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 Contact ROW Inspector

Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.

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. $42,654.55

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 2018 International Fire Code and local amendments. Action required- Correct the occupancy classification to A2. A2 Occupancies with a fire area occupant load over 100 shall be provided with an automatic fire sprinkler. 07/29/2022- Sprinkler system is NOT required. Occupant load will be less than 100. Condition subject to tenant finish review.

Miscellaneous Correction

SIGNAGE. The existing Polytainers monument sign shall be removed from the site as part of the proposed development. City ordinance prohibits off-premise signs. At the time the subject property was platted as a lot separate from the Polytainers facility, the existing sign became an off-premise sign and thus is required to be removed. Staff understands that the applicant is continuing to review this previously made comment.

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 Contact ROW Inspector

Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.

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. $42,654.55

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 2018 International Fire Code and local amendments. Action required- Correct the occupancy classification to A2. A2 Occupancies with a fire area occupant load over 100 shall be provided with an automatic fire sprinkler. 07/29/2022- Sprinkler system is NOT required. Occupant load will be less than 100. Condition subject to tenant finish review.

Miscellaneous Correction

SIGNAGE. The existing Polytainers monument sign shall be removed from the site as part of the proposed development. City ordinance prohibits off-premise signs. At the time the subject property was platted as a lot separate from the Polytainers facility, the existing sign became an off-premise sign and thus is required to be removed. Staff understands that the applicant is continuing to review this previously made comment.

SIGNAGE. The existing Polytainers monument sign shall be removed from the site as part of the proposed development. City ordinance prohibits off-premise signs. At the time the subject property was platted as a lot separate from the Polytainers facility, the existing sign became an off-premise sign and thus is required to be removed. Staff understands that the applicant is continuing to review this previously made comment.

Sheet 3 – EXISTING CONDITIONS: The numbers on the scale bar are incorrect. The drawing's scale is 1"=40' but the bar scales out to ¾” increments so the numbers to correctly match the scale bar are 30,30,60 as shown originally.

Sheet 4 – SITE PLAN: 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.

Sheet 12 – DETAILS: Remove the non-compliant sidewalk details on page 12. The correct City details have been included on page 13. The Curb and Gutter Detail must match the City’s details.

Sheet L100 LANDSCAPE PLAN: Please remove non-ornamental trees from public easements.

Opinion of Cost: A) Correct item 3 to 6” PCC parking. B) Item 4 seems to have the wrong unit and the drawing shows an area closer to 740sf. Please review and revise. C) Please include line item for temporary curb. D) Item 6 quantity should be reviewed. The drawing shows approximately 415 lf of curb E) There is no line item for the roughly 1,400 sf of concrete area next to the building. Please review and revise. F) Items 9 and 10 seem to have the wrong units. Please review and revise. G) Item 15 reads 1” water service, plans show 2” service. Please review and revise. H) Parking striping does not need to be included in the cost estimate. I) ADA ramps should be included separately from sidewalk.

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 and local amendments. Action required- Correct the occupancy classification to A2. A2 Occupancies with a fire area occupant load over 100 shall be provided with an automatic fire sprinkler. 07/29/2022- Sprinkler system is NOT required. Occupant load will be less than 100. Condition subject to tenant finish review.

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 building is indicated to have a fire sprinkler system, but a fire protection main or FDC are not shown. Show the location of the FDC and the hydrant within 100 feet.

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- Correcting Item #2 will meet this requirement. Other hydrants for the site were not shown.

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. Confirm the use of heavy duty pavement for the drive lanes.

BUILDING ELEVATIONS. - Clarify the full extent of the proposed fiberglass panel. Does it constitute the entirety of the material shown in green on the west, south and east building elevations? Fiberglass is not an approved material under the City's development ordinance (UDO Section 8.170.A). As such, it may be considered for approved as a conditional material, but this requires public hearings in front of both the Planning Commission and City Council. The public hearing process typically takes 3-4 months to complete from the time of application. - Metal paneling is proposed to be used on the south elevation. The extent of the metal proposed to be used also requires approval as a conditional material through the public hearing process as described above. - Except for the canopy, it is difficult to discern how much projection/off-set there may be on each of the building's four elevations. Horizontal and vertical breaks are required to be provided on all building sides in order to provide visual interest and to break up the large expanses of flat wall. Provide an axionometric drawing to depict the degree of offsets/projections provided by the proposed building architecture on all four building sides. - To satisfy the requirement for four-sided architecture, architectural elements used on the building shall be extended to the rear elevation in order to avoid or minimze the appearance of a back side. More specifically, some vertical architectural details shall be provided on the rear building elevation.

