correction
Corrective Action Required
It was mentioned in earilier discussions that this project would be constructed in phases. Please provide a phasing plan for the structure and site.
|
|
|
Fire Review
|
Corrections
|
12/18/2024
|
12/13/2024
|
|
Jim Eden
|
|
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
Corrective Action Required
Paved access and all hydrants shall be installed and operable prior to bringing combustible materials on site or going vertical with combustible construction.
|
|
Water Supply
Corrective Action Required
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.
Confirm available fire flow per Table B105.1(2) . only a 50% reduction is allowed for having a sprinkler system. The minimum required flow for the most demanding use is 4,000-gallons/min for 4 hours (344,995 SF of V-A construction). Consult with Water Utilities to confirm Water Model will support this.
Mike Weisenborn 12/18/2024 9:17 AM - I have sent a request to Water to have this modeled.
|
|
FDC
Corrective Action Required
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 FDC(s) not shown for the north riser.
|
|
Fire Lanes
IFC 503.2.1 - Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm)
What is the height of the lane under the parking garage?
|
|
Miscellaneous Correction
Corrective Action Required
The access barrier to the fire lane shall be a drop down bollard or a swing gate with a Knox padlock.
Provide a detail for the bollard.
|
|
|
Building Codes Review
|
Approved with Conditions
|
12/18/2024
|
12/13/2024
|
|
Joe Frogge
|
|
Miscellaneous Correction
In this case, water piping must be copper for at least 10' on both sides of meters.
|
|
Miscellaneous Correction
Provide water meter pit detail. Water meter vault detail on C016 is for backflow preventer.
|
|
Miscellaneous Correction
Corrective Action Required
Provide complete retaining wall design. Must be sealed/signed by engineer.
12/13/2024 - deferred per request
|
|
Miscellaneous Correction
Light pole base is incomplete. Refers to structural design. Provide complete detail.
|
|
|
Traffic Review
|
No Comments
|
12/18/2024
|
12/11/2024
|
|
Mike Weisenborn
|
|
|
Engineering Review
|
Corrections
|
12/04/2024
|
12/04/2024
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
General:
• Wall sections are shown for 2 of the walls, but not all. Do all walls utilize one of those sections? Please add a separate retaining wall layout and detail plan for clarity of locating all walls.
• Please review the plan set and relocate elevations, etc. as necessary for clarity.
• Please include an Engineer’s Estimate of Probable Construction Costs.
|
|
Corrective Action Required
Sheet C006:
• Include TW/BW elevations for the east wall in the middle, not just the ends.
• Highlight Enlargement #1 in Plan view in the same way as on the Utility Plan. That’s very helpful.
• Include slopes and dimensions for the ramps in Enlargement #1.
|
|
Corrective Action Required
Sheets C008-C009: Are Grass Pavers being proposed? If not, please remove from Legend.
|
|
Corrective Action Required
Sheet C012:
• Please relocate the water meters shown in Enlargement #1 & #4 to outside of paved areas.
• Please revise to specify soft type “K” copper service line extending a minimum of 10’ on each side of water meters.
• Please indicate irrigation and domestic meters for clarity.
|
|
Corrective Action Required
Sheet C017:
• Please revise the Class C Pipe Bedding Detail to show 12” of backfill over the pipe.
• 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.
• The City now requires KCMMB asphalt. Please include in the asphalt pavement sections for clarity.
|
|
|
Traffic Review
|
No Comments
|
11/25/2024
|
11/26/2024
|
|
Susan Barry, P.E.
|
|
|
Planning Review
|
Corrections
|
11/25/2024
|
11/26/2024
|
|
Hector Soto Jr.
|
|
Corrective Action Required
SCALE. The scale bar on Sheet C008 is labeled as 1"=40', but the sheet is actually drawn at 20' scale. Correct.
|
|
Corrective Action Required
FIRE ACCESS ROAD. Will the fire access road be secured at both ends with a gate or similar device so that it can only be accessed by the Fire Department when needed, or will it be open at both ends at all times and thus be useable by the general public as a connection between the two parking lot areas? If the latter, then the fire access road shall be considered an extension of the parking lot and shall have a CG-1 boundary along both sides of the lane for the entire length of the connection between the two parking lot areas. If considered an extension of the parking lot, the 26' pavement width for the fire access road/drive aisle shall not include the width of the CG-1 boundary.
