Lee's Summit

The proposed wall signs/canopy signs will require separate permit review and approvals.

All proposed ground mounted and roof mounted units shall be screened from view by methods approved by the Unified Development Ordinance.

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. $2,901.00

DE Contact Field Eng. Inspector

Contact Field Engineering Inspections 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 C&O #12 Cut & Fill

Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.

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.

The elevations need to be revised to address some architectural concerns of the proposed building. This building should be more compatible and complimentary to the adjacent gas station. Revise the columns of the canopy to be brick similar to the gas station. Revise the brick pilasters to give the brick columns some depth and articulation. Include faux windows on the front elevation. Remove the red ACM panels on the main building. Replace this banding with something similar to the gas station building (stucco banding?). The red aluminum panels are a conditional material and would require Planning Commission and City Council approval.

Expand drive lane area for 3rd stall, it seems a bit tight.

The proposed wall signs/canopy signs will require separate permit review and approvals.

How will supplies be delivered and stocked to this site?

It is noted landscaping will be removed in the area in front of the existing fueling canopy area. Any landscaping removed will be required to be replaced.

The scale seems off on some of the dimensions on sheet C2.1 (parking stalls and other call outs). Label the dimension of the width of the proposed parking stalls.

Provide the manufacturer's specification for all proposed exterior building lighting.

Revise the concrete paving detail to meet the standards set forth in the Unified Development Ordinance, Article 8.

Reference and provide CG-1 curbing within the detail.

Reference the Traffic Engineering comment regarding sidewalks. Revise the plans to show this connection.

Will there be roof-top units or ground-mounted mechanical units? Please clarify and provide the method of screening.

Will any portion of the canopy extend within the sanitary sewer easement? No encroachment into the easement is allowed, either by the canopy, or the columns, or the footings for the columns.

Sheet C2.1: Cross-hatch pattern is shown, and it appears this is pavement marking?

Detail Sheets: SAN-1 standard detail is missing, and is required.

Sheet C5.0: If using PCC for pavement, the standard design from the Unified Development Ordinance (UDO) requires a minimum of 4 inch aggregate base. In addition, the detail showing 6 inches beyond the back of curb needs to be revised to a minimum of 12 inches behind the back of curb.

It is unclear how the farthest south drive-through lane will function. It appears the geometry will not allow for safe passage of a vehicle.

An erosion and sediment control plan was missing. Even though this project is relatively small, an erosion and sediment control plan is required for all projects with disturbed areas greater than 2000 sq. feet.

Sheet C1.0: If removing the crosswalk as shown, then a new sidewalk is recommended along the north side of the private drive. Please see comments from the City Traffic Engineer concerning these recommendations.

An itemized and sealed Engineer's Estimate of Probable Construction Costs for sitework is required as part of the final submittal drawings. The Engineering Plan Review and Inspection Fee is based on this estimate of sitework, and calculated at 3% of the sitework. Items to include in the estimate are: 1) demolition, 2) new PCC pavement and sidewalk, 3) aggregate base, including the area one (1) foot beyond the back of curb, 4) curb and gutter, 5) sanitary sewer connection and lateral, 6) water lines and connections, 7) erosion and sediment control measures and devices, and 8) final restoration, including sodding, seeding, fertilizer, mulch, and topsoil.

Recommend a sidewalk from the Cedar Creek Xing intersection along the paremeter drive between Hy-Vee Grocery and Hy-Vee C-Store/Service Station and the Hy-Vee C-Store/Service Station driveway to replace the pedestrian route that is removed. This route provides pedestrian access between land uses/properties without traffic conflict associated with fueling activity.

Where crosswalk removal is proposed, the associated ramp, sidewalk and path should also be removed, backfilled and sodded.

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.