| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Record Drawings Review
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No Comments
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11/08/2021
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11/11/2021
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Sue Pyles, P.E.
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Engineering Review
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No Comments
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06/04/2018
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05/31/2018
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Sue Pyles, P.E.
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Engineering Review
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Corrections
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05/21/2018
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05/21/2018
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Sue Pyles, P.E.
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Corrective Action Required
Existing conditions for this project have changed due to an adjacent project placing fill within the limits of this project. Please revise the appropriate drawings for this project to reflect the additional fill areas or the grading already completed.
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Corrective Action Required
The revised existing conditions now direct drainage toward adjacent lots. Add silt fence or other erosion control as applicable along the east and south boundaries where this project abuts adjacent residential lots.
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Engineering Review
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No Comments
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05/08/2018
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05/08/2018
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Sue Pyles, P.E.
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DE C&O #05 As-Graded MDP
Corrective Action Required
The As-graded Master Drainage Plan shall be submitted to and accepted by the City prior to the issuance of a Certificate of Substantial Completion and prior to the issuance of any building permits for the development.
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DE C&O #06 Land Disturbance
Corrective Action Required
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.
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DE Contact Field Eng. Inspector
Corrective Action Required
Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.
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DE Contact ROW Inspector
Corrective Action Required
Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.
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DE Engineers Estimate
Corrective Action Required
The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee of $2,198.23 (which is based on 3% of the total infrastructure cost) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit.
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DE Future Repair Work
Corrective Action Required
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.
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Traffic Review
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No Comments
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05/08/2018
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05/08/2018
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Michael Park
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Engineering Review
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Corrections
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04/19/2018
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04/19/2018
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Sue Pyles, P.E.
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Corrective Action Required
The previous submittal showed Line segment 3.4-M1.1 as 18” HDPE in the plan set and 24” in the storm sewer calculation tables, and this submittal shows the segment as 24” in the plan set and 18” in the storm sewer calculation tables. Please reconcile.
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Corrective Action Required
Please check and revise, as needed, the Engineer’s Estimate of probable Construction Costs as follows:
• Verify quantities for items Paving – Geogrid and Inlet Protection.
• Verify that the storm sewer pipe quantities are correct based on the previous comment regarding Line 1.
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Traffic Review
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No Comments
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04/19/2018
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04/13/2018
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Sue Pyles, P.E.
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Traffic Review
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No Comments
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03/28/2018
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03/30/2018
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Sue Pyles, P.E.
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Engineering Review
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Corrections
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03/28/2018
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03/30/2018
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Sue Pyles, P.E.
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Corrective Action Required
Sheet's C.050-052: Include inlet protection for existing field inlets prior to any land disturbance.
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Corrective Action Required
Sheet C.301: The top elevation for JB 1-2 does not match with the proposed grade in the Line 2 Profile view. Please revise.
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Corrective Action Required
ADA-accessible ramps are no longer required at cul-de-sacs. Please revise the plan set to show the sidewalks ending midway through lots 89 & 101. This revision will also be required on the Final Plat. The sidewalk will then terminate at the driveway on those lots and will be shown on the individual plot plans that are required for the building permits.
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Corrective Action Required
I reviewed the 10 year storm pipe table included in the plan set. I will send it under separate cover. Please revise, and extend the revisions to all other storm sewer calculation tables.
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Corrective Action Required
Engineer's Estimate of Probable Construction Costs:
• Review and verify quantities for all items, especially pavement items and storm sewer pipe
• Remove item for ADA Sidewalk Ramp
• Verify that the formulas, as several values in the Cost/Item column do not match multiplying the Quantity by Unit Cost. If it is rounding errors, please make sure that the multiplication matches what is actually shown.
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Engineering Review
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Corrections
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02/22/2018
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02/27/2018
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Sue Pyles, P.E.
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Corrective Action Required
Sheet C.201: Verify MBOEs provided and revise as needed.
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Corrective Action Required
Sheet C.201: Include 100-yr WSE for all area inlets.