|
|
Corrective Action Required
DRIVEWAY WIDTH. The two parking lot driveway connections to NW Paragon Pkwy are dimensioned as having widths of 27' BC/BC (east driveway) and 27.35' BC/BC (west driveway), resulting in the actual asphalt paving width (excluding curb and gutter) being less than 24' in width. City ordinance requires a minimum pavement width of 24' (28' BC/BC). Revise.
|
|
Corrective Action Required
ADA PARKING SPACES. Every parking space required by this section shall be identified by a sign, mounted on a pole or other structure a minimum 60 inches (5 feet) above the ground measured from the bottom of the sign, at the head of the parking space.
|
|
Corrective Action Required
LIGHT FIXTURES. No information for any building-mounted lights fixtures is provided on Sheets E100 or E300. Show the location of building-mounted fixtures on the building elevations to the extent possible and include the proposed building-mounted fixtures on the photometric plans. Building-mounted fixtures shall comply with the lighting standards under UDO Sections 8.220, 8.260, 8.270 and 8.280.
|
|
Corrective Action Required
PARKING GARAGE PARKING SPACES. 1) Dimension the proposed parking garage spaces. Spaces shall be a minimum 9' wide x 19' deep. 2) Dimension the drive aisle widths in the parking garage. Two-way drive aisles shall be a miminum 24' wide.
|
|
Corrective Action Required
MECHANICAL EQUIPMENT SCREENING. Dash in the location of all proposed roof-top units on the building elevations to confirm compliance with the requirement that RTUs shall be fully screened from view on all sides by using parapet walls of a height at least equal to the height of the RTUs. Please take into account the added height from any curbs on which the RTUs will sit. If any ground-mounted equipment will be used, it shall be fully screened from view on all sides using evergreen shrubs or a masonry wall at least equal in height to the units being screened.
|
|
Corrective Action Required
BUILDING ELEVATIONS. All of the text on the building elevations is unintelligible. All of the copy on the elevations are random symbols and numbers.
|
|
Corrective Action Required
DATA TABLE. Include the impervious coverage information (in sq. ft. and as a percentage) in the table.
|
|
Corrective Action Required
TRASH ENCLOSURES. A detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property shall be provided. Each trash enclosure shall be constructed of masonry walls or steel architecturally designed walls with either a solid steel opaque gate painted to be compatible with the color of the masonry or steel walls and building it is to serve or a steel framed semi-opaque gate with a screen mesh material approved by the Director that provides an appropriate visual barrier.
|
|
|
Building Codes Review
|
Corrections
|
11/25/2024
|
11/22/2024
|
|
Joe Frogge
|
|
Miscellaneous Correction
Corrective Action Required
In this case, water piping must be copper for at least 10' on both sides of meters.
|
|
Miscellaneous Correction
Corrective Action Required
Provide water meter pit detail. Water meter vault detail on C016 is for backflow preventer.
|
|
Miscellaneous Correction
Corrective Action Required
Provide complete retaining wall design. Must be sealed/signed by engineer.
|
|
Miscellaneous Correction
Corrective Action Required
Light pole base is incomplete. Refers to structural design. Provide complete detail.
|
|
|
Fire Review
|
Corrections
|
11/25/2024
|
11/20/2024
|
|
Jim Eden
|
|
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
Corrective Action Required
Paved access and all hydrants shall be installed and operable prior to bringing combustible materials on site or going vertical with combustible construction.
|
|
Water Supply
Corrective Action Required
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.
Confirm available fire flow per Table B105.1(2) . only a 50% reduction is allowed for having a sprinkler system.
|
|
FDC
Corrective Action Required
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 FDC(s) not shown for the north riser and parking garage standpipe.
|
|
Fire Lanes
Corrective Action Required
IFC 503.2.1 - Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm)
What is the height of the lane under the parking garage?
|
|
Miscellaneous Correction
Corrective Action Required
The access barrier to the fire lane shall be a drop down bollard or a swing gate with a Knox padlock.
|
|
|