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 C&O #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

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. $3,189.50

Miscellaneous Correction

Development Services has not been provided with information from the Water Department regarding the condition of the existing domestic water service. Additional comments will be provided if changes/repairs are required.

Miscellaneous Correction

Proposed design for the roof drain line is acceptable, with a preferred 5' minimum setback from the existing fire hydrant and an energy dissipator at the FES.

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 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. $3,189.50

Miscellaneous Correction

Development Services has not been provided with information from the Water Department regarding the condition of the existing domestic water service. Additional comments will be provided if changes/repairs are required.

Miscellaneous Correction

The two right-of-way deeds (667242 & 598455) will need to be vacated, maintaining the necessary easements (utility, access, etc.) prior to final occupancy.

Miscellaneous Correction

Comment is for informational purposes. Awaiting information from Water Department. If there is an existing 1-1/5" water meter, you will be required to connect a 2" copper line that extends 10' into lot before transitioning to smaller pipe.

Miscellaneous Correction

Comment is for informational purposes. Due to reports of backup problems in the sanitary line at this site it is strongly recommended that all existing waste piping be video inspected and/or cleaned/jetted by licensed plumber.

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.

Miscellaneous Correction

The two right-of-way deeds (667242 & 598455) will need to be vacated, maintaining the necessary easements (utility, access, etc.).

Miscellaneous Correction

McClendon Drive. Please add the SW prefix.

Miscellaneous Correction

Proposed Pavement. The proposed asphalt and concrete pavement are not meeting the UDO requirements please revise and refer to the UDOSec 8.620, Table 8-5 Parking Lot Pavement.

Miscellaneous Correction

Monument sign. Please remove the monument sign out of the U/E easement and re-locate it so it is setback a minimum 15’ away from any public water line and sanitary sewer line.

Miscellaneous Correction

Fence. Please provide a detail of the 6’ wooden fence to be constructed along the driveway connection to SW McClendon Dr.

Revise the language written in grading/earthwork note 1. Pavement(s) thicknesses are adequately shown on sheet C5.0 (in accordance with LS UDO section 8.620) and subgrade of asphalt pavement must be treated in accordance with APWA section 2202.

Site specific notes 7 & 8 shown on sheet C3.0 discuss the use of sediment basins and earth dikes for this project. Revise to match the scope of work shown on plan view. Legend shown on sheet C3.0 needs to match the plan view scope of work, as well.

Show proposed location for reducer along the new domestic water service line, on the utility plan sheet.

Trees, east of monument sign, shown on the landscape plan sheet must be 7' minimum from edge of water mains to edge of little tree. Adding a leader or note regarding the ornamental setback requirement should be sufficient since plan view shows proper separation already.

Miscellaneous Correction

Comment is for informational purposes. Awaiting information from Water Department. If there is an existing 1-1/5" water meter, you will be required to connect a 2" copper line that extends 10' into lot before transitioning to smaller pipe.

Miscellaneous Correction

Comment is for informational purposes. Due to reports of backup problems in the sanitary line at this site it is strongly recommended that all existing waste piping be video inspected and/or cleaned/jetted by licensed plumber.

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.

Miscellaneous Correction

McClendon Drive. Please add the SW prefix.

Miscellaneous Correction

Proposed Pavement. The proposed asphalt and concrete pavement are not meeting the UDO requirements please revise and refer to the UDOSec 8.620, Table 8-5 Parking Lot Pavement.

Miscellaneous Correction

Monument sign. Please remove the monument sign out of the U/E easement and re-locate it so it is setback a minimum 15’ away from any public water line and sanitary sewer line.

Miscellaneous Correction

Fence. Please provide a detail of the 6’ wooden fence to be constructed along the driveway connection to SW McClendon Dr.

Revise the redundancy in grading/earthwork note 5.

Revise the SWPPP language, since no SWPPP report is needed for this project, in earthwork note 19.

Combine general notes 15 and 16 into a single 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”.

Monument sign has to be at least 10’ away from both existing water mains. Proposed location for monument sign needs to be revised accordingly.

On the site plan sheet, staff recommends using a different hatching for existing concrete sidewalk (to remain?).

Remove the types of curb (and gutter) that are not applicable to this project, from the legend shown on the site plan sheet.

BMP plan ref No. 4 and 7 are not shown anywhere on the ESC plan view. Label on plan view or revise the general note associated for each.

Please acknowledge that this project site does not have any storm drainage inlet structure or ESC sediment basin proposed. Revise the language shown in the ESC staging chart and in the site-specific notes to match the scope of work.

Label the necessary bends along the proposed 4” sanitary sewer lateral shown on the utility plan sheet.

Revise the asphalt pavement configurations, shown on sheet C5.0, to meet the City’s parking lot pavement requirements, found in Section 8.620 of the Unified Development Ordinance.

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 of granular bedding (aggregate fill) under the utility pipe. Revise the trenching and backfill construction details accordingly.

Sheet C5.1 contains missing standard detail information. Make sure to include.

Include the City’s GEN-2 sidewalk construction and GEN-4 Curb & Gutter standard details.

Remove item 8 from the EOOPCC sheet, since the City does not inspect that. Make sure to also revise the unit for asphalt pavement to SY.

Miscellaneous Correction

Awaiting information from Water Department. If there is an existing 1-1/5" water meter, you will be required to connect a 2" copper line that extends 10' into lot before transitioning to smaller pipe.

Miscellaneous Correction

Awaiting information from Water Department. Location and condition of sanitary waste piping in process of verification. Connection as shown may be required to change.

Miscellaneous Correction

The two right-of-way deeds (667242 & 598455) will need to be vacated, maintaining the necessary easements (utility, access, etc.).