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

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 the 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. $295,793.64

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 Reclaimed Pond Site

Submittal of a geotechnical report to the City for the reclaimed pond site shall be required prior to the issuance of any building permit on the affected lots.

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

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 the 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. $295,793.64

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 Reclaimed Pond Site

Submittal of a geotechnical report to the City for the reclaimed pond site shall be required prior to the issuance of any building permit on the affected lots.

Miscellaneous Correction

This review is for FDP only. Architectural plans have not been reviewed. 2/3/23 - acknowledged in letter

Miscellaneous Correction

Provide size, type, and location of water meter(s). If meter is larger that 2" provide complete, engineered, meter pit plans. 2/3/23 - Custom meter pit detail not found in submittal. Detail Wat-11 is for maximum 2" meter.

Miscellaneous Correction

Provide light pole base detail. 2/3/23 - Foundation and base details conflict. If auger type is used is it supposed to be 30" exposed? If concrete base is used how deep is it? 2/28/23 - per architect, both details are to be used and clarified at a later date.

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.

Misc.

For Information only- Vertical construction with combustible materials cannot take place until all required hydrants are instlled and operable and a base layer of asphalt for fire department access is in place.

Miscellaneous Correction

This review is for FDP only. Architectural plans have not been reviewed. 2/3/23 - acknowledged in letter

Miscellaneous Correction

Provide size, type, and location of water meter(s). If meter is larger that 2" provide complete, engineered, meter pit plans. 2/3/23 - Custom meter pit detail not found in submittal. Detail Wat-11 is for maximum 2" meter.

Miscellaneous Correction

Provide light pole base detail. 2/3/23 - Foundation and base details conflict. If auger type is used is it supposed to be 30" exposed? If concrete base is used how deep is it? 2/28/23 - per architect, both details are to be used and clarified at a later date.

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. Action required- The FDC's are shown as a box on the main without a detail. The FDC is generally located on the building. Please confirm.

Misc.

For Information only- Vertical construction with combustible materials cannot take place until all required hydrants are instlled and operable and a base layer of asphalt for fire department access is in place.

The pavement design is a part of these FDP plans, so the waiver will be required prior to plan approval. An alternative to getting the waiver now would be to revise the plans to meet the City's pavement design requirements and then request a design waiver prior to placement of pavement.

Compacted fill is not shown where required. I'll provide a sketch where it seems that it would be required. Please hatch all areas requiring compacted fill for clarity.

Please submit a copy of the issued MDNR Land Disturbance Permit.

Provide a stamped and signed plan set.

Sheet C-0200: Asphalt pavement sections don’t meet City requirements. UDO Section 8.620 requires granular base with geogrid OR granular base with chemically stabilized subgrade. Deviation from this will require submittal of a Design Modification Request (waiver).

Sheets C-0501 – C-0503: Compacted fill is only required between the existing grade to 18” above the pipe in areas where the existing grade is less than 18” above the pipe.

Sheet C-0601: Sanitary sewer connections to public mains shall be by wye fittings. Please revise.

Sheets C-0700 – C-0701: • A gate valve is required between the public water main and the backflow vault, as shown on the standard detail. • Please include specific details for drainage of the backflow vault sump. • Design and Construction Manual Section 6901.L.1.b requires water meters 3” and above to be located in a vault. Please include or revise water meter size.

EASEMENTS. A vacation of easement application shall be submitted for any conflicting easement. Building permits cannot be issued until such time as any conflicting easement is vacated. The comment above was previously made by staff and acknowledged by the applicant.

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. Action required- The FDC's are shown as a box on the main without a detail. The FDC is generally located on the building. Please confirm.

