Lee's Summit

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 $11,964.90 (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 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 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.

Some of the rip rap is shown with hatching in the plans, and some is not. Please show the rip rap the same throughout the plan sets for consistency or explain.

Revise the quantities for the subgrade items on the Summit Village Corp Park estimate. They should be greater than the asphalt quantity because they extend beyond the c & g.

Please include subgrade items and an item for a 5x3 Curb Inlet (Structure 6-2) in the Summit Eye Center estimate.

Sheet C012: Please check the upstream rim elevation in the drainage tables and revise if needed.

It doesn't appear that the ES 5-1 drainage area of 1.20 ac has been included in Line 8 downstream calculations. Please check and revise as needed.

Please provide information correlating the proposed condition drainage areas shown in Ehibit 4 of the Summit Village 1st Plat Stormwater Drainage Report and the drainage areas included in the drainage plan included in the plans. This information can be provided in an email.

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 .

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: The proposed hydrant near Building 1B shall be installed prior the construction of 1B.

Please review all standard details in the plan sets. Many details have been recently updated and are available online.

Please check and revise the Engineer's Estimate of Probable Construction Costs. It appears to be missing some stormwater quantities.

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 .

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: The proposed hydrant near Building 1B shall be installed prior the construction of !B.

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 .

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: The proposed hydrant near Building 1B shall be installed prior the construction of !B.

Sheet C009: Revise "C014" to "C015" in the Bioretention labels.

Sheet C009: Label the wye to be cut in at the connection to the existing saitary sewer.

Sheet C010: The Line 6 pipe size does not match between the Plan and Profile views. Revise as needed. Verify the Drainage Tables on Sheet C012 reflect the correct pipe size.

Sheet C010: The elevations at the right side of the Line 6 profile are cut off. Please revise.

Sheet C012: Update the 100-year drainage tables to reflect the correct drainage area for C.I. 6-2.

Sheet C013: Revise all paving related details so the subgrade design meets the UDO Article 12 requirements.

Include standard details for the proposed structures in the plan sets.

Sheet C102: Verify Items 7 & 11 in the Estimate of Quantities Table and revise if needed.

Sheet C103: Delineate Tract A from the public right-of-way.

Sheet C105: Revise all paving related details so the subgrade design meets the Design and Construction Manual Section 5200 requirements.

Sheet C107: Label the swale profiles.

Sheet C107: Show the swale cross-section locations in the Plan views.

Sheet C113: Revise the Concrete Pad elevation shown in Detail A.

Sheet C114: Include the street names on the Drainage Plan.

Sheet C115: Revise the drainage area for F.I. 8-2 in the drainage tables to match the drainage map and update the calculations to reflect the revision.

Sheet C115: Revise the rim elevation for F.I. 9-3 in the drainage tables to match the elevation shown in the storm storm sewer profile.

Sheet C116: Remove the Under Curb Drain detail, it isn't applicable to this project.

Sheet C113:Revise Detail A so that the plan and profile views are oriented the same direction.

Sheet C113: Rename the "Proposed Detention Basin Routing" table, as it does not show routing.

Sheet C113: The Top of Berm elevation shown in Detail A does not match the Top of berm elevation shown in the Line 7 Profile. Revise as needed.

Sheet C113: Include structural details for the Basin Outlet Structure to ensure it is constructed correctly.

If the Detention Basin will be used as a temporary sediment basin, include required information in the plans for that use.

Please note that As-Built drawings will be required for the detention Basin prior to Substantial Completion.

Check and revise the quantity for "Field Inlets, Std 4' x 4' Inside" on the Engineer's Estimate of Probable Construction Costs to match the plans.

Include quantities for the Detention Basin items on the Engineer's Estimate of Probable Construction Costs.

SITE DATA TABLE. Revise the table to reflect the elimination of Tract A as a separate parcel that will instead be absorbed into the adjacent lots (refer to comments from the related plat application).

TRASH ENCLOSURE. The trash enclosure configuration shown on the civil plans still does not match the trash dumpster and generator enclosure footprint shown on the Trash Enclosure Details sheet (Sheet A923) prepared by SR Architects that was included in the FDP submittal (see accompanying copy of Sheet A923). The detail sheet from SR Architects shows a structure with overall dimensions of 13'-4" deep x 43'-4" to house both a trash dumpster and a generator side by side. Please reconcile the drawings. If an exterior generator is being proposed, it shall be fully screened on all four sides similarly as the trash dumpster.

LIGHTING. - Show the location of any wall packs on the building elevations to the extent possible. - Incorporate the use of any wall packs into the photometric plan light level calculations. - Provide manufacturer specifications for any wall packs for compliance review against the standards of Article 7 of the UDO.

ROOF PENETRATIONS/EQUIPMENT. - Please confirm that the intent is to still provide a well on the roof to house any mechanical equipment and roof penetrations so they are fully hidden from view. - Any necessary roof penetrations on the pitched roof portion shall be shown on the elevations to the extent possible. Visible roof penetrations shall be placed in architectural appurtenances. Small vent pipes may be painted to blend in with the roof to disguise their appearance.

Suggest providing sidewalk on-site connecting the development to the surrounding future development and connecting to the public sidewalk network along Rosemary and Blue Pkwy. If not done at this time, sidewalk on-site providing these connections will be required for adjacent development.

SITE DATA TABLE. Provide a site data table on the site plan that includes the following information: zoning district; lot area; building square footage; floor area ratio; impervious lot coverage in sq. ft. and % of lot area; open area in sq. ft. and % of lot area; parking spaces required; parking spaces provided.

FLOODPLAIN. Revise Flood Certification Note #1 on Sheet C002 to cite the FIRM Panel information used to make the determination. Use the most current FEMA information from 2017.

