Lee's Summit

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 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. $33,851.33

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.

Misc.

An As-Graded and As-Built drawing shall be submitted to and reviewed by the City for the detention basin. This shall be required prior to issuance of a Certificate of Substantial Completion. All precautions should be taken to ensure detention pond and outlet structure are constructed according to the approved plans; volumes and elevations are critical for As-Built approval.

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 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. $33,851.33

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.

Misc.

An As-Graded and As-Built drawing shall be submitted to and reviewed by the City for the detention basin. This shall be required prior to issuance of a Certificate of Substantial Completion. All precautions should be taken to ensure detention pond and outlet structure are constructed according to the approved plans; volumes and elevations are critical for As-Built approval.

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.

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. Action required- The Knox box shall be located 6' AFF over the FDC. Verified at ibuilding permit plan review and inspection.

Please provide proof of acceptance from MoDOT.

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 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. $33,081.43

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.

Misc.

An As-Graded and As-Built drawing shall be submitted to and reviewed by the City for the detention basin. This shall be required prior to issuance of a Certificate of Substantial Completion. All precautions should be taken to ensure detention pond and outlet structure are constructed according to the approved plans; volumes and elevations are critical for As-Built approval.

Miscellaneous Correction

Dumpster enclosure. It appears the gate material you are proposing does not meet the UDO requirements. Please refer to Sec 8.180, Architectural Characteristics, letter G. Please see UDO requirements it does not allow for wood gates. The UDO only allows for steel.

UDO Section 8.620.F2.a requires CG-1 curb. Type CG-2 is not allowed in the location shown. Please revise.

Please revise the Storm Sewer Trench and Bedding detail to show a minimum 12” layer of granular fill above and a minimum 6” layer below pipe.

Only 3” and larger water meters are required to be in a vault. The 1” meters will utilize the valve box as shown in Standard Detail WAT-9.

A backflow preventer and vault are not required for the water domestic service line. The irrigation meter requires a backflow preventer, but it isn’t required to be in a large concrete vault.

Please include in plan set how the backflow vault sump will be drained.

Approved pending MoDOT's review/approval.

Miscellaneous Correction

Backflow preventers are designed to be RPZ type above grade with heated covers. Action required: Comment is for informational purposes. While code compliant this method of protection is not recommended in this climate. - Recommend that irrigation BFP is changed to double check style below grade. - Recommend BFP for building service is relocated to inside the building.

Miscellaneous Correction

1.5" tap/corp not available. Action required: Specify either 1" or 2" tap at water main.

Miscellaneous Correction

Site lighting design not found in submittal. Action required: Provide complete site lighting design that includes all circuitry and light pole base detail.

Miscellaneous Correction

2018 IPC 305.4 Freezing. Water, soil, and waste pipes shall not be installed outside of a building, in attics or crawl spaces, concealed in outside walls, or in any other place subjected to freezing temperatures unless adequate provision is made to protect such pipes from freezing by insulation or heat or both. Exterior water supply system piping shall be installed not less than 6” below the frost line (42” below grade) and not less than 12 inches below grade. Action required: Modify general note #18 on Sheet 20. Minimum burial depth for water piping is 3'-6".

Miscellaneous Correction

Front building setback. On page 8, you show the correct 15’ setback in the table, but on the drawing you show it as 20’. There are multiple pages that show 20’ for front yard setback

Miscellaneous Correction

Dumpster enclosure. It appears the gate material you are proposing does not meet the UDO requirements. Please refer to Sec 8.180, Architectural Characteristics, letter G. Please see UDO requirements it does not allow for wood gates. The UDO only allows for steel.

Miscellaneous Correction

The minimum required drive width is 24’ of pavement, or rather 28’ from back-of-curb to back-of-curb. The drive stubbing to the east and the drive entering the parking lot on the east side of the building are drawn only having 22’ of pavement width, or rather 25’ from face-of-curb to face-of-curb. Revise to have 24’ pavement width in accordance with UDO Section 8.620.

Miscellaneous Correction

Land Use Schedule. The schedule provided on Sheet 8 has line items for “Number of Dwellings” and “Dwelling Units per Acres”. Remove both line items. There are no dwellings on the property.

Miscellaneous Correction

Temporary Asphalt Curb. Provide a temporary asphalt curb across the drive boundary where said drive will be extended to the west whenever that property is developed.

Miscellaneous Correction

Exterior Lighting. Please show all exterior lighting specifications (wall and pole lighting), including pole heights with the base. Refer to the UDO Subdivision 5-Lighting Standards.

Please provide confirmation of acceptance from MoDOT for the proposed access to Blue Parkway.

Mention “Final Development Plan” or “Final site Development Plan” within the headline of the cover sheet.

