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.

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.

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. $3,675.60

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 C&O #11 Pavement Thickness

Private parking lots shall follow Article 8 of the Unified Development Ordinance for pavement thickness and base requirements.

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.

Please provide an Engineer’s Opinion of Probable Construction Cost (EOOPCC) sheet, for the civil site work expected to occur on-site.

Sheets A1 and A2 in the storm water memorandum must be sealed by a P.E. registered in the state of Missouri.

On exhibit A2 in the storm water memorandum, please revise "existing impervious area = 11,810 sf" to "proposed impervious area = 11,810 sf".

Please revise the utility sheet to show soft type k copper extending a minimum of 10’ beyond the water meter. Also, make sure to specify what material the rest of the water line will be.

Please revise the “Sewer & Water (City of Lee’s Summit)” utility contact information to “Storm Sewer (Public Works Dept.)” with no contact name on the cover sheet and utility plan sheet.

Please revise the “Water (City of Lee’s Summit)” utility contact information to “Sanitary Sewer & Water (Water Utilities Dept.)” with no contact name on the cover sheet and utility plan sheet. Revise the address and phone number to 1200 SE Hamblen Road, Lee’s Summit, MO 64081 and the phone number to 816-969-1900.

Please include required riprap placement dimensions, material size, and geotechnical fabric requirements.

SITE DATA TABLE. List the number of required parking spaces to the site data table. Based on the requirement of 14 parking spaces/1,000 sq. ft. of gross floor area, a minimum of 9 parking spaces are required for the proposed building.

SIDEWALK. - The minimum width for the sidewalk along NE Rice Rd is 5'. The sidewalk is currently shown as 4' wide. - Because the public sidewalk is being constructed outside of the public right-of-way (i.e. on private property), a sidewalk easement is required to be dedicated to the City to allow for the City to access said sidewalk to provide future maintenance.

PARKING LOT DRIVEWAY ENTRANCE. Dimension the entrance width. The width shall be a minimum of 24' wide.

TRASH ENCLOSURE DETAIL. The architectural plans do not include a detail of the trash enclosure as cited on the civil plans. The enclosure shall be constructed of masonry walls of a color compatible to the building it serves. The trash enclosure gates shall either be solid, steel opaque gates or a steel framed semi-opaque gate with a screen mesh material approved by the Director that provides an appropriate visual barrier (.

OIL AND GAS WELLS. Add a note on the plans noting the presence or absence of any active, inactive and/or capped oil and gas wells on the property. Cite the source of information used to make said determination. The Missouri Dept of Natural Resources maintains a database of wells for the state that can used and referenced.

WATER LINE. Show and label the 12" water line that runs along NE Rice Rd.

LANDSCAPE MATERIALS. The landscape plans show the proposed deciduous trees (both shade and ornamental) as 1.5" and 2" caliper, and the evergreen trees as 6' tall. The Unified Development Ordinance requires deciduous trees to be a minimum 3" caliper (regardless of shade or ornamental varieties) and evergreen trees as 8' in height at the time of planting.

Please include a cover sheet for the civil plans. The cover sheet must appear on top of the set of plans and must contain the following items: o Project name (as headline) o Vicinity map o Developer’s contact information o Design engineer’s contact information o Design engineer’s signature and seal o Table of contents o Utility Contact information

Please include a note stating that “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with an inspector prior to any land disturbance work at (816) 969-1200”.

Show location of all oil/gas wells, or indicate none are present, and cite the source.

Please provide an Engineer’s Opinion of Probable Construction Cost (EOOPCC) sheet.

The civil set of plans (and storm water memorandum) must be sealed by a P.E. registered in the state of Missouri.

The leader for site key note A, located by the trash enclosure, appears off. Please revise on the site plan sheet.

The monument sign must be installed 10’ minimum from the edge of existing 12” water main. Please revise the proposed location on the site plan sheet.

Please label the existing 12" water main on to the plans.

Although 2% cross-slope and 8.33% running slope are allowed, it is recommended that the private ADA route(s) be designed to include construction tolerances. Design slopes of 1.5% and 7.5% are typical. Please note that during the inspection process, private ADA route(s) that exceeds the maximum allowable slopes will be rejected. There is no allowance given during construction. Please revise on all sheets, where applicable.

The maximum design cross slope allowed on public sidewalk is 1.5%. Please revise.

Please include the City’s construction standard detail(s) for sidewalk, driveway and curb and gutter. Construction standards details are accessible through the D&C manual tab located on the City’s website.

In addition to the accessibility granted through the existing 15’ sanitary easement, please make sure to obtain the appropriate permission or temporary construction easement to perform sanitary sewer connection outside of the property limits, as necessary.

As shown in ESC-03, J-hooks are required within the ESC plan. Given the silt fence 100’ maximum runs for J-hooks, please locate the needed J-hooks on the ESC plan sheet.

The City of Lee’s Summit now requires 12 inches of aggregate over the top of pipe rather than 6 inches. Please revise all applicable construction details.

The use of 4” (sanitary) lateral pipe is more typical for this project. Please provide clarification for the use of 6” pipe.

ESC note 3 references State of Kansas. Please revise to State of Missouri.

On the site plan sheet, please show/label commercial entrance and saw cut removal line in public right of way. Also, make sure to add those to the site key notes legend.

The existing curb along north side may not be re-used due to new concrete pavement.

Please show/label the strength of concrete to be used in the construction of proposed flume.

Section B-B of concrete flume detail includes a grate inlet reference, which does not apply. Please remove.

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.