Lee's Summit

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

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 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. $34,027.00

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.

Misc.

Approval of the submitted design waiver is required prior to any permit issuance.

Miscellaneous Correction

Side setback. Please change the side setback under project notes on C-100 to 10’. This lot is not considered an interior lot.

Miscellaneous Correction

Parking Lot Poles. Please state whether the 25' mounting height includes or excludes the 2.5' concrete base in the height. Please give the total height.

Miscellaneous Correction

Driveway Dimensions. Please label the entry driveway width.

Miscellaneous Correction

Mechanical Equipment. Please show the location of ground units and/or roof-top units on the site plan and/or building elevations (using dashed lines). Refer to UDO Section 8.180.E & F. If it is ground-mounted please show it being fully screened from view using an evergreen landscaping or masonry wall.

Sheet C-000: • Please revise the Municipality contact to include Development Services Department at 816-969-1200 and remove the contact name. • Please include “Final Development Plan” in the project name.

Sheet C-001: • Revise Paving Note 25 to reference the correct City. • Delete Paving Notes 14 & 15, they are not applicable. • Revise “CVS Building” reference in ADA Note 3. • Revise “Engineering Division” to Development Engineering” in General Notes 2 & 9. • Revise “Starbucks” reference in General Note 29. • Revise “Field Inspector” to “Development Engineering Field Inspector” in Utility Plan Note 17. • Revise “Water Water Division” to “Water Utilities” in Utility Plan Note 20.

Sheet C-100: • Revise the asphalt surface type from C to either 2-01, 3-01, or 5-01 and the base type from X to 1-01, 2-01, or 5-01 as required by Design and Construction Manual Section 2205.4.B. Reflect the revisions in the pavement details on C-700.

Sheet C-300: • The fire line is private. Please revise the label. • The domestic water line connection is labeled, please label the fire line connection in a similar manner. • The water meter was relocated, but the label was not. Please revise. • Design and Construction Manual Section 6901.I.2.a specifies that an interior backflow prevention device (BFPD) may only be used when the building is located within 50’ of the public water main. Since this building does not meet that requirement, please revise to locate the BFPD in a buried vault as specified by Section 6901.I.3.

Sheets C-400 to C-402: What is the dark line from near the existing curb inlet in the cul-de-sac to the centerline of the street, then running along the centerline? Either label or remove.

Sheet C-401: Relocate the Detention Basin note for clarity.

Sheet C-700: • Revise the concrete type to “KCMMB” in sidewalk detail 7. • The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb. • Detectable warning surfaces are not used at commercial entrances for ramps in the public right-of-way. Please remove. • Please provide elevations and slopes to verify the sidewalk cross-slopes meet ADA-accessible ramp slope requirements. • Include design information for a turning space where the sidewalk from the parking lot connects to the public sidewalk.

I will call to discuss the waiver request. We will require some additional information be added to clarify the reasons behind the inability to completely meet the City's requirements. The reasons are understood, we'd just like the written explanation revised a bit.

Miscellaneous Correction

Title. Please put FDP title on the Plat.

Miscellaneous Correction

Street Prefix. Please add the NW prefix to the street.

Miscellaneous Correction

Side setback. Please change the side setback under project notes on C-100 to 10’. This lot is not considered an interior lot.

Miscellaneous Correction

Parking Lot Poles. Please state whether the 25' mounting height includes or excludes the 2.5' concrete base in the height. Please give the total height.

Miscellaneous Correction

Driveway Dimensions. Please label the entry driveway width.

Miscellaneous Correction

Landscaping. The UDO requires a 3" minimum caliper for deciduous trees.

Miscellaneous Correction

Mechanical Equipment. Please show the location of ground units and/or roof-top units on the site plan and/or building elevations (using dashed lines). Refer to UDO Section 8.180.E & F. If it is ground-mounted please show it being fully screened from view using an evergreen landscaping or masonry wall.

