Lee's Summit

Please revise the public water line material under the street to C900 with a casing pipe. Include the casing pipe standard detail to the plan set.

Sheet C.200: Please extend the Detention Basin Top Elevation leader arrow to the correct contour.

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 2012 International Fire Code. For information only.

Sheet C.300: The outlet structure top elevation is shown in the inset as 1012.5. The profile view, however, shows the outlet structure top as 1011.0.

The grading plan will need to be revised on the above comment. There is insufficient freeboard between the 100 year water surface elevation of 1011.78 and the top of the detention basin berm.

The 15" HDPE called-out on Sheet C.300 for the incoming and outgoing pipe for the detention basin outlet structure does not appear to match the stormwater report dated Jan. 2, 2018. It appears the report describes a 24" pipe.

The flowline elevations for the 6" orifice on Sheet C.300 does not appear to match the elevation given in the stormwater report dated Jan. 2, 2018.

The flowline elevation for the 15" HDPE on Sheet C.300 does not appear to match the elevation shown in the stormwater report dated Jan. 2, 2018.

Sheet C.500: Why is DIP called-out instead of C900?

Cover Sheet: Please remove the sanitary sewer plans from the "Index of Sheets". The sanitary sewer plans are separate from the Final Development Plan.

The submitted landscaping plans are still incomplete and do not show the site as a whole. As such I am unable to provide comments on the proposed landscaping. Please provide landscaping plans in accordance with the UDO that show the whole site including the proposed landscaping improvements along Hamblen Rd.

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 2012 International Fire Code.

Misc.

Keep FDC at the position shown on previous drawings.

The final Stormwater report did not appear to include the routing summary with outlet structure flowlines, stage/storage, etc. In addition, the report was not sealed. Please provide a revised report with this information, and please sign and seal the report.

Please add a note stating that the new water line beneath Hamblen Rd. will be bored, rather than open-cut.

Parking lot lighting is required for commercial uses or developments providing parking lots accommodating 11 or more parking spaces. The proposed lighting wall packs do not provide adequate lighting levels. The current proposal shows no (0.0 FC) lighting for the parking stalls to the northeast and nearly no (0.1 FC) lighting for the stalls to the southeast. Please update the lighting plan to ensure all parking stalls are covered by the required parking lot lighting. If additional lighting is proposed to meet the UDO requirements please provide details.

All ground mounted equipment shall be totally screened from view by landscaping or masonry wall up to a height of the units to be screened. Please confirm that all landscaping used to screen ground mounted equipment will be a minimum of the height of the units to be screened at the time of planting.

All exterior trash storage containers shall be screened so that they are not visible from off the property. The UDO does not give allowances for trash enclosures to be screened by fences. It requires that each trash enclosure be constructed of masonry walls with a steel gate painted to be compatible with the color of the masonry walls and building it is to serve. Please provide a detailed drawing of the trash enclosure to be used in connection with trash storage containers that complies with the UDO requirements.

A note on sheet C.100 references trash enclosure details on sheet C.101. However there are no trash enclosure details on this sheet. Please revise the plans to reflect the correct information.

A note on page L1.0 references additional landscaping associated with Hamblin Rd on sheet AS1.0 but sheet AS1.0 was not provided with this submittal. The submitted landscaping plans are incomplete and do not show the site as a whole. As such I am unable to provide comments on the proposed landscaping. Please provide landscaping plans in accordance with the UDO.

CG-1 concrete curbing is required around all parking areas and access drives in office, commercial and industrial districts. Please extend the curbing on the drives on the north and south sides of the building so that it wraps back to the building and clearly delineates the landscape area.

On sheet C.100 please update the labels “End New CG-1 Curb” to accurately reflect the required limits of the new curbing.

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 2012 International Fire Code.

The private street should be constructed to public standards. Please provide a typical section view of the private street construction, including the area one (1) foot beyond the back of curb.

Typical pavement sections were not provided for the private parking lot. Please provide typical section views of the pavement construction, including the area one (1) foot beyond the back of curb.

A final stormwater detention report was missing from the submittal package. Please provide a final stormwater detention report.

The new sanitary sewer line will be considered public from the existing manhole (#47-116), to the new manhole on the west side of Hamblen Rd. This appears to conflict with notes on the sanitary sewer plans indicating this will be considered "public" at a future date.

Please label the existing manhole on the east side of Hamblen Rd. as #47-116.

Please label SE Kingspoint Dr.

The private sanitary sewer should be shown as connecting to the public sanitary sewer line at a wye connection, rather than a direct-connection to the new manhole.