Fire Lanes - Marking

IFC 503.3 Marking. 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. Fire lanes may be marked in one or a combination of methods as approved by the fire code official. Curbs. All curbs and curb ends shall be painted red with four inch (4") white lettering stating "FIRE LANE—NO PARKING". Wording may not be spaced more than fifteen feet (15') apart. Where no curb exists or a rolled curb is installed, a 6-inch (6") wide painted red stripe applied to the concrete or asphalt with four inch (4") white lettering stating "FIRE LANE—NO PARKING. "Signs. In areas where fire lanes are required, but no continuous curb is available, one of the following methods shall be used to indicate the fire lane. Option 1 : A sign twelve inches (12") wide and eighteen inches (18") in height shall be mounted on a metal post set in concrete a minimum of depth of eighteen inches (18") set back one foot (1') in from the edge of the roadway with the bottom of the sign being seven feet (7') from finished grade. Signs shall face oncoming traffic. Spacing of signs shall not exceed fifty feet (50') between signs. Signs shall be reflective material with a white color background with symbols, letters and border in red color. "FIRE LANE—NO PARKING". Option 2 : A sign twelve inches (12") wide and eighteen inches (18") in height shall be mounted on the side of a structure or other permanent fixture approved by the Fire Code Official. The bottom of the sign being seven feet (7') from finished grade. Spacing of signs shall not exceed fifty feet (50') between signs. Signs shall be reflective material with a white color background with symbols, letters and border in red color. "FIRE LANE—NO PARKING". Action required- The Fire Lanes shall be posted.

Water Supply

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. Action required- Confirm with Water Utilities the fire flow through the private system is achievable with a single connection to the public system.

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- Confirm the pavement in the fire lanes will support 75,000-pounds.

Misc.

For Information only- Vertical construction with combustible materials cannot take place until all required hydrants are instlled and operable and a base layer of asphalt for fire department access is in place.

Miscellaneous Correction

This review is for FDP only. Architectural plans have not been reviewed. 2/3/23 - acknowledged in letter

Miscellaneous Correction

Provide size, type, and location of water meter(s). If meter is larger that 2" provide complete, engineered, meter pit plans. 2/3/23 - Custom meter pit detail not found in submittal. Detail Wat-11 is for maximum 2" meter.

Miscellaneous Correction

Provide water pipe sizes for entire site.

Miscellaneous Correction

Provide complete sanitary sewer design that includes all sizes, connections, and cleanouts.

Miscellaneous Correction

Provide light pole base detail. 2/3/23 - Foundation and base details conflict. If auger type is used is it supposed to be 30" exposed? If concrete base is used how deep is it?

SITE DATA TABLE (Sheet C-0200). List the number of total dwelling units and a breakdown of the number of dwelling units by bedrooms per unit.

ADA PARKING SIGN. Provide a detail of the ADA sign to be mounted at the head of each accessible parking space. The sign shall be mounted a minimum 5' above finished grade, measured to the bottom of the sign.

EASEMENTS. - Show the location of all existing easements on the site. Add a notation stating "to be vacated" to the easement(s) for the storm sewer and sanitary sewer lines that will need to be relocated due to the conflict with the apartment building locations. - A vacation of easement application shall be submitted for any conflicting easement. Building permits cannot be issued until such time as any conflicting easement is vacated.

LANDSCAPE PLANS. Revise the calculations performed to determine the number of open yard trees and open yard shrubs required for the site. The Landscape Data table on Sheet L-0100 uses 140,295 sq. ft. of open yard area as the basis for the calculations, which is incorrect. Under the Unified Development Ordinance, the open yard area is the total lot area minus only a site's building footprint area. Please note that the open yard trees and shrubs are in addition to any trees and shrubs required for parking lot screening and street frontage landscaping.

PARKING LOT BOUNDARY. Temporary asphalt curbing shall be provided across the parking lot stub located at the southwest corner of the site where the drive shall connect to the future development to the south.

RTU SCREENING. A note on the building elevations indicates that RTUs will be screened via raised roof elements. Please take into account the added RTU height resulting from the curbs on which the RTUs will sit when designing the building parapet heights to achieve full screening.

