Lee's Summit

FDP APPROVAL TIMING. A building permit for the proposed development shall not be issued until such time as the associated minor plat combining Lots 13, 14, 21 and 22 is approved, the plat is recorded and the required copies of the recorded plat are returned to the City. This comment is only reiterated from the last comment letter for informational purposes only.

MECHANICAL EQUIPMENT. At this time rooftop mechanical equpment is not planned for this structure. I roof top mechanical equipment is added in the future it shall meet the screening requirements.

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 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. $20,563.76

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 2012 International Fire Code.

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.

Miscellaneous Correction

It has come to our attention the existing drive on the northwest corner of the lot is to be used as the construction entrance and not the entrance shown on the plans. The drive entrance to Independence Ave at the northeast corner of the propert is permitted to be constructed as an entrance for the project to the north and must be constructed for them to obtain an occupancy permit. This project will either need to utilize the construction entrance shown on the plans or propose a different loction. It is possible to construct a construction entrance at the new drive location to McBaine Dr.

Sheet C200: Revise the Utility Notes, Note 1 is confusing and Note 2 is partially incorrect.

Sheet C201: Only ornamental varieties of trees can be planted in public easements. Revise as needed.

Sheet C300: Revise grading to reflect that the area inlet was changed to a curb inlet at the southeast corner of the lot.

Sheet C402 (First one): • Revise sheet number to C401. • The Line 1 connection to the existing structure does not seem to line up with the wall of the structure. Please provide confirmation that City requirements for connecting to an existing structure are being met. • Indicate how proposed storm sewer pipes will connect to existing structures. • Revise the location of JB 3-1 to the north to provide adequate separation between it and the existing structure immediately south of it. • Remove Note 1 in the Line 4 Plan view or revise to indicate removal of existing line. • Revise the limits of compacted fill for Lines 4 & 5 Profile views. The compacted fill is only required to extend 18” above the tops of the pipes, and there is several feet of it shown. • Are the roof drains that connect to Lines 1, 4 and 5 six inches or less in diameter?

Sheet C600: • The proposed fire hydrant will be private, please revise the plan labels accordingly. • The water line to the hydrant will have to be bored. Include this requirement in the plans.

Sheet C700: The irrigation system shall connect to the domestic service line. Revise accordingly.

FDP APPROVAL TIMING. A building permit for the proposed development shall not be issued until such time as the associated minor plat combining Lots 13, 14, 21 and 22 is approved, the plat is recorded and the required copies of the recorded plat are returned to the City. This comment is only reiterated from the last comment letter for informational purposes only.

MECHANICAL EQUIPMENT. Dash-in the location of the roof top units on the building elevations to the extent possible. Roof top units shall be fully screened from view by parapet walls at least equal to the height of the units being screened. No revised architectural drawings were submitted in response to this comment that was previously made on the past two staff comment letters.

Miscellaneous Correction

Provide additional clarification on the domestic, irrigation and fire service lines as requested by engineering.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action Required - Move the additional fire hydrant at the SE corner of the building closer to the entrance of the parking lot.

Miscellaneous Correction

Provide additional clarification on the domestic, irrigation and fire service lines as requested by engineering.

Sheet C100: • Revise Water Note 5, A.P. Smith series 1000 is not on the City’s approved product list. • Revise Water Note 6, the valve box model number is P1108 on the City’s approved product list.

Sheet C200: Show the existing pipe to be completely removed along with the existing field inlet, and the existing junction box be patched.

Sheet C210: Relocate overlapping text for clarity on the Retaining Wall typical section.

Sheets C400 & C401: • Label the storm sewer structures in order, not based on structure type within a line. • Revise the Line 2 structure numbers on the Drainage Map, they are incorrect. • Show and label all storm sewer on the Drainage Map. • Why is an area inlet with curb cut used (AI 2-1) rather than a curb inlet? No drainage area beyond the curb is shown going to that structure. If there is overland flow to that structure, please revise the drainage map accordingly. • If AI2-1 remains, label the rip-rap that appears to be shown around it throughout the plan set, show it on the Profile, and include design size requirements. • The Lines 1, 2, 4, 5 Plan view structure labels appear incorrect, please revise. • The Line 3 connection to the existing structure does not seem to line up with the wall of the structure. Please provide confirmation that City requirements for connecting to an existing structure are being met. • Add HGL to the Profile views. • The storm sewer does not meet the City’s minimum requirement for drops thru structures. Please revise. • The FL(out) at the existing inlet that Line 3 connects to is missing from the Profile view. Please revise. • Include the following note on the profile sheet: “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. • Label the Existing Grade in the Line 3 Profile and Existing & Proposed Grades in the Line 4 Profile.

Sheet C600: Rmove the title block, this is not a cover sheet. Revise notes as per Sheet C100 comments or remove all the notes since it isn’t a cover sheet.

Sheet C700: Revise the site water plan. It doesn’t make sense with multiple meters on the irrigation, and additional detail is required for connection information and pipe size.

