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. $17,332.85

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

Please contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $17,332.85

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

Please contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $17,332.85

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

Please contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. The Starbucks fire area shall be designed to keep the occupant load less than 100, or an automatic fire sprinkler system will be required. Confirmed at building permit review.

Water meter appears to be oversized. Provide calculations to justify use of 2” water meter. If intended for irrigation, provide irrigation system design including location and method of backflow protection. 7/9/20 - Water piping & meter no longer shown on utility plan. Assumed that design has changed to reuse existing. Field verify.

Please submit the revised engineering set of plans in a multipage pdf format.

Since the proposed water line size is 2”, please add a “ 2” water main tap" leader pointing at the proposed connection location, along the 8” water main. Feel free to include the additional info either in the labels (leaders) or in the notes.

Please list the pipe material for the 2” water line to the building and for the ¾” hose bib line. Please include the additional info either in the labels (leaders) or in the notes.

Please revise cut-in wye dimensions to 8” x 4” for sanitary sewer lateral connection, on the utility sheet.

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. The Starbucks fire area shall be designed to keep the occupant load less than 100, or an automatic fire sprinkler system will be required. Confirmed at building permit review.

Please include a general note stating that all construction shall follow the City of Lee’s Summit’s Design and Construction manual.

Please show/label the proposed water meter size, on the utility sheet.

Please show/label the proposed water main tap size, on the utility sheet.

Please show/label the existing 8” water main size, on the utility sheet.

Please show/label the location of the existing fire hydrant on-site, on the utility sheet. Make sure to indicate if relocating the fire hydrant would be necessary.

Please show/label the purpose of the ¾” water line, on the utility sheet. If the purpose of the ¾” water line is to supply the hose bib by the trash enclosure, please mention within the associated leader. Also, the line for the hose bib must not be tapped into the service line or water meter. It will most likely be connected internally to the building.

Please revise to 8” x 4” cut-in wye for sanitary sewer lateral connection, on the utility sheet.

Please indicate the width of the private sidewalk within the set of plans.

Water meter appears to be oversized. Provide calculations to justify use of 2” water meter. If intended for irrigation, provide irrigation system design including location and method of backflow protection.

The new RTUs on do not seem to be screen on all sides. All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. Please provide details on how you propose to screen the RTUs.

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. The Starbucks fire area shall be designed to keep the occupant load less than 100, or an automatic fire sprinkler system will be required. Confirmed at 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. The Starbucks fire area shall be designed to keep the occupant load less than 100, or an automatic fire sprinkler system will be required. Confirmed at building permit review.

The required Ownership Affidavit is missing required information (legal description and application type) and is incomplete. Please complete the form as required.

All proposed signed shall comply with the UDO requirements. Signs will be approved by separate application.

Please note that the only approved ADA sign is the R7-8 type. Please add a note to the ADA detail on sheet C4.1 that stated this requirement.

Are new RTU’s being proposed? Please show a dashed line on the elevations indicating the roof line and rooftop mechanical equipment.

Please provide the manufacturer’s specification sheets for proposed exterior lighting to include both parking lot pole mounted and wall mounted fixtures. If you are retaining the existing lighting please make a note of that.

Please provide the location, height, intensity and type of outside lighting fixtures for buildings and parking lots. Please also provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

Please show the location of all oil and/or gas wells within the subject property. If none are present please note such and cite your source of information.

Please include the impervious coverage and floor area ratio (FAR) in the site data table on sheet C2.0.

The use of curb blocks in parking areas shall be prohibited, except at the head of accessible parking spaces when they are adjacent to a pedestrian walkway with no raised curb. The parking stall adjacent to the north side of the building show the use of parking blocks. Please update the proposed plans to meet the UDO requirements.

As proposed you are not meeting the minimum required parking standards. A request for approval of an Alternate Parking Plan may be considered but must be accompanied by a parking demand study or other data that establishes the number of spaces required for the specific use. The study or data may reflect parking for the same use existing at a similar location or for similar uses at other locations. Published studies may be utilized to support alternative parking requests.

As proposed the 76’+ roof line roof line on the northern elevation is flat with no horizontal breaks. Staff would like to see additional architectural articulation in the roof line on this elevation.

Please clearly delineate the area of work.

Please add an oil and gas general note on the cover sheet. Show location of all oil/gas wells, or indicate none are present, and cite the source.

Please include a legend for the plan view hatched area, located on the demolition plan sheet.

Please provide an EOOPCC sheet (cost estimate).

Please show J-hooks along silt fence onto the ESC plan sheet as required by the silt fence standard detail APWA ESC-03.

Please use a different line pattern to better highlight the limits of disturbance on the ESC plan sheet. Make sure to also indicate the 0.5405 acres of land disturbance on this sheet a well.

Please revise (applicable) pavement details to show aggregate base extending 1’ beyond the back of curb.

Top and bottom of curb elevations appear quite tiny on the grading sheet, please improve lettering (e.g. Slighlty increase the elevation font for clarity).

Two general notes on the ESC plan sheet refer to a SWPPP plan. Is there one intended to be provided along ? If yes, please do so. However, the City usually requires a SWPPP when the disturbance area is greater or equal to 1 acre.

On the cover sheet, 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”.

On the cover sheet, please revise the project contact list to include Sanitary with Water, rather than with Storm. Water Utilities is responsible for both sanitary and water.

On the cover sheet, please label SW Raintree Drive within the Vicinity Map.

On the grading plan sheet, please add a north arrow and scale to the sheet.

On sheet C4.1, please delete “Type 1” from the aggregate base labels, it is not used by the City.

On sheet C4.1, please replace the Concrete Curb and Gutter Detail with the City’s standard detail.

On sheet C4.1, please revise Barrier Curb Detail Note 1 to meet the concrete mix requirements in Design and Construction Manual LS Section 2604.2.A.

On sheet C5.0, part of the Construction Parking as well as the Concrete Washout is shown over existing pavement shown to remain. Please revise.

On sheet C5.0, Add a north arrow and scale to the sheet.

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. The Starbucks fire area shall be designed to keep the occupant load less than 100, or an automatic fire sprinkler system will be required. Confirmed at building permit review.