Lee's Summit

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.

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 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 C&O #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

Code Statement

All issues pertaining to life safety and property protection from the hazards of fire, shall be in accordance with the 2018 International Fire Code. *The use of the building and tenant finish may require additional fire protection not currently shown on this plan.

Revise general project note 3 to state that all construction shall follow City of Lee’s Summit’s Design and Construction manual.

Although 2% cross-slope and 8.33% running slope are allowed, it is recommended that the sidewalks be designed to include construction tolerances. Design slopes of 1.5% and 7.5% are typical. Please note that during the inspection process, sidewalks that exceed the maximum allowable slopes at all will be rejected. There is no allowance given during construction.

On the grading and ESC plan, add/provide silt fence barrier along the northern property line. (i.e. approximately from proposed contour elevation 1030 down to proposed contour elevation 1025)

Staff recommends adding a note on the utility plan sheet about vertical clearance at crossings between utility lines to be 18” minimum.

Revise the proposed spot elevations over the concrete pavement area in order to improve the stormwater runoff drainage. A couple of corner areas appear to be susceptible to water ponding.

State where core drilling is expected to take place in order to connect new storm line to existing storm structure.

On the EOOPCC sheet, remove the cost items showing quantity = 0, item #13 and item #17. Make sure to also add cost items for the water line reducers, sanitary sewer cleanouts and sanitary sewer bends. Water linear footage estimation needs to be broken down into a 3/4 “ water service and a 1” water service cost items.

Please provide a SWPPP report and a Missouri DNR permit.

Code Statement

All issues pertaining to life safety and property protection from the hazards of fire, shall be in accordance with the 2018 International Fire Code. *The use of the building and tenant finish may require additional fire protection not currently shown on this plan.

PROPERTY LINE INFORMATION. - None of the bearings labeled on Sheet 3 match the recorded plat. Where the measured bearings differ from the plat, list both and identify them as (M) and (R) accordingly. - The property line dimension for the east-west segment coming off the northeast lot corner doesn't match the plat. List and identify the measured and recorded dimension.

ACCESS EASEMENTS. Identify the Private Access Easement covering Private Drive A and Private Drive B allowing ingress and egress to the subject property.

PARKING LOT BOUNDARY. Temporary asphalt curbing shall be installed at the southeast corner of the parking lot where a future parking lot connection will be made to the abutting property to the south at the time of its development.

BUILDING ELEVATIONS. - The building shall incorporate four-sided architecture. Extend the masonry base to all four sides of the building. - Projections and/or off-sets shall be provided on all four sides of the building to break up the large wall planes. - Incorporate vertical and horizontal architectural features to provide more visual interest and greater textural and material contrast.

Dena Mezger is an out of date contact for Public Works. Names aren’t normally needed for the City’s contact info, but feel free to include an up-to-date one.

Staff recommends increasing the font size of the street names shown within the vicinity map.

Remove SWPPP from general project note 1 since non-applicable for this project.

On the site plan sheet, show and label temporary curb across the connection to the adjacent lot. Include a detail for the temporary curb, as well.

The 90-degree turn in the sidewalk located just south of private drive A must meet slope requirements of a turning space. Label and also include design information (cross and running slopes) with the other sidewalk ramp designs.

Make sure to obtain the appropriate permission or temporary construction easement to perform grading and construction work outside of the property limits, as necessary.

Extend both northern and southern sit fence barriers up to the edge(s) of existing embankment located to the east, by the eastern property line.

In the legend shown on the utility plan sheet, add a symbol for the sanitary lateral bends/fittings. Make sure to also label them on plan view.

Revise the inaccurate location of leader B1 in the utility plan view. Make sure to also revise the B1 pipe material to Soft type K copper in the legend.

Location of reducers (from 1 in to 3/4 in), past the water meters, must be shown as well on plan view for the 4 domestic service lines. Make sure to also add a symbol for it in the utility plan legend.

Add/label the leaders for existing vs proposed grade lines within the profile view of storm line 2 shown on sheet 11.

Revise the thickness of aggregate base mentioned in CG-1 note 4 to 4” thick.

The City requires a 6”-thick minimum layer of granular bedding (aggregate fill) under utility pipe. Revise the trenching and backfill construction detail(s) accordingly.

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

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

Code Statement

All issues pertaining to life safety and property protection from the hazards of fire, shall be in accordance with the 2018 International Fire Code. *The use of the building and tenant finish may require additional fire protection not currently shown on this plan.