The water line linework on Sheet C.100 is confusing. Please clean-up the linework to show that the domestic line will be connected prior to the gate valve to be installed prior to the backflow valve. As shown on Sheet C.100, it appears the domestic line is connected to the backflow assembly.

Sheet C.100: Please call-out the concrete driveway as being constructed with 8" KCMMB concrete.

Sheet C.300: What is the thickness of the rip rap at all locations where rip rap is shown?

All Storrm Line Profile Views: The linework should be cleaned-up. With a background the same lineweight as the foreground, it is difficult to determine what is being proposed.

All Storm Line Profile Views: Please show the hydraulic grade line for the design storm.

Sheet C.100 and Sheet C.500: The domestic water line size does not match on these sheets. One sheet shows a 2 inch line, while the other shows a 1.5 inch line. Please reconcile.

Sheet C.500: Please show the domestic water line being connected prior to the gate valve (i.e., the gate valve prior to the backflow vault).

Sheet C.100 and Sheet C.500: The water meter sizes do not match. See previous comment concerning the discrepancy in the domestic water line sizes. Please reconcile.

Please show how the backflow vault sump will be drained. Will it daylight, or will a gravel sump be created beneath the concrete sump?

Sheet C.601: A blank lid is required for private storm structures. Please revise.

Sheet C.602: ADA-accessible ramp details are provided, but it does not appear there is sidewalk being constructed. Please be aware these details are for ADA-accessible ramps within the right of way.

Separate comments shall be forthcoming on the Public Sanitary Sewer improvements (i.e., the short segment beneath Hamblen Rd.).

An Engineer's Estimate of Probable Construction Costs should accompany your final submittal drawings. The Engineering Plan Review and Inspection Fee is based on this estimate, and calculated at 3% of the total, plus a per trip fee for the observation and collection of water samples.

A large amount of required information was absent from this submittal. As such, only general comments were able to be made for the sections with the missing information. Submittal of the missing information may greatly impact the comments on subsequent reviews.

Please add the total area of land in square feet to the site data table.

No information was submitted for the required parking lot lighting. Please submit the location, height, intensity and type of outside lighting fixtures for buildings and parking lots.

Please submit a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

Please submit the manufacturer’s specification sheets for proposed exterior lighting to include both parking lot pole mounted and wall mounted fixtures. The specification sheets shall indicate the exact fixture to be used.

Is any ground mounted equipment being proposed? If so please submit the location, size, and type of material to be used in all screening of ground mounted mechanical equipment. Pleas also submit the manufacturer’s specification sheets for proposed mechanical equipment to be used.

Are any monument or freestanding signs being proposed? If so please submit the location, size, and type of material to be used.

Please provide elevations of all sides of proposed buildings including notation indicating building materials to be used on exteriors and roofs.

If rooftop mechanical equipment is proposed please submit the location, size and materials to be used in the screening of the equipment.

No landscaping plans were submitted. Please provide landscaping plans in accordance with the UDO.

Please provide a detailed drawing of enclosure and screening methods to be used in connection with trash storage containers on the property.

Parking stalls are required to be 9’ wide x 19’ deep, placed at the prescribed angle so that it lies between the curb and the aisle. 9’ wide x 17’ deep parking spaces shall be permitted when the parking space abuts a 6’ wide sidewalk or when abutting a curbed open green/landscaped space. Please update the plans to reflect this requirement.

CG-1 concrete curbing is required around all parking areas and access drives in office, commercial and industrial districts. Please extend the curbing on the drives on the north and south sides of the building. A curb cut to access the gravel laydown area is acceptable.

Please label the dimensions of the ADA parking stalls and adjacent aisle.

Accessible spaces shall be located at the nearest point to the front building entry and/or accessible ramp. Such spaces separated by a drive aisle shall have clearly discernable cross walks. Please indicate which entrance will be the main access point and ensure the ADA parking stalls are located at the nearest point to this entrance.

Every parking space required by this section shall be identified by a sign, mounted on a pole or other structure, located between 36 inches (3 feet) and 60 inches (5 feet) above the ground measured from the bottom of the sign, at the head of the parking space. The sign shall be at least 12” by 18” in area and meet the requirements set forth in the Manual on Uniform Traffic Control Devices, as referenced in Section 29-381 of the Lee’s Summit General Code of Ordinances. Please provide ADA sign details.

Staff cannot grant modification requests during the Final Development Plan process. Modifications may only be granted by the City Council in association with a Preliminary Development Plan. Please remove modification request verbiage from plan sheets.

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 2012 International Fire Code.