Lee's Summit

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $3,780.02 (which is based on 3% of the total infrastructure cost plus a water test inspection fee) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit from the Codes Administration Department.

DE C&O #11 Pavement Thickness

Private pavement sections shall either follow Article 12 of the UDO or Table LS-2 or LS-3 of the Design & Construction Manual for pavement thickness and base requirements.

DE Contact Field Eng. Inspector

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.

DE Contact ROW Inspector

Contact a Right-of-Way Inspector at (816) 969-1800 prior to any land disturbance within the right-of-way. These activities may require a 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.

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.

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. For information only.

Exterior materials: Wood is a conditional material only approvable by the Planning Commission and City Council through a Prelimanry Development Plan Public Hearing Process. Staff cannot approve the proposed engineered wood material. An Alternate material that can be administrative pproved by the staff is a wood grain fiber cement product. Please see Article 7 of the UDO for other approved materials.

Fire lane: The site plan does not call out a fire lane. The details sheet only calls out light duty asphalt. A fire lane is required to be designed to a standard to support the weight of fire equipment. Please see Article 12 in the UDO, section 12.120 F, fo rthe heavy duty design standards.

Revise the Engineer's Estimate of Probable Construction Costs to include individual erosion control items, as well as concrete flume, sidewalk, and ADA-ramp.

ADA detectable warnings are not required at a commercial entrance. Please revise.

Include appropriate erosion protection downstream of the flume discharge. Include standard details in plan set.

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.

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. For information only.

Include pavement design meeting the requirements of Unified Development Ordinance (UDO) Article 12, "Parking".

Provide a pavement design for the commercial entrance (i.e., now labeled as "private street"), and ensure it follows the standards for a commercial collector in Section 5200 of the Design and Construction Manual, Table LS-2 or LS-3. Ensure the entrance is constructed of 8" KCMMB from the sawcut in the pavement, to the right of way line.

Please provide a specific design (i.e., not a generic design) of each ADA-accessible ramp within the right of way, which includes the fourteen (14) bullet poiint design details contained in Section 5304.8. Ensure the design meets the standards listed on Table LS-5 of Section 5300.

Label the wye to be cut in at the connection to the existing sanitary sewer.

Include energy dissipation at the flume discharge to prevent erosion.

Provide the SWPPP.

Consider relocating the trash enclosure. The current location could cause safety concerns if used when vehicles are present.

Non-Setback Curb Inlets are not allowed, please revise.

Provide separation at the water line - storm sewer crossing.

Include a fire line with backflow preventor vault.

Remove reference to Johnson County Wastewater from Utility Note 7.

Review details to be either City of Lee's Summit or APWA current details, or private details that meet the City requirements. Delete the City of olathe Non-Setback Curb Inlet detail.

Submit an Engineer's Estimate of Probable Construction Costs.

Connect to the shared driveway.

Recommend moving the drive thru to the opposite side of the building to minimize conflicts with walk-up, employee, and other traffic.

Add a bike rack and consider seating area.

Data Table: - Add FAR- see Sec 5.270 of the City's Unified Development Ordinance (UDO) - Add Impervious Coverage Square Footage and Percentage

Trash Enclosure: Provide a detail for the proposed trash enclosure. The enclosure shall be constructed of masonry walls and solid steel gates painted a color complementary to the enclosure walls and building the enclosure serves.

Mechanical equipment: - Roof-top equipment is showing on south building elevation-see Sec 7.180.E. - Dash in the RTU on the west building elevation on Sheet A-201.

Material: The building elevations show the use of wood lap siding. Wood is not an allowed building material that staff can approve. Wood may only be used with Planning Commission and City Council approval through the public hearing process. Staff suggests using a fiber cement lap siding as an alternate material to achieve a wood appearance. Other approved materials-see Sec 7.170.

Lighting: - No lighting information is provided or shown on the plans. Parking lot lighting shall be provided in accordance with Section 7.250. Are any wallpacks proposed? Show parking lot lighting and wallpacks on the site plan and building elevations as appropriate. - A photometric plan shall be provided in accordance with Sectino 7.230. - Cut sheets for all exterior light fixtures shall be provided for review and approval. See Sections 7.220 through 7.270 for all exterior lighting requirements.

Surrounding property information: Label the existing zoning and land use information for the adjacent properties to the east and south.

Signage: Will you have any way-finding or monumnet signs? All signage will comply with the requirements of Article 13 of the UDO.

ADA Signage: Revise the handicapped sign detail on Sheet C7 to indicate a mounting height of 3' minimum and 5' maximum above grade, measured to the bottom of the sign.

A-201 Scale: Scale is labeled incorrectly on J13 and A13

Lot Line: Please make lot line darker to emphasize seperation between Lots 4 and 5.

Recommendations: Sidewalk connection from proposed sidewalk along SW Lemans Lane to building? Sidewalk connection between building and parking to designate safe crossing for pedestrians to cross drive-through? Installing some type of outdoor seating? Installing a bike rack?

PAVEMENT DETAIL. Provide a parking lot pavement detail. The pavement design is governed by Section 12.120.F.

PARKING LOT SCREENING. Parking lot screening shall be provided along the north side facing M-150 Hwy. Screening shall be provided to a height of 2.5' using evergreen shrubs at a rate of 12 shrubs for every 40 linear feet of parking lot frontage.

SCALE. Correct the listed scale for the north and south elevations on Sheet A-201. The scale is listed as 3"=1', rather than the correct scale of 3/8"=1'. The east and west elevations list the correct scale.

PARKING LOT CONNECTIVITY. As discussed in the pre-application meeting, the proposed parking lot needs to provide a connection to the existing shared driveway access currently serving the bank to the west. The shared drive/cross-access between the bank lot, the subject lot and the vacant lot to the east was shown and approved on the preliminary development plan for the center.

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.

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. For information only.