Lee's Summit

Sheet C-1: • The Summary of Quantities Table and the Engineer's Estimate of Probable Construction Costs should match. Revise both as needed. • Review and revise as needed the Erosion and Sediment Control items and quantities. An item for Temporary Construction Entrance should be included and the Inlet Protection Unit should be Each.

Sheets C-4 – C-10: • Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” • Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.

Sheet C-8: Revise the MH C-1 label to include “Drop Inlet” in the Plan view on this and any other applicable sheet.

Engineer's Estimate of Probable Construction Costs: • Include erosion control items in the estimate. • Review quantities for items 1, 3 and 4 and revise if required.

Sheet C-1: • Verify the quantity of 8” sanitary sewer main in Summary of Quantities, it appears incorrect. • Include items for erosion and sediment control in the Summary of Quantities.

Sheet C-3: Label the sanitary sewer upstream of MH D-2 as private.

Sheet C-4: • Label removal and replacement of MH A-1 in both Plan and Profile views. • Show the water line crossing between MHs A-1 & A-2 in the Profile view.

Sheet C-5: • The “Proposed Water Line G” label is incorrectly located in the Plan view. • Relocate the easement label that is overlapping the MH A-11 text in the Plan view. • There is a lot of overlapping text around MH A-2 in the Plan view. Please relocate for clarity.

Sheet C-8: The storm sewer crossing information between MHs C-1 & C-2 in the Profile view is not the same format as all of the other crossings. Please revise to match the format used elsewhere.

Sheet C-11: • Revise the Construction Entrance detail number to match the detail included in the plan set. • ESC-04 is shown as the detail number for straw wattles, but it is not included in the plan set.

Submit an Engineer's Estimate of Probable Construction Costs.

Since the alignment requires significant revision, only a cursory review has been done. Upon resubmittal with a revised alignment, a complete review will be done. The comments from this review follow.

Revise the sanitary sewer alignment to serve all lots while minimizing the length of line and number of manholes as discussed with Bill Heatherman on 1/15/19.

Add general notes indicating the following, at a minimum: • Construction shall conform to Lee’s Summit Design and Construction Manual • Contractor to notify Development Engineering Inspection at 816-969-1200 at least 48 hours prior to starting work

Include a summary of quantities table.

Label all lots shown on each sheet.

Relocate the label for Ex MH C-0 on Sheet C-2 for clarity.

Include Erosion and Sediment Control plans on separate sheets for prior to, during, and after construction.

Add a construction entrance for the work area south of the park.

Include the APWA construction entrance standard detail in the plan set.

Revise the flowlines in the Profile views so that the incoming flowlines are shown on the upstream side of the flowline label and the outgoing flowlines are shown on the downstream side of the flowline label.

If no manholes are shown to be shallow manholes, please remove the standard details from the plan set.

Update the Sanitary Sewer Study to reflect the proposed conditions shown in the plan set.

Submit the following: • Engineer’s Estimate of Probable Construction Costs • SWPPP