ELEVATIONS. - Provide elevations for the proposed trash enclosures. Trash enclosures shall be designed in accordance with UDO Section 8.180.G. - Provide elevations for the proposed detached garages. Label all exterior materials and colors. - Label the apartment exterior materials per the legenda provided on said elevation sheets. It is difficult to discern on the drawings what materials certain dark colors depict.

General: • Please submit: o Engineer's Estimate of Probable Construction Costs. o SWPPP and a copy of the MDNR Land Disturbance Permit. • Please include: o City’s standard details. o A phased erosion and sediment control (ESC) plan and ESC standard details.

Sheet C-0200: • Pavement sections and asphalt type don’t meet City requirements. Please revise. • 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. • Trash enclosures require 30’ of concrete pavement, as measured from the enclosure opening. Please revise.

Sheets C-0501 – C-0503: • Show all water line and sewer line crossings in Profile view. • 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. • Enclosed storm sewer systems will use the open channel, or gravity, flow design method for the appropriate design storm (LS Section 5603.1). • Please revise the flowline information at Str A1. The FL In is higher than the FL Out. • Please raise the Str C3 label in Profile view for clarity. • Is rip-rap, or some other feature, necessary at FES C10 to prevent erosion at that location? With the water line located directly below, it seems that it would be a more critical area to protect.

Sheet C-0530: Please include 100-year storm calculations.

Sheet C-0900: • Please include sanitary sewer service lines. • The PDP water line layout included multiple connections to the existing public water main, but this layout only includes a single connection point. Is this adequate for fire flow? Is this adequate for service should there be an issue with a section of line? • A backflow protection device is required at each connection to the public water main. Please show a backflow vault located as required. • Please show and label all water meters. • Please label the fire line material. • Please label the domestic water line size and material. • Profiles are required for all pipes greater than 6” diameter.

Miscellaneous Correction

This review is for FDP only. Architectural plans have not been reviewed.

Miscellaneous Correction

Provide size, type, and location of water meter(s). If meter is larger that 2" provide complete, engineered, meter pit plans.

Miscellaneous Correction

Provide water pipe sizes for entire site.

Miscellaneous Correction

Provide complete sanitary sewer design that includes all sizes, connections, and cleanouts.

Miscellaneous Correction

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.

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- The FDC's were not shown on the Site or Utility plans, but in previous discussions they were going to be where the FP main entered the building. Confirm and show location.

Fire Lanes - Marking

IFC 503.3 Marking. 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. Fire lanes may be marked in one or a combination of methods as approved by the fire code official. Curbs. All curbs and curb ends shall be painted red with four inch (4") white lettering stating "FIRE LANE—NO PARKING". Wording may not be spaced more than fifteen feet (15') apart. Where no curb exists or a rolled curb is installed, a 6-inch (6") wide painted red stripe applied to the concrete or asphalt with four inch (4") white lettering stating "FIRE LANE—NO PARKING. "Signs. In areas where fire lanes are required, but no continuous curb is available, one of the following methods shall be used to indicate the fire lane. Option 1 : A sign twelve inches (12") wide and eighteen inches (18") in height shall be mounted on a metal post set in concrete a minimum of depth of eighteen inches (18") set back one foot (1') in from the edge of the roadway with the bottom of the sign being seven feet (7') from finished grade. Signs shall face oncoming traffic. Spacing of signs shall not exceed fifty feet (50') between signs. Signs shall be reflective material with a white color background with symbols, letters and border in red color. "FIRE LANE—NO PARKING". Option 2 : A sign twelve inches (12") wide and eighteen inches (18") in height shall be mounted on the side of a structure or other permanent fixture approved by the Fire Code Official. The bottom of the sign being seven feet (7') from finished grade. Spacing of signs shall not exceed fifty feet (50') between signs. Signs shall be reflective material with a white color background with symbols, letters and border in red color. "FIRE LANE—NO PARKING". Action required- The Fire Lanes shall be posted.

Water Supply

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. Action required- Confirm with Water Utilities the fire flow through the private system is achievable with a single connection to the public system.

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- Confirm the pavement in the fire lanes will support 75,000-pounds.