Lee's Summit

DE C&O #06 Land Disturbance

A Land Disturbance Permit shall be obtained from the Development Services 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 #11 Pavement Thickness

Private pavement sections shall either follow Article 12 of the UDO or Table LS-2 or LS-3 of the Design & Construction Manual for pavement thickness and base requirements.

DE Contact Field Eng. Inspector

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.

DE Contact ROW Inspector

Contact a Right-of-Way Inspector at (816) 969-1800 prior to any land disturbance within the right-of-way. These activities may require a permit.

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $25,064.21 (which is based on 3% of the total infrastructure cost plus a water test inspection fee) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit from the Codes Administration Department.

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.

PW Submit Land Disturbance (DELETE)

Submit a Land Disturbance Permit application and the required attachments to the Erosion Control Specialist prior to any land disturbance activities that are to occur prior to obtaining a building permit from the Codes Administration Department. Approval of these plans does not constitute approval of the erosion control plan. Contact Barton Reese at (816) 969-1800 for new land disturbance permitting details.

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.

Detectable warnings are not required at the ADA-accessible ramps at the entrances. Please revise as required throughout the plan set.

Sheet C12: Show the existing storm sewer d/s of Structure EX1.

Sheet C14: It would appear that the labels for CI EX2 & EX3 are reversed.

Sheet C14: The structure labeled JB EX5 is labeled EX3A elsewhere in the plans. Please reconcile.

Sheet C14: The 0.33 ac roof drainage area includes a label referring to 10B. Verify if 10B is correct, or revise to the correct structure. Reconcile with the drainage calculations.

Sheet C14: It appears that the drainage area boundary for CI 10H isn't correct. Please review and revise as required.

Sheet C15: The structures d/s from 10I & 11A are incorrectly shown as 10E & EX CI. Please revise.

Include a line item for wattle ditch checks in the Engineer's Estimate of Probable Construction Costs.

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.

Hazmat

IFC 105.6.20- A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2012 International Fire Code. I did not see a liquid oxygen (LOX) storage tank that is typical for this type of facility. If they will be using bulk storage oxygen, it needs to be shown on the site plan and a Hazardous Materials Permit application completed for review.

Consider reversing the traffic flow on the east side of the building. Doing so will reduce the chance of vehicle conflicts at the intersection of NE Jones Industrial Drive and NE McBaine Drive. It will also allow the passengers to be closer to the building in the patient drop-off parking area along the building.

Submit an Engineer's Estimate of Probable Construction Costs.

General Comment Concerning the ADA-Accessible Ramps and ADA-Accessible Ways: The specific details of these features must include, at a minimum, the design details specified in Section 5304.8 of the Design and Construction Manual. Elevation call-outs, although required, are not sufficient. Other design details specified in this section are required, including slope call-outs which comply with the criteria listed in Table LS-5, and section views specified in 5304.8.

General Comment: All ADA-accessible ramps and ADA-accessible ways must have a specific detail associated with them. Please show the locations of these features, and provide a call-out on the plan view with a specific reference to the sheet number and detail number.

Please include information ragarding the existing structure approx 80' east of Str 30A, along with the line to the south of that existing structure. The plans do not address it all.

Sheet C03: Add "Per City Requirements" to Demolition keynote 8.

Sheet C04: Triangular silt dikes are shown, but no standard detail is included. Add detail in or change erosion control item.

Sheet C09: Reference the sheet number for the sidewalk ramp details in the sidewalk ramp labels.

Sheet C09: Include "FBD" in the Legend.

Sheet C12: Review and revise the line numbers shown in the structure labels, several are incorrect.

Sheet C12: Provide vertical separation information for all line crossings.

Sheet C12: Reference the modification detail sheet number in the structure labels that require modification.

Sheet C12: Revise Utility Plan Note 10 to indicate pipe installation shall be per City requirements.

Sheet C13: The sizes shown in the labels for structures EX2 & EX3 do not match the Plan view. Revise as needed.

Sheet C13: Include pipe information upstream of Str 30A in the Profile view and include the incoming flowline at the structure.

Sheets C14 & C15: The drainage areas on the Drainage Area Map do not all match the drainage areas in the Storm Design Tables. Revise as required.

Sheets C13 & C15: The pipe lengths from Str 10D-10F in the Storm Design Tables do not match the pipe lengths elsewhere in the plans. Revise as required.

Sheet C19: It appears that the Light Duty and Heavy Duty detail names are reversed. Revise as needed.

Sheet C21: Please clarify which structures each of the modification details refer to, and coordinate this information throughout the plan set.

Staff has assigned the address of 2861 NE Independence Avenue to this project.

Staff recommends staggering the shrubs screening the parking lot along NE Independence Avenue and NE McBaine Drive.

Section 7.180.E of the Unified Development Ordinance (UDO) requireds that all roof-mounted equipment be screened entirely from view by using parapet walls at the same height as the mechanical units.

The proposed metal panels appear to be in greater quantity than what staff can administratively approve. Section 7.170.A.6 of the UDO states that metal shall only be used in an incidental role i.e., trim, architectural features, standing seam metal roofing or other architectural metal siding or roofing as approved by the Planning Commission and/or City Council. Provide a break down of materials (percentage) per each elevation. In addition, provide more detail regarding what type of metal panels are being proposed.

Provide a breakdown indicating the maximum footcandle, minimum footcandle, average maintained footcandle, and the maximu to minimum ratio for each lighting zone per Section 7.230.E

In addition, provide the uniformity ratios required per Section 7.250.F 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 2012 International Fire Code .

Fire Lanes - Marking

IFC 503.3- Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility.

Fire Lanes

IFC 503.2.1 - Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. Action required: The canopy shall be a minimum height of 13'6" for fire lane purposes and ambulance access.

Misc.

Indicate where med gasses will be stored and type.

Provide signing for the surgical patient pick-up area, including Do Not Enter signing for the one-way drive/access along McBaine Dr.

The sight triangle for the access along McBaine Dr. nearest Jones Industrial Drive should include the corner of Jones Industrial Drive at McBaine Drive due to the small radius on the intersection and proximity of the proposed driveway to the intersection. The driveway should be visible from Jones Industrial Drive.