PROPERTY LINE INFORMATION. The property line dimensions and bearing information doesn't match the information shown on the plat. Revise accordingly. If newly resurveyed information differs from that on the plat, list both the measured and platted dimensions and bearings and notate the information as (P) for platted and (M) for measured. Staff understands the comment on the response letter that the bearings may differ because they are based on the state plane coordinates. List both the measured and platted bearings and dimensions as noted in the paragraph above.

PROPERTY LINE INFORMATION. The property line dimensions and bearing information doesn't match the information shown on the plat. Revise accordingly. If newly resurveyed information differs from that on the plat, list both the measured and platted dimensions and bearings and notate the information as (P) for platted and (M) for measured. Staff understands the comment on the response letter that the bearings may differ because they are based on the state plane coordinates. List both the measured and platted bearings and dimensions as noted in the paragraph above.

MECHANICAL EQUIPMENT. - Show the location of all roof-top units (RTUs) on the building elevations to the extent possible by dashing them in. RTUs shall be totally screened from view on all sides by extending the building parapets to a height at least equal to the height of the RTUs. Screen panels are not allowed on new construction buildings. - Show the location of all ground units on the site plan to the extent possible. Ground units shall be totally screend from view to a height at least equal to the height of the ground units. The ground units shall be screened using either masonry walls or evergreen landscaping. No information was provided on the resubmittal to show that these previously made comments have been addressed.

SIGNAGE. The existing Polytainers monument sign shall be removed from the site as part of the proposed development. City ordinance prohibits off-premise signs. At the time the subject property was platted as a lot separate from the Polytainers facility, the existing sign became an off-premise sign and thus is required to be removed. Staff understands that the applicant is continuing to review this previously made comment.

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 and local amendments. Action required- Correct the occupancy classification to A2. A2 Occupancies with a fire area occupant load over 100 shall be provided with an automatic fire sprinkler.

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 building is indicated to have a fire sprinkler system, but a fire protection main or FDC are not shown. Show the location of the FDC and the hydrant within 100 feet.

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- Correcting Item #2 will meet this requirement. Other hydrants for the site were not shown.

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. Confirm the use of heavy duty pavement for the drive lanes.

Add FEMA panel number 29095C0417G to the flood note as well, shown on the cover sheet, since two (2) different FEMA panel numbers encroach into the current site.

Dena Mezger is an out of date contact for Public Works. Though Michael Park is the current director of PW department, please be aware that names aren’t needed for the City’s contact info.

Revise general project note 15 to “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with a field engineering inspector prior to any land disturbance work at (816) 969-1200”.

Information shown in the water notes located on sheet 2 need to match the scope of work shown on the utility plan sheet.

In regard to the site plan sheet, a temporary (asphalt) curb is likely needed where the parking lot connects to the north.

While revising the location of the curb inlet leader that currently points at the curb, make sure to also add/show leaders M and R in plan view of the site plan sheet.

Southern silt fence needs to extend all the way up to the sidewalk abutting to NW Douglas Street.

A 2” tap is needed at the connection point, along the existing 12” public water main.

It could be possible to use a 1.5” water meter instead of a 2”, as long as the water demand for the current development does not exceed 50 gpm. If that becomes the case, the domestic water service line will still remain a 2” line all the way in order to accommodate the proposed 1.5” water meter.

The leaders for the several gas, sanitary and storm components are not so well represented on the utility plan view. Please revise the locations for those. Discrepancies and ambiguities can be seen.

Show the hydraulic grade line in profile view, on sheet 11. Make sure to also revise the overlapping elevations located in the profile view of storm line 1.

The normal duty concrete detail shows a PCC thickness that is inferior to the 6” minimum allowed as per UDO section 8.620. Please be aware that the minimum thickness allowed for aggregate base below PCC pavement is 4” only as well. Make sure to also revise the thickness(es) of pavement shown in the curb & gutter base detail accordingly.

The City requires a 12”-thick minimum layer of granular bedding (aggregate fill) above the edge of utility pipe and a 6”-thick minimum layer underneath. Revise the applicable trenching and backfill construction details accordingly.

Only ornamental tree varieties are allowed within public easements. Review and verify that the landscaping plan meets this requirement.

Please provide a SWPPP report and a Missouri DNR permit.

