Lee's Summit

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 Contact Field Eng. Inspector

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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. $26,518.25

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.

Revise asphalt pavement typical sections to include geogrid or stabilized subgrade under the granular base course, as required bt UDO Section 8.620.

The estimate needs to have a quantity, unit price, and extension for each item. Each item should be for the complete item. For example, the storm sewer 15” HDPE unit price should include all of the cost for material and installation.

The granular base course and geogrid extend 1’ beyond the back of the curb & gutter, so please verify the estimated quantities for these items match and that they are more than the total pavement quantities.

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.

Miscellaneous Correction

C.25. Oil and Gas Wells. Please state on the plan the DNR Well Database information that you referenced in your comments. If the referenced information is on the plan please tell us which page it is on.

Miscellaneous Correction

C.28-C.30. Photometric Plan. In the manufacturers specification sheets you show two types of flood lights. These flood lights are not shown on the plan nor are the labeled in the Luminaire Schedule. Please show were the flood lights will be installed and there specifications in the table. There are no manufactured specifications for the goose neck lamps that are shown in the elevations. In your Calculation Summary under the heading max/min you have it showing 16.20. Per our UDO this number cannot be greater than 10. Please either increase the Min 0.5 or decrease the Max of 8.1 to make it a 10. This can be found in the UDO under article 8, sec 8.250, letter F.

Miscellaneous Correction

C.20-Right-of-Way. Please label on the plan ROW measurements vary.

Revise the Sheet Index on the Cover Sheet to match the plan set. The index lists Sheet C4.2, which isn't included, and doesn't list Sheet C8.2, which is included.

Sheet C8.0 is referenced for Temporary Curb, but nothing on that sheet appears to be any temporary curb detail. Please include the detail.

Revise the Field Inlet standard detail to remove General Note 9, which refers to the ring and cover which aren't being used. Replace with a note specifying what Grated Top is required or include that information elsewhere on the detail.

Revise the estimate to show each line item with a quantity and a unit price. Each item shown in the plan set should be included on the estimate and the estimate quantities must match the quantities shown in the plans.

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

C.25. Oil and Gas Wells. Please state on the plan the DNR Well Database information that you referenced in your comments. If the referenced information is on the plan please tell us which page it is on.

Miscellaneous Correction

C.28-C.30. Photometric Plan. In the manufacturers specification sheets you show two types of flood lights. These flood lights are not shown on the plan nor are the labeled in the Luminaire Schedule. Please show were the flood lights will be installed and there specifications in the table. There are no manufactured specifications for the goose neck lamps that are shown in the elevations. In your Calculation Summary under the heading max/min you have it showing 16.20. Per our UDO this number cannot be greater than 10. Please either increase the Min 0.5 or decrease the Max of 8.1 to make it a 10. This can be found in the UDO under article 8, sec 8.250, letter F.

Miscellaneous Correction

C.20-Right-of-Way. Please label on the plan ROW measurements vary.

Miscellaneous Correction

Water service piping from connection to main to as least 10' past meter must be copper. Action required: Modify design to comply and provide standard detail obtained from water department.

Sheet C3.0: In my previous review I referenced Key Note 3 in error, I meant Key Note 7. Please show the existing storm sewer in the same manner as all other existing storm sewer, with solid lines that are scaled back.

Sheet C4.0: Temporary curb may be either concrete or asphalt. Include a detail for whichever option is shown.

Sheet C6.1: • Backfill for storm sewer pipe is typically granular around the pipe with compacted soil the rest of the backfill. If this is preferred to flowable fill, which is typical, there is no need to label as anything specific. Or, if desired, the label could just refer to Section 2104 of the Design and Construction Manual. • Reverse the flowline information for Structure 1 on each profile. The flowline in should be on the upstream side of the structure and the flowline out on the downstream side. • Clarify structure sizes. The grate inlets and curb inlet are labeled as 48” in the Profile views. Are these structures square, 48” x 48” (4’ x 4’)?

