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 2012 International Fire Code .

FDC

IFC 903.3.7- Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Actions reequired: Show the location of the fire department connection (FDC)and a fire hydrant within 100 feet.

Hydrants

IFC 507.5.1- Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Move the south hydrants to the builiding pad site on the north side of the fire lane.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Action required: Provide water flow calculations.

DE C&O #01 Eng Plans – FDP/PDP

All required engineering plans and studies, including water lines, sanitary sewers, storm drainage, streets and erosion and sediment control shall be submitted along with the final development plan. All public infrastructure must be substantially complete, prior to the issuance of any certificates of occupancy.

DE C&O #03 Eng & Insp Fees

All Engineering Plan Review and Inspection Fees shall be paid prior to approval of the engineering plans and prior to the issuance of any infrastructure permits or the start of construction (excluding land disturbance permit).

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the Public Works Department if ground breaking will take place prior to the issuance of an infrastructure permit or prior to the approval of the Final Development Plan / Engineering Plans.

DE C&O #07 Easements

All permanent off-site easements, in a form acceptable to the City, shall be executed and recorded with the Jackson County Recorder of Deeds prior to the issuance of a Certificate of Substantial Completion. A certified copy shall be submitted to the City for verification.

DE C&O #10 Mowing ROW

The applicant will become responsible to provide the appropriate level of right-of-way maintenance (mowing) during each growing season with the defined area abutting their property as defined and outlined in the City’s Mowing Policy, approved by Council on November 3, 2005.

Refer to the attached staff TIA and the traffic impact study for conditions of approval.

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.

FDC

IFC 903.3.7- Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required: Show the location of the FDC.

Imposed Loads

IFC 503.2.3 -Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Action required: The 6" main shall be capable of providing the required flow.

DE C&O #01 Eng Plans – FDP/PDP

All required engineering plans and studies, including water lines, sanitary sewers, storm drainage, streets and erosion and sediment control shall be submitted along with the final development plan. All public infrastructure must be substantially complete, prior to the issuance of any certificates of occupancy.

DE C&O #03 Eng & Insp Fees

All Engineering Plan Review and Inspection Fees shall be paid prior to approval of the engineering plans and prior to the issuance of any infrastructure permits or the start of construction (excluding land disturbance permit).

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the Public Works Department if ground breaking will take place prior to the issuance of an infrastructure permit or prior to the approval of the Final Development Plan / Engineering Plans.

DE C&O #07 Easements

All permanent off-site easements, in a form acceptable to the City, shall be executed and recorded with the Jackson County Recorder of Deeds prior to the issuance of a Certificate of Substantial Completion. A certified copy shall be submitted to the City for verification.

DE C&O #10 Mowing ROW

The applicant will become responsible to provide the appropriate level of right-of-way maintenance (mowing) during each growing season with the defined area abutting their property as defined and outlined in the City’s Mowing Policy, approved by Council on November 3, 2005.

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.

Access roads from the north and the west shall be constructed to City standards for future dedication as City streets.

Please include a Utility Plan sheet showing the locations of all domestic water, fire lines, fire hydrants, sanitary sewer, and stormwater on one or more sheets as necessary.

The "Macro Storm Drainage Study" (undated) states on page 1 that "...basin will serve as the...detention basin for the 1, 10, and 100 year event." Is this a typographical error? The 2 year event is needed as per the Design and Construction Manual.

The "Macro Storm Drainage Study" (undated) states in Section 5 that "...modelling this sytem demonstrates capacity issues and the release rate from this development will be reduced to less than pre-development...". Is this a typographical error? The Design and Construction Manual has allowable release rates based on acreage, and these must be followed. Is the drainage area being changed due to grading activities? If so, then the allowable discharge for this new subarea is based on the pre-development area for purposes of calculating the allowable discharge rate.

The "Macro Storm Drainage Study" (undated) states in Section 6 that "...Total Flow if the release from both of the detention basins and Area C." This sentence does not appear to make sense.

The "Macro Storm Drainage Study" (undated) references "93518'" under the North Basin summary in Section 7. What is this in reference to?

The "Macro Storm Drainage Study" (undated) should include a statement within the Conclusions and Recommendations Section of the report that the system will be designed in accordance with the current APWA Comprehensive Control Strategy in terms of allowable release rates, and stormwater quality.

General Comment: The majority of the plan sheets contain several odd characters within the title blocks and the body of the sheets. Please clean-up as appropriate.

Sheet C.001, C.100, and C.101: Why is east detention basin and water quality basin omitted from these sheets? Please include this feature on the plan sheets.

Please label each detention basin/water quality basin with the exact basin number used in the "Macro Storm Water Drainage Study." Please include the phrase "water quality basin" in addition to detention basin.

Provide a note stating that all access roads, including the access from Chipman and the access from View High Drive will be constructed to public standards.

Sheet C.100: A note is shown on this sheet stating "Public Roadway 50' Right of Way". Please revise this to state "future public roadway".

Please provide a label on the new Utility sheet showing all interior stormwater lines as private.

Show and label the location of the future easement to be dedicated for the sanitary sewer line.

Please be aware that the proposed commercial entrance on View High Dr. will require the City of Kansas City approval.

Sheet C.201: The profile view shows a public street. As discussed previously, these access roads will be considered private until such time that the area is platted. The roads will need to be built to public roadway standards, however.

Sheet C.204: This sheet is illegible due to odd characters contained within a typical retaining wall section. Please cleanup.

