Lee's Summit

Miscellaneous Correction

Provide complete sight lighting plan that includes all circuitry and pole base details if applicable. Provided in the building permit set.

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 C&O #12 Cut & Fill

Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.

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. $32,553.46

DE Reclaimed Pond Site

Submittal of a geotechnical report to the City for the reclaimed pond site shall be required prior to the issuance of any building permit on the affected lots.

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.

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.

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.

ROW WIDTH. Label the ROW widths for both NE Town Centre Dr and NE Town Centre Blvd.

SIDEWALKS. Label the width of the existing sidewalk along NE Town Centre Dr.

LIGHTING. Provide manufacturer specifications for all proposed wall pack fixture and parking lot pole fixtures for review. Fixtures shall comply with the requirements of UDO Section 8.220, 8.250 and 8.260.

STREET NAME. The architectural FDP plan set mistakenly identifies NE Town Centre Blvd (the north-south street to the west) as Independence Ave. Correct.

Submit an Engineer's Estimate of Probable Construction Costs, SWPPP, and MDNR Permit.

Please note: 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.

Sheet C1.0: Show location of all oil/gas wells, or indicate none are present, and cite the source. Field survey evidence isn’t sufficient.

Sheet C1.2: • Clearly identify the existing retaining wall along the street frontage. • The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.

Sheet C1.4: • Remove or reword Utility Notes 2 & 5. Coordination of the public water and sanitary lines with the city will be through separate projects and plan sets. • The vault standard detail specifies a concrete bottom, not gravel. Please revise or clarify. • All pipes greater than 6” diameter require profiles. Please add the fire line profile, with size, material, length, bends, valves, etc.

Sheet C2.1: • Please review proposed contours. Many near the south edge of the site are shown making 90 degree or greater bends, which aren’t practical. • At the north end of the detention basin, there is an end section or riprap, or similar. Please clarify what it is and if it is temporary or permanent.

Sheet C2.2: • Please revise the silt fence along the north edge of the site. As shown, it won’t provide sediment control. • The note and staging chart clearly indicate that there is to be a sediment basin constructed during this phase. Please include that information on the Plan view.

Sheet C2.3: Please revise the silt fence along the north edge of the site. As shown, it won’t provide sediment control.

Sheet C2.4: The maximum allowable design cross-slope for sidewalks is 1.5% Please revise the ADA Ramp details accordingly.

Sheet C3.4: • The Finish Floor Elevation text is covering part of the Str. 1-5 label in Plan view. Please revise for clarity. • Str. 1-2 thru 1-6 are labeled as existing in Profile view. Please revise. • Str. 1-4 and 1-5 do not meet the required 0.5’ drop across the inlet. Please revise. • Remove the hatching from the storm sewer pipes in Profile view for clarity on this and all other storm sewer profiles.

Sheet C3.6: • Bends are not allowed on storm sewers. Changes in direction must be made at a structure. Please revise Line 7 accordingly. • Please revise the size in the Str. 7-1 Plan view label. It includes a typo.

Standard Details: • Please include standard details for rock ditch check, sediment basin with design chart completed, nyloplast inlet, and driveway detail. • Remove all details not used on this project.

Sheet C4.5: • Weir opening width does not match between Plan and Section views. Please reconcile. • Weir elevation does not match between Plan and Section views. Please reconcile. • Section views show the 15” and 24” pipes as outlet pipes. Is this the intent? • Please include the elevation of the bottom hole in the perforated riser and verify the basin will not hold water.

Miscellaneous Correction

Provide complete sight lighting plan that includes all circuitry and pole base details if applicable.