Lee's Summit

SIDEWALKS. A 5' sidewalk is required along SE Hamblen Rd per the approved plat. The developer intends to provide escrow funds in lieu of sidewalk construction. The requested escrow option requires City Council approval. Please contact your Project Manager to initiate and coordinate this process.

DE C&O #06 Land Disturbance

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

DE C&O #11 Pavement Thickness

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

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. $13,053.04

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.

The easements are readable on Sheet C.001, but are too light to be of use on all other sheets. Please revise as needed to make all easement lines and labels readable.

Riprap for the flume is shown, but no riprap requirements are provided. Please add them to the plan set. Please also show that the riprap is adequate to prevent erosion both during and after construction.

Please show and label the detention basin on Sheet C.001.

Please relocate wall elevations for clarity on Sheet C.200.

Include the storm sewer calculations and drainage maps in the plan set.

Your waiver request is received and will be forwarded to the City Engineer for his review.

SIDEWALKS. A 5' sidewalk is required along SE Hamblen Rd per the approved plat. The developer intends to provide escrow funds in lieu of sidewalk construction. The requested escrow option requires City Council approval. Please contact your Project Manager to initiate and coordinate this process. This comment is for documentation purposes.

BUILDING ELEVATIONS. - A minimum 50% of the building facade facing Hamblen Rd shall use rough-textured metal panels or approved materials listed under Section 7.170.A of the UDO. - The site plan shows a loading dock/platform on the north side of the building. How is this loading area accessed from the buiding. The buidling elevations do not show any overhead or man doors on the north building elevations. The latest resubmittal did not address this previous comment.

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.

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. Where will the dumpster be located?

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official.

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.

SIDEWALKS. A 5' sidewalk shall be provided along SE Hamblen Rd. The applicant's response letter indicates that the developer will provide escrow funds in lieu of sidewalk construction. FYI, this requested escrow option requires City Council approval. Please contact your Project Manager to initiate and coordinate this process.

WALL LIGHTING. The building elevations only appear to show two fixtures for the entire building, located on the front of the building. Show all other proposed wall-mounted light fixtures, if any, on the building elevations to the extent possible. Wall-mounted fixtures shall comply with Section 7.260 of the UDO. Provide manufacturer specifications of the light fixtures for review. The latest resubmittal did not address this previous comment.

PARKING LOT LIGHTING. Parking lot lighting shall be provided for the development in accordance with Section 7.250 of the UDO. Provide manufacturer specifications of the light fixtures, as well as a light pole and base detail, for review. The latest resubmittal did not address this previous comment.

PHOTOMETRIC PLAN. Provide a photometric plan in accordance with Section 7.230 of the UDO. The latest resubmittal did not address this previous comment.

MECHANICAL EQUIPMENT. Show the location of all proposed ground- or roof-mounted mechanical equipment on the site plan or building elevations, as is applicable. Mechanical equipment shall be totally screened from view up to the height of the units in accordance with Section 7.180.E and F. The latest resubmittal did not address this previous comment.

SIGNS. Show the location of any proposed monument sign on the plans to review for any conflicts with public water, sanitary sewer and storm water lines. The latest resubmittal did not address this previous comment.

BUILDING ELEVATIONS. - A minimum 50% of the building facade facing Hamblen Rd shall use rough-textured metal panels or approved materials listed under Section 7.170.A of the UDO. - To meet the four-sided architecture requirement, additional architectural details shall be incorportated into to the north (right) and west (rear) building elevations. Horizontal and vertical elements shall be used to break up the large wall planes. - The site plan shows a loading dock/platform on the north side of the building. How is this loading area accessed from the buiding. The buidling elevations do not show any overhead or man doors on the north building elevations. The latest resubmittal did not address this previous comment.

PARKING. Based on the building's gross square footage and breakdown of the allocation of that space between office and warehouse, a total of 16 parking spaces are required. The plan shows a total of 14 parking spaces provided (12 standard + 2 ADA spaces.) Two additional spaces are required to be provided.