Please add a note stating that all paving shall follow the Unified Development Ordinance Article 12.

Please be aware that as-built drawings will be required for the detention and water quality basins.

Detail Sheets: Many of the details contained within the "Details" section of the plan set are not City standard drawings. Please delete them since they are not necessary at this stage of the review, or alternatively, please use the City standard drawings.

General Comment: Several sheets included detailed design elements which will be reviewed at the Final Development Plan phase of the project.

Submit the traffic study (updated resubmittal).

LEGAL DESRCIPTION. Please submit an electronic copy of the legal description. Microsoft Word document or selectable PDF are the preferred file formats. The legal description can be emailed to the planner's email address below.

SIGNAGE. Please provide renderings of any proposed signage for the site; show the dimensions of the sign and sign structure. Also indicate the proposed placement of the signage on the site plan. All signage must comply with Unified Development Ordinance Article 13 - Signs.

Display width, radii, centerline and grade of Chipman Rd.

SETBACKS Display building seback lines from streets with dimensions.

PLAN CLEAN UP There are squares shown in place of alphabetic letters on various parts of the plan. For example, on Sheet C.600 the description of the Handicap Sign Detail is unreadable. Please correct.

PARKING LOT SETBACK A portion of the Phase 1 parking lot will not meet the minimum 20' ROW setback when the future north-south street is dedicated as a public street. More specifically, it will affect the northernmost 5/6 parking spaces and drive aisle just south of the driveway entrance tying into the larger driveway/street connection to Chipman Rd.

TRASH ENCLOSURE. There is no trash enclosure shown on the plans. Show the proposed location of the enclosure and provide a detail of it. Trash enclosures shall be constructed of masonry walls and solid steel gates of a color compatible with the building it serves.

PARKING SPACES. - The double-loaded parking bay at the east end of the Phase 1 parking lot construction is labeled as each bay having 44 spaces. However, each bay actually has 42 spaces. This is also true for the adjacent double-loaded bays to the east that will be constructed as part of a future phase. Please revise. - The single-loaded parking bay at the easternmost boundary of the future parking lot expansion is labeled as having 54 spaces. It actually has 52 spaces. Please revise. - The single-loaded parking bay to the immediate east of the church building is labeled as having 42 spaces. It actually has 40 spaces. Please revise.

SITE DATA TABLE. - The table indicates that 342 standard parking spaces and 10 ADA parking spaces will be provided in Phase 1. However, the plan shows 330 standard parking spaces and 54 ADA parking spaces in Phase 1. Please revise. - The table indicates that 1029 standard parking spaces and 50 ADA parking spaces will be provided at full build-out. However, the plan shows 865 standard parking spaces and 54 ADA parking spaces at full build-out. Please revise. - Also revise the parking totals listed at the upper right-hand corner of Sheets C.100 and C.101.

DRIVEWAYS (FUTURE PUBLIC STREETS) - Temporary asphalt curbing shall be provided at the south end of the stub for the Chipman Rd driveway entrance where the future street will be extended. - As discussed in previous pre-application meetings, the portion of Ashurst from View High to the "T" intersection of the future north-south street shall be built as a collector with 60' of ROW.

DRIVE AISLE WIDTHS. A minimum 24' of pavement width (28' back-of-curb to back-of-curb) is required where drive aisles serve two-way traffic, including areas bounded by landscape islands. There are drive aisles throughout the site with pavement widths between 19' and 22'.

ACCESSIBLE RAMPS. The ADA ramps serving the parking bay with 10 accessible parking spaces immediately adjacent to the building's west side is clearly labeled. How and where will the 44 accessible spaces further west from the building gain ramp access to the building? Please label the ramp location(s).

PAVEMENT. A note on Sheet C.001 states that parking lot pavement shall meet the requirements of the UDO. However, the concrete and asphalt pavement details on Sheet C.600 do not meet UDO requirements.

LANDSCAPE PLAN. - Deciduous trees shall be a minimum 3" caliper. The proposed Linden and Redbud trees do not meet the minimum size. - Evergreen trees shall be a minimum 8' at the time of planting. The Skyrocket Juniper tree does not meet the minimum size. - Revise the landscaping calculations so as to only reflect the lot area for the boundaries of the property that will make up the church's lot itself. Do not include the future 6-acre commercial site.

MECHANICAL EQUIPMENT. Show the lcoation of all proposed ground-mounted and roof-mounted mechanical equipment on the site plan or building elevations, as appropriate. Roof-top units shall be totally screened from view by incorporating parapet heights equal to the height of the units being screened. Ground-mounted units shall be totally screened from view using masonry walls or evergreen landscaping to a height equal to the units being screened.

LIGHTING. - Show all proposed wall-mounted light fixtures on the building elevations to the extent possible. Wall-mounted lighting shall be subject to the standards under Section 7.260 of the UDO. Provide manufacturer specifications for all wall fixtures for review. - All parking lot fixtures shall be subject to the standards under Section 7.250 of the UDO. Provide manufacturer specifications for all wall fixtures for review. - Provide a detail of the parking lot fixtures, including proposed overall height. Pole light bases shall not exceed a height of 3'.

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 .

FDC

IFC 903.3.7- Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official. Action required: Show the location of the FDC.

Imposed Loads

IFC 503.2.3 -Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. For information only.

Water Supply

IFC 507.1 - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. Action required: The 6" main shall be capable of providing the required flow.