PROPERTY BOUNDARY INFORMATION. Label the property line dimensions, bearings and radius information for the subject proposed Lot 1.

STREETS. Label the right-of-way widths, radii, centerlines and street grades for both NW Blue Pkwy and the proposed NW Rosemary Court.

SIDEWALKS. - Label the existing 5' sidewalk along the east side of NW Blue Pkwy. - Please clarify the notes regarding the sidewalk and NW Rosemary Court as "to be built by others". Both shall be constructed by the developer as part of the infrastructure requirements prior to plat approval and building permit issuance.

PARKING LOT. - A temporary asphalt curb shall be provided along the east boundary of the Phase 1A parking lot where it will be expanded in the future. Wheel stops are not allowed to line the parking lot border. - The labeled number of parking spaces in the bay immediately in front of the building shall be revised from 8 to 9. - For your reference regarding the future parking lot expansion, the dashed-in limits of the parking lot shown immediately north of the Phase 1A building does not meet the minimum 20' parking lot setback from the right-of-way.

DRIVE AISLE WIDTHS. The driveway entrance into Lot 1 and the internal parking lot drive aisles are shown as 24' wide from back-of-curb to back-of-curb. Aisles intended for two-way traffic shall have a minimum pavement width of 24' (28' back-of-curb to back-of-curb).

EASEMENTS. There are dashed lines seemingly connecting the U/E running parallel to NW Blue Pkwy to the building's SW corner. Is this supposed to indicate an easement? If so, please identify the lines as such and the easement type. The building encroaches onto the lines. Buildings cannot encroach into a public easement and will require the building be shifted or a portion of any public easement to be vacated under separate application.

TRASH ENCLOSURE. - The trash enclosure configuration shown on the civil plans does not match the trash enclosure footprint shown on the Trash Enclosure Details sheet (Sheet A923) prepared by SR Architects that was included in the FDP submittal. The detail sheet from SR Architects shows a generator being located next to the trash enclosure. Please reconcile the drawings. If an exterior generator is being proposed, it shall have to be full housed with a similar structure as the trash dumpsters up to the height of any generator. - Label the proposed colors for all trash enclosure materials.

ADA PARKING SPACES. - Each parking space shall have an R7-8 sign (as referenced in the MUTCD) posted at the head of each space. The sign shall be mounted between 36" and 60" above grade, measured to the bottom of the sign. - Provide a detail of the sign, including the mounting information.

LANDSCAPING. - To meet minimum ordinance requirments, revise the height of the White Pines on Sheets L001 and L002 from 6'/7' to 8'. - To meet minimum ordinance requirments, revise the caliper size of the Pacific Sunset Maple on Sheet L002 from 2" to 3". - Note #3 on Sheets L001 and L002 state that all disturbed areas shall be restored with seed. Per ordinance, open areas not otherwise covered with landscape material (e.g. mulch, rock, etc.) shall be sodded, not seeded. Larger disturbed areas outside of Lot 1 can be seeded to restore vegetation, but Lot 1 shall be sodded in accordance with ordinance requirements where it is not otherwise landscaped. - Complete the accompanying landscaping calculation worksheet to show how the proposed numbers of trees and shrubs on Lot 1 meets the minimum landscaping requirements.

LIGHTING. - Show the location of any wall packs on the building elevations to the extent possible. - Incorporate the use of any wall packs into the photometric plan light level calculations. - Provide manufacturer specifications for any wall packs for compliance review against the standards of Article 7 of the UDO.

ROOF PENETRATIONS/EQUIPMENT. - Please confirm that the intent is to still provide a well on the roof to house any mechanical equipment and roof penetrations so they are fully hidden from view. - Any necessary roof penetrations on the pitched roof portion shall be shown on the elevations to the extent possible. Visible roof penetrations shall be placed in architectural appurtenances. Small vent pipes may be painted to blend in with the roof to disguise their appearance.

PLAN REVIEW/APPROVAL SCOPE. Please note that the review and approval process on the submittal is limited to the the Phase 1A improvements. The future 12,000 sq. ft. building addition, parking lot expansion, etc., outside of Phase 1A shall be reviewed and approved under future separate application.

PLATTING. No application has as of yet been submitted for the platting of the subject property. No final development plan approval or building permit shall be issued until such time as the property is platted and the required public infrastructure improvements related to the plat are completed.

Combine the three submitted plan sets (Summit Village 1st Plat Site Improvement Plans, Summit Village 1st Plat Site Grading, Site Disturbance & Detention Plans, and Summit Eye Center Site Development Plans) into one set of plans and include “Final Development Plans” in the title.

Submit final detention, drainage and sanitary studies.

Submit an Engineer’s Estimate of Probable Construction Costs.

Label the wye to be cut in at the connection to the existing sanitary sewer.

Verify that the trees adjacent to the sanitary sewer at the southwest corner of the lot meet separation requirements.

Check and revise standard details, many are incorrect.

Curb Inlet 6-2 does not appear to be in a low point, check and revise as needed.

Check and revise the 950 contour at the private drive, it appears incorrect.

If the building will be sprinklered, include a fire line, with backflow vault and backflow preventer the plans.

Label the bioretention basins throughout the plan set and include and reference details.

Include detention basin design information in the plan set.

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. Action required: Provide a public hydrant on the south side of future right in/right out on Blue Parkway.

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.

Street Plans - Lane widths should be 12' typical.

Street Plans - Include City Standard Details for TTC, Marking, and Signing. The markings should be revised to match type (e.g. longitudinal lines high build paint), width, size and locations per standard details. The signs should be revised (e.g. street name signs) to match standard details and location of OM's should be revised to match standard detail locations.