FENCING. The following comments were made on the initial submittal: - The plans call out the use of a 6' tall metal fence that secures the loading area. Provide a detail of the metal fence. If barbed wire is intended to be used at the top of the fence, no more than 3 strands of barbed wire are allowed. The barbed wire shall be placed no lower than 6' above grade. - Sheet C.100 include a detail of a 6' vinyl fence. Where is this fence proposed to be located and for what purpose? Is any outdoor storage proposed with this building? If so, any outdoor storage area shall be totally screened from view on all sides using 6' vinyl fencing. The response letter from Engineering Solutions dated October 4, 2018, states that no fencing will be used. However, all of the plan sheets of the October 5, 2018, resubmittal continue to show a fence around the loading area. The only difference is that the vinyl detail on Sheet C.100 has been removed. Staff's previous comments still apply.

As previously requested, show and label all easements throughout the plan set.

The plans show existing buildings and parking lot on the adjacent lots. Nothing has been built there, please remove or scale back and label as future.

Label the flume throughout the plan set. Include temporary and adequate permanent erosion protection between the flume and the basin.

Show and label the detention basin throughout the plan set.

Sheet C.001: • Label the street name in the Plan view. • Label Broadway and Kingspoint in the Vicinity Map. • Remove the Storm Sewer Note, it does not apply.

Sheet C.200: Include top and bottom wall elevations on this sheet.

Sheet C.300: Roof drains information between building and storm sewer appears to be missing.

Sheet C.301: • Label the bend in Storm Line 1 in both Plan and Profile views. • Revise the Storm Line 1 Profile to include the Outlet Structure. • Include design HGLs in the Profile views. • Label storm lines and structures in Plan view. • Include note and detail specifying requirements for connection to the existing storm structure.

Estimate: Include items for FES and connection to existing storm structure.

Detention requirements cover the entire lot. Even though some perimeter area isn't being built on, the soil cover will change. If some of the areas are allowed to free release, the detention will still have to detain for the entire lot. In this case, sub-area 4 will need to be over-detained to meet requirements.

SCALE. - The scale on Sheet C.001 is 1"=40', not the listed 20'. Revise. - The scale on Sheet C.101 is 1"=20', not the listed 10'. Revise. - Check the all listed scales on the plans sheets.

STREETS. Label the Hamblen Rd ROW width on Sheet C.100.

SIDEWALKS. A 5' sidewalk shall be provided along SE Hamblen Rd.

PARKING SPACE DIMENSIONS. The 3 northernmost parking spaces do not meet the minimum 17' depth (measured to the face of the curb) for spaces that have an adjacent 6' sidewalk at the head of the spaces that allow for overhang.

WALL LIGHTING. The building elevations only appear to show two fixtures for the entire building, located on the front of the building. Show all other proposed wall-mounted light fixtures, if any, on the building elevations to the extent possible. Wall-mounted fixtures shall comply with Section 7.260 of the UDO. Provide manufacturer specifications of the light fixtures for review.

PARKING LOT LIGHTING. Parking lot lighting shall be provided for the development in accordance with Section 7.250 of the UDO. Provide manufacturer specifications of the light fixtures, as well as a light pole and base detail, for review.

PHOTOMETRIC PLAN. Provide a photometric plan in accordance with Section 7.230 of the UDO.

MECHANICAL EQUIPMENT. Show the location of all proposed ground- or roof-mounted mechanical equipment on the site plan or building elevations, as is applicable. Mechanical equipment shall be totally screened from view up to the height of the units in accordance with Section 7.180.E and F.

SIGNS. Show the location of any proposed monument sign on the plans to review for any conflicts with public water, sanitary sewer and storm water lines.

BUILDING ELEVATIONS. - A minimum 50% of the building facade facing Hamblen Rd shall use rough-textured metal panels or approved materials listed under Section 7.170.A of the UDO. - To meet the four-sided architecture requirement, additional architectural details shall be incorportated into to the north (right) and west (rear) building elevations. Horizontal and vertical elements shall be used to break up the large wall planes. - The site plan shows a loading dock/platform on the north side of the building. How is this loading area accessed from the buiding. The buidling elevations do not show any overhead or man doors on the north building elevations.

LANDSCAPE PLAN. - The street frontage tree and shrub requirement also applies to the SE Hamblen Rd frontage. Revise the landscape calculations and plan accordingly. - Do not exclude the parking and other paved area from the open yard tree and shrub calculations. Only the building footprint area can be deducted from the total lot area for this calculation. Revise. - All disturbed open area not otherwise covered with landscape material shall be sodded. Seeding is not allowed.