General: • Submit an Engineer's Estimate of Probable Construction Costs. • All storm sewer pipes greater than 6” diameter must have a storm sewer profile. • Please prominently display the following detention basin note: “Contractor to construct stormwater management facilities, specifically those features related to detention, prior to any land disturbance of the site and prior to the construction of any other site development work as not to effect downstream neighbors with undetained stormwater discharge.” • Please include end sections at the ends of the pipes discharging into the detention basin. • Please show and label the emergency spillway. • Please show and label the 100-yr WSE throughout the plan set. • Include an erosion and sediment control plan for pre-development, during construction, and post-development phases. Include the appropriate general details. • Include all appropriate City standard details.

Sheet C-100: • Include the project name and type (Final Development Plan) in a plan title on this cover sheet. • Include an index of sheets. • Include a Vicinity Map, with a north area and nearby street names labeled. • Please review the Design and Construction Manual (DCM) for the appropriate asphalt types and the standard details for the entrance concrete requirements. Revise accordingly. • Why is there integral concrete curb and sidewalk proposed on the south side of the building? • Many of the Reference Notes refer to Sheet C-700, which isn’t included in the plan set. • Please specify the street sawcut requirements. • 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 • The specific details of the ADA 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. An example can be provided if needed. • Please note that 2.00% cross slope and 8.33% running slope shown are the maximum slopes allowed by ADA, and do not include a construction tolerance. Slopes that exceed the maximum in the field will not be accepted. This is an informational comment.

Sheet C-300: • Please specify the sanitary sewer connection as a “cut-in wye” in the label. • The fire line is private, not public. Please revise the label. • Label the fire line connection with the water main. • Please locate the water meter as specified in the DCM. • A Backflow Prevention Device is required on the fire line. Please locate as required in the DCM. • Utility Plan Note 21 does not match the Plan view for the fire line pipe material. Please revise as needed. C900 is the typical material used. • The City only installs 2” or smaller taps. All other work is performed by the contractor. Please revise Utility Plan Note 22 accordingly.

Stormwater: • Include the orifice plate dimensions in the plan set. • As designed, the detention basin is flat and will most likely pond water. Please address. • The design HGL must be contained within the pipe. Please revise as needed. • Please review the City’s minimum drop thru structure requirements and revise any flowlines as necessary.

Stormwater Report: • It does not appear that the 40-hour extended detention of runoff from the local 90% mean annual event (1.37”/24-hour rainfall), commonly referred to as the Water Quality (WQv) event, has been adequately discussed and calculated. Please revise the report accordingly. • The minimum orifice opening size for the WQv event is 1” if an orifice plate is used, not 1.5” as referenced in the report. The size may be reduced if desired. • Calculations in the report are from the Maryland Stormwater Design Manual. Please replace with the appropriate local information. • Please note that Level of Service calculations are not required. • The overall release rate for the site must meet City requirements, as outlined in APWA Section 5600. If a portion of the site isn’t routed thru a detention basin, then over-detaining on the portion of the site that is routed thru the basin is required. If off-site runoff is routed thru the basin, that volume does not required to be detained and may be added to the allowable release rate. Please revise the report accordingly. • Please include a summary of water surface elevations, basin top of dam elevation, and emergency spillway elevation with location and dimensions. Show and label on plans.

If parking becomes prevalent along the public street(s) due to inadequate supply/space on-site; No Parking may be established on the public streets by the City.

Miscellaneous Correction

Vicinity map. Please show the vicinity map with a north arrow

Miscellaneous Correction

Title. Please put FDP title on the Plat.

Miscellaneous Correction

Street Prefix. Please add the NW prefix to the street.

Miscellaneous Correction

Side Setbacks. Please change side setback to 10’. This lot is not considered an interior lot.

Miscellaneous Correction

Parking Lot Poles. Please show the parking lot pole dimensions.

Miscellaneous Correction

Driveway Dimensions. Please show the driveway dimensions.

Miscellaneous Correction

Landscaping. The UDO requires a 3" minimum caliper for deciduous trees.

Miscellaneous Correction

Mechanical Equipment. Please show the location of ground units and/or roof-top units on the site plan and/or building elevations (using dashed lines). Refer them to UDO Section 8.180.E & F. If it is ground-mounted please show it being fully screened from view using an evergreen landscaping or masonry wall.

Sign Permits. You will need a sign permit for each sign prior to their installation.

Miscellaneous Correction

Exterior Lighting. Please provide cut sheets for the exterior light fixtures to confirm they all have a 90-degree cutoff.