Lee's Summit

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.

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. $36,173.36

Additional silt fence is needed along the entire southern property line and at the northeastern point of interest (POI).

The trash enclosure detail was never uploaded. Please upload it.

Wall mounted lighting specs where never uploaded. Please upload it.

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. Additional fire protection systems and assemblies may be required depending on the use of the building.

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.

Re-evaluate the limits of the area to be disturbed. If above 1 acre, a SWPPP report and a MDNR permit would be required.

J-hooks are intended to trap the muddy runoff flowing from uphill. Revise the direction(s) of J-hooks accordingly.

Extend the 10-year HGL upstream, and remove the “install 8” to 10” reducer” statement shown on sheet 5 since no longer needed.

Indicate the type of Portland Cement Concrete to be used, on sheet 10.

Revise the language of the trenching and backfill detail. 12 inches (minimum) of bedding aggregate is required above the top of the pipe.

Include the GEN-3A (ADA ramp) and the type CG-1 curb and gutter construction standard details.

Draw all the existing public utility lines on the landscape sheet. Provide a 5 feet minimum setback between the existing public utility lines and the proposed overstory trees. Also, there is an existing 20 feet wide U/E along the eastern property line. Only ornamental tree varieties are allowed within public easements.

Update the Engineer’s Opinion of Probable Construction Cost (EOOPCC) sheet. Revise the (unit) price of 4” crushed stone and inlet protections. The quantity for construction entrances and inlet protections need to be revised as well. Also, replace the “connection to existing water main” item with “connection to existing storm inlet”.

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. Additional fire protection systems and assemblies may be required depending on the use of the building.

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.

This was never uploaded. Trash enclosure. You mentioned the trash enclosure spec are on the architectural plans. This seems to be overlooked. Please upload plans so we can verify that they meet the UDO requirements listed under Sec. 8.180. - Architectural characteristics. G. Trash enclosure.

This was never uploaded Mechanical equipment. Please show in a dashed line where the mechanical equipment will be. If it is on the roof please show it being behind the parapet wall, or if it is on the ground please show it being screened. For more information refer to UDO Sec. 8.180. - Architectural characteristics.

This was never uploaded Exterior wall mounted lighting. Please show specifications for all exterior wall lighting. Wall packs shall comply with the design standards of UDO Section 8.260.

Correct the typo in the Property Description. “…a subdivision no in the City…”

Correct the typo in General Note 1. “These provisions shall in now way absolve…”

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

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

Correct the drainage easement crossing the lot. Portions were vacated and relocated in the minor plat approved by Jackson County on 11/10/2021.

Show the existing private drive, located to the NW of the current commercial entrance, directly across the east-west road.

Show (the footprint of) the existing buildings, located directly west on to the adjacent property.

On the site grading plan, include a leader or a note that will caution the contractor about the proximity of the public 8” water main running along the southern lot line.

Instead of an 8”x8”x8” tee with reducer, please consider installing a storm structure, such as a nyloplast drain basin, that will link both 8” inflow pipes (from the south and the west) to the 10” outflow pipe (to the north).

In plan view of sheet 5, add a leader that indicates the linear footage of the proposed 15” storm pipe that will run from curb inlet 1B to curb inlet 1A.

As shown in the ESC-03 detail, J-hooks are required within the ESC plan. Given the silt fence 100’ maximum runs for J-hooks, locate the needed J-hooks on sheet 8. Silt fence barrier needs to be installed along the northern lot line, as well.

ESC measure such as silt dike could be used at the southern cross-access entrance. Also, make sure that the eastern “grate inlet sediment filter” leader points at the right location.

Show on the utility plan sheet, a 2” pipe running from the reducer to the water main. Make sure to relocate the sanitary lateral information so that the elbow of the domestic water service line is visible. The size of the connecting public water main needs to be indicated, as well.

Show/label the path(s) of the existing storm drainage lines, located within the private storm easement, on the utility plan sheet.

Revise the proposed pavement cross sections to meet the minimum pavement requirements as shown in the City’s UDO section 8.620. Also, clearly show on the site plan sheet the proposed whereabout of each pavement section. Remove the pavement cross sections that are not part of the current scope of work.

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.

Include a pipe trenching and backfill detail. 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.

Include the STM-1 (curb inlet), GEN-2 (sidewalk) and applicable ESC construction details. Standard details are accessible through the Design & Construction manual tab located on the City’s website.

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%. Include a note that shares this information.

Sidewalk would have to connect, a couple of feet south, out of the existing ramp in order to match the design of the other existing ramps at the street intersection. Make sure that the resulting turning space meets ADA requirements.

Only ornamental tree varieties are allowed within public easements. A 5 to 7 feet setback is also necessary from existing public utility lines to proposed overstory trees. Review and verify that the landscaping plan sheet meets these requirements.

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

Trash enclosure. The trash enclosure concrete pad only measure 29’. This does not meet the UDO. Please push the trash enclosure back a foot so that it meets the 30' requirement. Refer to UDO Sec 8.620-Parking lot design, C under Improvement of parking and loading areas.

Trash enclosure. You mentioned the trash enclosure spec are on the architectural plans. This seems to be overlooked. Please upload plans so we can verify that they meet the UDO requirements listed under Sec. 8.180. - Architectural characteristics. G. Trash enclosure.

Drive-through queue. Show the vehicle stacking from the drive-through pick-up window and from the order box. A minimum 4 vehicle stacking is required from the window and minimum 5 vehicle stacking from the menu board.

Parking lot light poles. The pole light fixtures exceed the maximum allowable heights under UDO Section 8.250.D.2 and 8.250.D.3.

Pavement design. The light duty asphalt and concrete pavement details do not meet the minimum standards of UDO Section 8.620.F.1.a

Landscape island. The landscape island on the east end next to the building only measures 6’,this does not meet the UDO requirements of a minimum of 9'. Please refer to Sec.8.810.B

Center Line. Please label the center line on NW Donovan Rd.

Curbing. The minimum width for all two-way drive aisles shall be 24’ of pavement width. None of the two-way aisles around the site meet the minimum width. For example, the south drive connection to the convenience store to the west has a pavement width of only 20’. Since you are proposing a CG-1 curbing, you cannot include the curb or the gutter in the drive aisle width measurements. This includes the drive-thru isle. Please refer to UDO Sec. 8.620. - Parking lot design, E. 4

Drive thru. The drive thru aisle has to measure a minimum of 10’ again not including CG-1 curb and gutter. Please refer to UDO Sec. 8.570. - Queuing requirements for drive-through facilities. C Design.

Exterior wall mounted lighting. Please show specifications for all exterior wall lighting. Wall packs shall comply with the design standards of UDO Section 8.260.

Mechanical equipment. Please show in a dashed line where the mechanical equipment will be. If it is on the roof please show it being behind the parapet wall, or if it is on the ground please show it being screened. For more information refer to UDO Sec. 8.180. - Architectural characteristics.

Accessible parking spaces sign. Please show the accessible parking spaces signs with dimensions.

Parking lot screening. The bushes you are proposing only measure to 2’. The UDO requires them to be at least 2.5’ at the time of planting, please see UDO Sec. 8.820. - Screening, parking lot. A.

Legend. Please show a legend showing all symbols that do not have a label. The legend on sheet 4 has items listed that are not on the plan. Please remove these items if you are not intending to show them.

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. Additional fire protection systems and assemblies may be required depending on the use of the building.

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.