SITE DATA TABLE. - List the total building floor area, inclusive of the mezzanine. - To determine the minimum parking requirement, break out the gross floor area by office space and warehouse/storage space. - List the number of required and provided parking spaces. The office space shall be calculated at 4 spaces/1000 sq. ft.; the warehouse/storage space shall be calculated at 1 space/1000 sq. ft.

TRASH ENCLOSURE. Will there be an outdoor trash recepticle? Dumpsters shall be housed within a trash enclosure with masonry walls and solid steel gates painted to be compatible with the building it serves.

FENCE DETAIL. - The plans call out the use of a 6' tall metal fence that secures the loading area. Provide a detail of the metal fence. If barbed wire is intended to be used at the top of the fence, no more than 3 strands of barbed wire are allowed. The barbed wire shall be placed no lower than 6' above grade. - Sheet C.100 include a detail of a 6' vinyl fence. Where is this fence proposed to be located and for what purpose? Is any outdoor storage proposed with this building? If so, any outdoor storage area shall be totally screened from view on all sides using 6' vinyl fencing.

2012 IPC 708.3.2 Building sewers. Building sewers shall be provided with cleanouts located not more than 100 feet apart measured from the upstream entrance of the cleanout. For building sewers 8 inches and larger, manholes shall be provided and located not more than 200 feet from the junction of the building drain and building sewer, at each change in direction and at intervals of not more than 400 feet apart. Manholes and manhole covers shall be of an approved type. Action required: Revise plans to show cleanouts no further than 100' apart. Cleanout is also required near point of entry. Coordinate with building design.

2012 IPC 605.4 Water service pipe. Water service pipe shall conform to NSF 61 and shall conform to one of the standards listed in Table 605.3. (see code for additional requirements. Action required: Specify water service piping sizes and materials for all sections of piping including between tee and water meter and between water meter and building entry.

Sidewalk is needed in compliance with standards.

A more in-depth review will be completed when additional storm sewer information is provided.

Clearly show and label all easements throughout the plan set.

Sidewalks are required along SE Hamblen Road and SE Broadway Drive. Please show and label throughout the plan set. Include a detailed design of the ADA sidewalk ramps at the commercial entrance to SE Broadway Drive.

Include storm sewer profiles in the plan set. Show all crossings provide adequate separation as required.

Include detention basin information, such as overflow spillway, in the plan set.

Revise the fire and domestic water line layout to meet the requirements of Section 6901 in the Design and Construction Manual, particularly location of domestic tap, backflow vault location, and water meter location.

Label the 100-yeam Water Service Elevation throughout the plan set.

Sheet C.001: Revise General Note 4 to refer to Development Engineering at 816-969-1200 and remove the Storm Sewer note, it does not apply.

Sheet C.001: Revise the vicinity map, the streets are not visible. The FIRMette is not required, just a note regarding location of project to floodplain referencing the map number and effective date.

Sheet C.050: Provide inlet protection for existing inlets with Phase 1 erosion and sediment control.

Sheet C.100: The commercial entrance and curb standard details included do not meet City requirements. Replace with the City’s standard details.

Sheet C.201: Provide top and bottom wall elevations for all walls. Clarify what is a retaining wall and what is an extension of foundation (stem wall).

Sheet C.400: The orifice plate detail, plan view, and Storm Water Drainage Study all show different orifice size. Revise as needed.

Sheet C.400: The orifice plate detail and plan view show different pipe sizes. Please revise.

Sheet C.400: The water line under the street will need bored. Please add the appropriate notes.

Sheet C.400: Verify that the proposed connection to the existing storm sewer structure meets angle requirements.

Sheet C.401: Remove structure details, they are not applicable. Include City standard details for all proposed work.

Storm Water Drainage Study: The body of the report contradicts itself regarding the detention meeting APWA 5600 requirements. In general, the report is insufficient. Expand the body of the report to clearly define both existing and proposed conditions, along with how detention and water quality requirements will be met. The watershed model schematic is blank, sheet C.301 is referenced but is not in the report or plan set, and the word “calculations” is misspelled on the Hydroflow cover sheet.

Submit the SWPPP and 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.

Dumpsters

IFC 304.3.3 - Dumpsters and containers with an individual capacity of 1.5 cubic yards [40.5 cubic feet (1.15 m3)] or more shall not be stored in buildings or placed within 5 feet (1524 mm) of combustible walls, openings or combustible roof eave lines. Where will the dumpster be located?

Knox Locks

IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official.