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. $3,337.24

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

Thrust block are required at the 90 degree bends. Please show on the record drawings.

Please station the inline gate valve and both private fire line connection points in the plan view.

At Sta: 0+00, install a 90-degree bend. No valves are needed.

At the location of the west side fire line (needs a station), install a new 8” tee with two 8” gate valves (NE) and (SE) and thrust block. Add note that the (SE) valve to the fire line must be restrained to the tee with an anchor fitting.

At Sta. 17+31.66, install new 16” x 8” cut-in tee with an 8” gate valve (W) an a 16” butterfly valve (N).

At Sta. 16+66.76 install a 90-degree bend. No valves are needed.

Move the private fire line connection (needs a station) to approximately mid distance between Sta. 16+66.76 and the first bend at Sta. 16+50.76. Install a new 8” tee with an 8” gate valve (W) and thrust block. Add note that the (W) valve to the fire line must be restrained to the tee with an anchor fitting.

Please explain how the location for the west connection to the existing water line was determined.

An inline valve is required for every 1000’ of water line.

Please provide 3-8” Gate Valves for the connection to the existing water line (2 locations).

All bends must be labeled.

Please add an 8” Tee with 2-8” Gate Valves for the new private line west connection.

Please change the 90 to a Tee w 2-8” Gate Valves on the east private line connection.

The plans must note that directional boring will be required under all City streets and that no open cuts will be allowed.

Please be aware that further comments are possible pending the water model analysis.