Lee's Summit

Miscellaneous Correction

No comments on civil/utility plans. Architectural plans reviewed under permit PRCOM20220365.

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 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 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. $1,536.21

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. Action required- Interior conditions will be reviewed during building permit review.

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. Action required- Interior conditions will be reviewed during building permit review.

Miscellaneous Correction

No comments on civil/utility plans. Architectural plans reviewed under permit PRCOM20220365.

Add to the cover sheet: the developer’s contact information and the utility contact information.

On sheet C2.0, add the information for the 8" (E) inflow and revise the calculation for the 6" (W) inflow at proposed storm structure 3. Storm structure 4 also needs to clearly show elevations of inflow and outflow, plus cardinal directions of each. Make sure to revise sheet C4.0 accordingly.

Add the 100-year storm data to the table located on sheet C3.0. Make sure to also show and label the 100-year HGL on sheet C4.0.

MECHANICAL SCREENING. The building elevations show the RTUs screened via a metal screen system versus raised building parapet walls. UDO Section 8.180.E requires screening via parapet walls of a height at least equal to the RTUs being screened from view. Individual screen systems, as shown, are only acceptable in cases where RTUs are being added to existing buildings that lack the required parapet wall heights. As a new construction addition where the necessary parapet wall heights can be designed and constructed with the addition, screening is required to comply with the ordinance requirement calling for parapet walls of a height at least equal to the equipment it screens.

Mention Final Development Plan or FDP, with(in) the title shown on the cover sheet.

Include the developer’s contact information and the utility contact information.

Combine general notes 2 and 3 to state that “The construction covered by these plans shall conform to all applicable standards and specifications of the City of Lee’s Summit Design and Construction Manual, current usage. Contractor to contact Development Services Engineering Inspection at (816) 969-1200 48 hours prior to commencement of any construction activity.”

Show/label the hydraulic grade line(s) within the storm sewer profile view(s).

Bedding aggregate is to be placed from a level 6 inches (minimum) below the bottom of the pipe to a level 12 inches (minimum) above the top of the pipe. Revise the trenching and backfill details, accordingly.

An itemized and sealed Engineer's Opinion Of Probable Construction Costs needs to be provided. The Final Development Plan’s engineering review fee and the inspection fee are based on this estimate, and calculated at 3% of the total. Under the (5) five applicable categories (Water, Sanitary, Storm, Street and Site), few examples of cost items to include in the estimate include: 1) grading to establish proper drainage, 2) grading for parking, 3) removal and replacement of poor-quality subgrade (estimated quantity), 4) storm items, 5) pavement, 6) erosion and sediment control, 7) final restoration, including sodding, seeding, fertilizer, mulch, and topsoil.

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. Action required- Interior conditions will be reviewed during building permit review.

Miscellaneous Correction

No comments on civil/utility plans. Architectural plans reviewed under permit PRCOM20220365.

SITE DATA TABLE. Include a table on the plan set containing the following information: - Lot area; - Building sq. ft. (broken out by existing, proposed, and total); - FAR (broken out by existing and proposed total); - Impervious coverage area (broken out by existing, proposed and total); - Number of patient room beds (broken out by existing, proposed and total); - Parking spaces proposed (broken out by existing, proposed removed, and total); and - Parking spaces required (calculated as 1.8 per patient room bed + 5/1,000 sq. ft. of office area)

MECHANICAL SCREENING. In accordance with the UDO, the proposed roof-top mechanical equipment shall be totally screened from view by raising the parapet walls to a height at least equal to the height of the units being screened.

LIGHT FIXTURES. Provide cut sheets for the proposed wall packs to review for compliance with UDO Section 8.260.

PARKING LOT CURBING/PAVEMENT. - Identify the proposed new curbing type. The UDO requires CG-1 curbing. - Revise the pavement details to comply with UDO Section 8.620.F.

APPLICATION FEE. The $725 final development plan application fee has yet to be paid. The fee can paid online through the City's portal.

Include a cover sheet.

Include a FEMA National Flood Hazard information note.

Show location of all oil/gas wells, or indicate none are present, and cite the source.

Include a note stating that “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with an inspector prior to any land disturbance work at (816) 969-1200”.

Include a note stating that “All construction shall follow City of Lee’s Summit’s Design and Construction manual”.

Include the Missouri One Call System 1-800-DIG-RITE “Call Before You Dig” information.

Sidewalk construction must not exceed an 2% cross-slope and an 8.33% running slope. Therefore, it is recommended that the sidewalks be designed to include construction tolerances, which respectively refer to design slopes of 1.5% and 7.5%.

Specify the type of concrete curb and gutter to be used, as shown in standard detail GEN-4.

Specify the type of concrete mix to be used, on the heavy-duty concrete pavement cross-section.

Revise the two (2) typical asphalt pavement cross-sections to meet LS UDO section 8.620 requirements.

Add a general note or revise the typical pavement cross-section(s) drawings to show aggregate base and subgrade of (asphalt and concrete) pavements extending 1’ beyond back of curb.

Provide/show profile views of the new/proposed stormwater drainage system.

All ESC standard details shown on sheet C4.0 are outdated. Revise to shopw applicable ESC construction standard details only. Up-to-date ESC details are accessible through the Design & Construction manual tab located on the City’s website.

Include a (storm pipe) trenching and backfill detail.

Provide a construction detail for the nyloplast drain structure(s).

Indicate the Outflow elevation of the existing curb inlet (structure #7).

Provide a stormwater management memorandum.

Please provide an Engineer’s Opinion of Probable Construction Cost (EOOPCC) sheet.

Miscellaneous Correction

No comments on civil/utility plans. Architectural plans reviewed under permit PRCOM20220365.

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. Action required- Interior conditions will be reviewed during building permit review.