Please update the Engineer’s Opinion of Probable Construction Cost (EOOPCC) sheet accordingly.

PROPERTY LINE INFORMATION. The property line dimensions and bearing information doesn't match the information shown on the plat. Revise accordingly. If newly resurveyed information differs from that on the plat, list both the measured and platted dimensions and bearings and notate the information as (P) for platted and (M) for measured.

RIGHT-OF-WAY. Label the right-of-way width information for both NE Douglas St and NE Victoria Dr. Label and identify the ROW centerline.

DRIVEWAY AND DRIVE AISLE WIDTHS. All driveways and drive aisles serving two-way traffic shall have a minimum 24' of pavement width (excluding curb and gutter). The driveway and drive aisle on the east side of the building have a pavement width of 22'-6", not the required 24'.

TRASH ENCLOSURE. The reinforced concrete pad in front of the enclosure shall be a minimum 30' long, measured from the enclosure opening. The plans currently show it approximately 9' long.

ADA PARKING DETAIL. Revise the parking sign detail on Sheet 12 to show the sign's mounting height to be a minimum of 5' above grade, measured to the bottom of the sign.

MECHANICAL EQUIPMENT. - Show the location of all roof-top units (RTUs) on the building elevations to the extent possible by dashing them in. RTUs shall be totally screened from view on all sides by extending the building parapets to a height at least equal to the height of the RTUs. Screen panels are not allowed on new construction buildings. - Show the location of all ground units on the site plan to the extent possible. Ground units shall be totally screend from view to a height at least equal to the height of the ground units. The ground units shall be screened using either masonry walls or evergreen landscaping.

LANDSCAPE PLAN. - The minimum height of evergreen trees is 8' at the time of planting. The proposed juniper trees are listed as being 6' in height. Revise. - The required parking lot landscape screening calculation is included on the Landscape Plan. However, the required landscaping is not shown on the plan. Show the required landscaping on the Landscape Plan.

BUILDING ELEVATIONS. - The proposed building is composed of four (4) flat walls. While the canopies and awnings provide for the creation of some shadow lines, off-sets or projections shall be provided on all sides of the building to break up the flat wall planes and provide some additional architectural relief. Also, the north elevation shall incorporate additional vertical features to break up the large blank portion of the facade. - Label the proposed exterior material color palette.

SIGNAGE. - The existing Polytainers monument sign shall be removed from the site as part of the proposed development. City ordinance prohibits off-premise signs. At the time the subject property was platted as a lot separate from the Polytainers facility, the existing sign became an off-premise sign and thus is required to be removed. - The proposed Panera monument sign is shown to be located within a utility easement. No structures, including monument signs, are allowed to be located within a utility easement. The sign shall be relocated outside of any easement and shall be located a minimum 15' away from any public water main and any public sanitary sewer main, measured from the closest outside edge of the public mains.

Please make sure to include a note stating that “The contractor shall contact the City’s Development Services Engineering Inspectors 48 hours prior to any land disturbance work at (816) 969-1200”.

Please include an oil and/or gas and a FEMA National Flood Hazard information note(s), onto the cover sheet.

Please add inlet protection to the two (2) curb inlets located southwest of the limits of existing underground storm detention, on sheet 5. Make sure to add intermediate silt fence as well to prevent mud from running across the lot during heavy rain events.

Since the disturbance area is above 1 acre, please provided a SWPPP and a MDNR permit.

Please provide an EOOPCC sheet (cost estimate).

On page 11, a 0.5’ drop is required within inlet 12. Please make sure to also show the hydraulic grade line in the two (2) storm profile views.

On page 7, please label a 12” x 6” cut-in for the fire line connection and edit leader C to show a 2” tap with 2” water meter and pit.

On page 4, while redirecting arrow H located by the construction entrance, please label the proposed sidewalk. Feel free to add it to the key legend.

The City requires either geogrid or stabilized subgrade under the MoDOT Type 5 in the asphalt pavement section. Please revise the pavement details according to the City’s UDO section 8.620.

The concrete pavement length does not meet UDO requirements. Please revise.

Please revise sanitary general note 11 to mention City of Lee's Summit.

Please make sure the water meter location does meet the City's requirements. Feel free to make revisions as necessary.

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 and local amendments.

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. Show the location of the FDC and the hydrant within 100 feet.

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. Correcting Item #2 will meet this requirement. Other hydrants for the site were not shown.

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. Confirm the use of heavy duty pavement for the drive lanes.