Lee's Summit

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

Requires DA amendement to revise timing of offsite public transportation improvements. Study supporting the deferred improvements to a future phase has been submitted and accepted. KCMO is still reviewing the proposal/study for concurrance.

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. $849.37

• General : On the cover sheet, please add the developer’s contact information.

• General : On the cover sheet, please revise the hatchings of the map legend to “Existing Phase 1 Building” and “New Phase 1A Building”. Make sure that the update matches the rest of the plans.

• General : On the cover sheet, please label “NW View High Dr” within vicinity map.

• General : On the EOOPCC sheet (cost estimate), please add the following cost items: o Grading (Cut/Fill) o Bends + Tees (HDPE pipe) o Removal of existing storm pipes (Demolition)

• General : On the EOOPCC sheet, please edit “5’ sidewalk” item to “sidewalk” since it includes both 5’ and 8’ sidewalks.

• General : Both the terms “nyoplast” and “nyloplast” appear on the plans. Please revise all to “nyloplast”.

• Sheet C.100 : As partially shown on page C.201, please revise to show (using a leader line) the (2) two new 8’ sidewalks connected to the new phase 1A building.

• Sheet C.100 : Even though the City allows 2%, the maximum slope across sidewalk listed on the plans should be 1.5%. Please revise.

• Sheet C.200 : Regarding contour elevations on the grading sheet, please tie back proposed contours into existing contours.

• Sheet C.201 : On the southwest corner of the new phase 1A building, Please make sure that the 12” Nyloplast Inlet leader points at the actual structure. Add a similar leader for the 12” inlet structure right above.

• Sheet C.300 : As previously mentioned, the plans call for an existing tee (at STA 0+00) to be plugged to the north for future connection. Is it not currently capped? Please clarify/revise.

• Sheet C.301 : On the plan view, please revise the leader note to “12” 45° Bend” around STA 0+55.

Miscellaneous Correction

Ordinanced conditions of PDP approval for required access/turn lane along View High associated with Phase 2 need be modified, or improvements completed prior to occupancy of this phase (considered a portion of Phase 2 development).

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

Staff needs to review applicable ordinance conditions of PDP approval for required access/turn lane along View High associated with Phase 2 in consideration of the completed development, development proposed and whether or not that threshold has been reasonably determined met at this time. Those improvements may or may not be required.

General: • Add a cover sheet with all appropriate information to the plan set. • Submit an Engineer’s Estimate of Probable Construction Costs. • Pipe profiles are required for all pipes greater than 6” in diameter. • More clearly delineate between the existing and proposed roof drains. As drawn, they are both drawn the same. • Include a standard details for the proposed Nyloplast inlets and the sidewalk.

Sheet C.200: Clearly delineate existing and proposed contours from each other and the rest of the plan. Label all contours.

Sheet C.300: • The plans call for an existing tee to be plugged to the north for future connection. Is it not currently capped? • Include connection information for the proposed short section of roof drain where it connects to the existing system near the north end of the existing building. • The 6” roof drain connection label does not seem to be pointing to the correct location. Please revise. • Is the short section 6” or 12” in diameter? There appear to be conflicting labels. • Label the first two bends on the section being extended. • Both HDPE and PVC seem to be shown as pipe material. Please clarify.

SIDEWALKS. - The sidewalk entering the building on the north side of the addition is labeled as 5' wide. However, it scales as 4' wide on all civil sheets. Revise. - The sidewalk entering the building near the northeast corner of the addition is labeled as 5' wide. However, it scales as 4.5' wide on all civil sheets. Revise.

TITLE BLOCK. Revise the phase number listed in the title block from Phase 2 to Phase 1A. The development agreement in place requiring certain road improvements are triggered by a defined building expansion identified as Phase 2. This proposed office expansion does not fall under the defined Phase 2 building expansion.

SITE DATA TABLE. Provide the following information: - Lot area; - Building area (existing, addition and total); - FAR (existing, addition and total); - Impervious coverage square footage and percentage (existing, addition and total); - Existing parking spaces

LIGHT FIXTURES. Provide cut-sheets for all proposed exterior light fixtures to review for compliance with Sections 8.220, 8.260 and 8.270 of the UDO.

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.