Revise the Drainage Study and Engineer’s Estimate based on revisions from the review comments. Additional comments will likely be generated based on the number of revisions required by these review comments.

FDP APPROVAL TIMING. A building permit for the proposed development shall not be issued until such time as the associated minor plat combining Lots 13, 14, 21 and 22 is approved, the plat is recorded and the required copies of the recorded plat are returned to the City. This comment is only reiterated from the last comment letter for informational purposes only.

SITE DATA TABLE. - Lot Area. The listed lot area doesn't match the area labeled on the plan sheet, nor the area listed in the associated minor plat. Reconcile and revise. - Building Area. The listed building area doesn't match the area listed on the architectural drawings from SBC Architectural Services. Reconcile and revise. - Floor Area Ratio (FAR). Revise the FAR calculation as needed to reflect the corrected building area.

MECHANICAL EQUIPMENT. Dash-in the location of the roof top units on the building elevations to the extent possible. Roof top units shall be fully screened from view by parapet walls at least equal to the height of the units being screened. No revised architectural drawings were submitted in response to this comment that was previously made on the initial staff comment letter.

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 - Show the location of the FDC on the building. It must be within 100 feet of a fire hydrant.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action Required - Show or add an additional fire hydrant at the SE corner of the building.

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.

PARKING LOT. The parking lot shall meet the minimum 20' parking lot setback from the right-of-way. The parking lot is shown as having a 15' setback from the NE McBaine Dr right-of-way.

FDP APPROVAL TIMING. A building permit for the proposed development shall not be issued until such time as the associated minor plat combining Lots 13, 14, 21 and 22 is approved, the plat is recorded and the required copies of the recorded plat are returned to the City.

SITE DATA TABLE. Provide a table on Sheet C200 that includes the following information: - Zoning; - Land Use; - Lot Area; - Building Area; - Floor Area Ratio (FAR); - Impervious Coverage Area; - Parking Spaces (Proposed/Required)

LANDSCAPE PLAN. - The required number of street trees and shrubs shall be planted for each of the lot's two street frontages. The Independence Ave frontage is missing trees; the McBain Dr frontage is missing shrubs. - A minimum 2.5' tall row of evergreen shrubs shall be planted along the parking lot frontages along both Independence Ave and McBaine Dr. This living parking lot screen shall be planted at a ratio of 12 shrubs per 40 linear feet of parking lot frontage. - The plant schedule shows the proposed ornamental trees as being 1.5" caliper. The UDO requires a minimum 3" caliper. - The plant schedule shows the proposed evergreen trees as being 6' in height. The UDO requires a minimum 8' height at the time of planting.

ADA PARKING SIGN. - The required sign is type R7-8 (white background, green border, green text and blue wheelchair symbol) as identified in the MUTCD. - The sign shall be mounted between 3' and 5' above finished grade, measured to the bottom of the sign. Revise the detail accordingly.

LIGHTING. Site lighting shall be provided in accordance with Article 8, Division 1, Subdivision 8 of the UDO.

MECHANICAL EQUIPMENT. Dash-in the location of the roof top units on the building elevations to the extent possible. Roof top units shall be fully screened from view by parapet walls at least equal to the height of the units being screened.

Sheet C100: Revise the Project Title to match what is shown in the title block throughout the plan set

Sheet C200: Why is there a project title on this sheet when it isn’t a cover sheet?

Sheet C201: • Remove the note on each pavement section standard detail, only the City Engineer is authorized to approve alternate pavement designs. • Unified Development Ordinance (UDO) Section 8.620 requires a minimum of 6” Portland cement concrete thickness. The light concrete pavement section does not meet this requirement. Please revise.

Sheet C300: • Review proposed spot grades, many do not seem to match proposed contours. • Include “BC” and “G” in a legend.

Sheet C301: Include sift fence along the north property line as drainage flows to the northwest.

Sheet C302: Update the ESC standard details to the current versions. Include standard details for all items in this plan set.

Sheet C400-C402: • Storm sewer profiles are required for all pipe greater than 6 inches in diameter. This includes roof drains, as well. • Include standard details for Nyloplast Area Inlet and Junction Box since they are included in the storm sewer design. • The Nyloplast details included are too blurry to read, please revise. • Provide notes on how removal of the existing line and connection of new roof drain is to be accomplished at Ex FI 1F. • Storm Sewer Calculations for the existing storm sewer as currently included are not required. Calculations for the proposed storm sewer are required.

Sheet C700: • Include all water line and water meter size information on this sheet. • Specify the connection to existing sanitary must be by cut-in wye.

Submit: • Engineer’s Estimate of Probable Construction Costs • SWPPP

Storm Water Drainage Study: • The study submitted does not include enough information to determine if City requirements are being met. Please expand and revise. I will provide a copy of the City’s Stormwater Report Requirements brochure under separate cover. This brochure aids in verifying all City requirements are addressed.

Specify size of domestic water meter.

Specify size and type of domestic water tap.