Sheet C8.0: • UDO Section 8.620 requires either 6” granular base course with geogrid OR 6” granular base course with 6” stabilized subgrade. Please revise the “Prepared Subgrade” portion of the detail to meet the UDO requirement. • The pavement sections required by the UDO may only be altered if a modification is requested of and approved by the City Engineer. If a modification is requested, it will require a site specific geotechnical report which directly compares the proposed section to the City’s required section to show that it meets or exceeds the City’s section. If no modicication is requested, please delete the note shown on each detail referencing the geotechnical report.

Sheet C8.2: • There is an AutoCAD SHX text box shown in the Curb & Gutter detail. Please revise to eliminate. • How will the grate inlets be constructed? Typically the City’s field inlet detail is used with the top modified to show the grate.

Estimate: Please revise the estimate to list individual items with unit prices. Verify quantities shown on the estimate match quantities shown in the plans.

Submit an Engineer's Estimate of Probable Construction Costs, SWPPP and a copy of the MDNR Land Disturbance Permit.

Sheet C3.0: Show the existing storm sewer, called out as Key Note 3, in the same manner as other existing storm sewer is shown on this sheet and throughout the plan set.

Sheet C4.0: • Add temporary curb across the future connection to the lot to the west on this sheet and throughout the plan set. Include a detail for the type of curb used. • CG-1 Curb and Gutter is required for all non-integral curb. Revise accordingly.

Sheet C6.0: • Keyed Note 25 says “Not Used” but is included in the Plan view. Please reconcile. • Key Note 5 shows the domestic water service line connection at the existing gate valve. Service shall be connected with a corporation stop for this size pipe. Revise accordingly. • Include pipe material and length for both water and sanitary sewer service lines. • Include referenced Sheet C6.1 is subsequent submittals. • Clarify how Structure 1 will be constructed. Is it to be a doghouse manhole? • Label structure sizes on either this sheet or C6.1.

Sheet C6.1: • The drop thru structure 3 does not meet the minimum requirement of Design and Construction Manual Section 5604.5. Please revise accordingly. • Include roof drain flowline information at structure 3. Verify that the 2 pipes shown entering the same wall of the structure will have adequate separation between them. • Revise backfill label to meet the requirements of Design and Construction Manual Section 2100. • Include stationing in the storm sewer profiles.

Sheet C8.0: • Include the City’s standard detail for curb and gutter. • Pavement sections do not meet the City’s requirements as shown in the UDO Section 8.620. Please revise accordingly. • Revise the pavement sections to show the base extending 1 foot beyond the back of curb. • Remove MoDOT references in the concrete pavement section #7. • Include standard details for all types of storm sewer structures used.

Miscellaneous Correction

Water service piping from connection to main to as least 10' past meter must be copper. Action required: Modify design to comply and provide standard detail obtained from water department.

Miscellaneous Correction

C.20-Right-of-Way. Please label all ROW width on public streets.

Miscellaneous Correction

C.25. Oil and Gas Wells. Please state whether or not there are active, inactive, or capped wells within the area. Refer to DNR Well Database and reference the site.

Miscellaneous Correction

C.28-C.30. Photometric Plan. Please submit a Photometric Plan and be sure to include the manufacturer's specification sheets. UDO Requirements can be found in Article 8 subdivision 5.

Miscellaneous Correction

C.33 Signs. It appears you are proposing five signs for this business. The UDO only allows three wall signs by right. Requesting an approval for five wall signs requires going to the Planning Commission by filing a separate Sign Application. Staff would support the request for a total of five wall signs.

Miscellaneous Correction

D1. Elevations. The building elevations that you provided shows wood paneling and siding. Is this wood a "true" wood or a wood "composite"? Please label and describe the material on the plans. Staff does not have the administrative authority to approve true wood, but can administratively approve a wood composite. If you request to use true wood on the building exterior, then this will require an approval via the preliminary development plan public hearing process in front of the both the Planning Commission and City Council under separate application. If the material is a wood composite, then a manufacturer specifications is required to be submitted for our review.

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.