Revise general note 5 to state that “all construction shall follow City of Lee’s Summit’s Design and Construction manual”. General note 9 should refer to the “City of Lee’s Summit’s Design and Construction manual” as well.

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

Please make sure to obtain the appropriate permission or temporary construction easement in order to perform grading or land disturbance work outside of the property limits.

Revise the overlapping and/or unreadable information shown on the ESC phase I plan sheet, and throughout the set of plans.

Provide silt fence along the western property line, as well.

As shown in ESC-03, J-hooks are required within the ESC plan. Given the silt fence 100’ maximum runs for J-hooks, please locate the needed J-hooks.

Relocate the monument sign 5 feet minimum away from the edge of U/E.

The site plan sheet appears to show a CG-2 curb and gutter on the western edge of the commercial entrance and a CG-1 curb and gutter on the eastern edge. Please clarify whether this is the intent. Or revise to show a single type of curb and gutter along both edges.

Show/label a temporary curb across the connection to the western adjacent lot, on sheet 8. Include a detail for the temporary curb, as well.

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.

On sheet 10, the “Geogrid or chemically stabilized subgrade” language should be shown within the 12” subgrade layer, for asphalt pavement construction only.

Include the GEN-2 construction standard detail.

The City requires a 12”-thick minimum layer of granular bedding (aggregate fill) above the edge of utility pipe and a 6”-thick minimum layer below. Revise the trenching and backfill construction detail(s) accordingly.

For a 1” water meter, a 1” pipe shall be installed from the connection point up to past the water meter, then an inverted reducer can be placed if needed further along the domestic water service line. The City Project manager will reach out to the design engineer in order to share our take on the most efficient configuration of the water utility network for this development.

Soft type “K” copper service line shall extend a minimum of 10 feet beyond the meter well, between the water meter and the private customer.

The proposed 6” fire line must connect to the 8” water main via an 8” x 6” tee. While, the proposed 1” domestic water service line must connect to the 8” water main via a 1” tap.

The proposed 6” sanitary sewer lateral must connect to the 8” sanitary main via an 8”x 6” cut-in wye.

In regard to the stormwater report, there is a typo in the 10-year event allowable peak flowrate in the bottom table on Page 6.

In regard to the stormwater report, there are 2 typos in the upper text box and the text is cut off in the lower text box on the Inlet Report in Appendix C.

Please provide a SWPPP report and Missouri DNR permit.

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

Miscellaneous Correction

Front building setback. On page 8, you show the correct 15’ setback in the table, but on the drawing you show it as 20’. There are multiple pages that show 20’ for front yard setback

Miscellaneous Correction

Dumpster enclosure. It appears the gate material you are proposing does not meet the UDO requirements. Please refer to Sec 8.180, Architectural Characteristics, letter G.

Miscellaneous Correction

The minimum required drive width is 24’ of pavement, or rather 28’ from back-of-curb to back-of-curb. The drive stubbing to the east and the drive entering the parking lot on the east side of the building are drawn only having 22’ of pavement width, or rather 25’ from face-of-curb to face-of-curb. Revise to have 24’ pavement width in accordance with UDO Section 8.620.

Miscellaneous Correction

Land Use Schedule. The schedule provided on Sheet 8 has line items for “Number of Dwellings” and “Dwelling Units per Acres”. Remove both line items. There are no dwellings on the property.

Miscellaneous Correction

Temporary Asphalt Curb. Provide a temporary asphalt curb across the drive boundary where said drive will be extended to the west whenever that property is developed.

Miscellaneous Correction

Exterior Lighting. Please show all exterior lighting specifications (wall and pole lighting), including pole heights with the base. Refer to the UDO Subdivision 5-Lighting Standards.

Miscellaneous Correction

Backflow preventers are designed to be RPZ type above grade with heated covers. Action required: Comment is for informational purposes. While code compliant this method of protection is not recommended in this climate. - Recommend that irrigation BFP is changed to double check style below grade. - Recommend BFP for building service is relocated to inside the building.

Miscellaneous Correction

1.5" tap/corp not available. Action required: Specify either 1" or 2" tap at water main.

Miscellaneous Correction

Site lighting design not found in submittal. Action required: Provide complete site lighting design that includes all circuitry and light pole base detail.

Miscellaneous Correction

2018 IPC 305.4 Freezing. Water, soil, and waste pipes shall not be installed outside of a building, in attics or crawl spaces, concealed in outside walls, or in any other place subjected to freezing temperatures unless adequate provision is made to protect such pipes from freezing by insulation or heat or both. Exterior water supply system piping shall be installed not less than 6” below the frost line (42” below grade) and not less than 12 inches below grade. Action required: Modify general note #18 on Sheet 20. Minimum burial depth for water piping is 3'-6".