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Corrective Action Required
Sheet C.301: The sanitary crossing between CI 3-4 & CI 1-1 is incorrectly shown. Revise accordingly.
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Corrective Action Required
Sheets C.600-C.601: Include junction box and sidewalk standard details.
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Corrective Action Required
Sheet C.206 is not included with this submittal. Please include in the plan set.
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Corrective Action Required
Please review the storm sewer tables and revise as needed.
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Corrective Action Required
Please revise the Engineer’s Estimate of probable construction Costs to match the revised plans.
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Corrective Action Required
Further storm sewer review will be completed once the storm sewer tables are revised.
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Traffic Review
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Corrections
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02/22/2018
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02/22/2018
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Michael Park
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Corrective Action Required
The street name signs at the intersections of Tanzanite/Georgetown and Amethyst/Georgetown can be removed from the plans. The stop signs should remain. These street name signs are already proposed at the intersections in association with the Reserve at Stoney Creek 3rd Plat.
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There are no other design comments. Plan review (e.g. detail and completeness) to be completed by Develpoment Engineering.
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Traffic Review
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Corrections
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01/18/2018
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01/18/2018
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Michael Park
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Corrective Action Required
Generally, a full review of these plans was not completed. It has been determined the plans do not meet the minimum requirements in Section 5204.
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Corrective Action Required
Typical section should provide for 1.5% cross slope through sidewalk areas and 4:1 grading.
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Corrective Action Required
Missing horizontal alignment information.
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Corrective Action Required
Provide dimensions for deviations in typical section such as all curb return radii, PC/PT station/offset, cul-de-sac radius, etc.
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Corrective Action Required
Signing plan should coordinate with the adjacent plat engineering plans. Separate and identify stop signs and street name signs. Street name signs may or may not already be addressed in the adjacent plat (not necessary on both corners of the intersection).
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Engineering Review
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Corrections
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01/18/2018
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01/18/2018
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Sue Pyles, P.E.
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Corrective Action Required
Sheet C.001
• A 2% to 4% cross-slope is shown for the sidewalk within the right of way on the typical asphaltic concrete section. Please revise to comply with our standard of 1.5% cross-slope.
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Corrective Action Required
Sheet C.051
• Include a legend for inlet protection.
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Corrective Action Required
Sheets C.200-C.202
• Storm sewer calculations for this project must be included in this plan set.
• DA D includes multiple inlets. Please correct this error and verify that the calculations correctly match.
• MBOEs were not provided for any of the lots on the Master Drainage Plan. It would appear that several lots adjacent to field inlets in the sump condition would warrant an MBOE. Please provide MBOEs for these lots, and elevate the MBOE so they are a minimum of 2.0 feet above the 100 year water surface elevation.
• Basement types (e.g., standard, daylight, walkout) were provided on the Master Drainage Plan for lots not a part of this project. Replace those lots with lots from this project.
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Corrective Action Required
Sheet C.206
• Please add a note specifying the use of KCMMB mix for sidewalks.
• FYI – “Intersection” is misspelled in the Intersection/ADA Ramp Elevation title.
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Corrective Action Required
Sheet C.301
• The pipe lengths don’t match the stationing for Lines 1 and 2.
• The field inlets are shown in a sump condition, with openings on all sides. However, the profile view shows the tops being flush with the ground. Please correct the profile view to reflect the grading around the field inlets to create a localized sump.
• Include station equations at all structures where multiple lines connect. Include the Line Number in each station label.
• Please reverse the CI 1-1 flowlines in the Line 1 Profile view to show the flowline out on the d/s side of the label and the flowlines in on the u/s side of the label.
• Include the sanitary sewer crossing between CI 3-4 & 1-1 in the Line 1 Profile.
• Include the waterline crossing between FI 2-2 & CI 3-3 in the Line 2 Profile.
• FI 2-1 appears to be located directly over the proposed sanitary sewer. Please relocate the structure to gain the proper separation.
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Corrective Action Required
Sheets C.600 & C.601 are not included with this submittal. Please include all required standard details, including those for erosion control, in the plan set.
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Corrective Action Required
All references to the existing temporary cul-de-sac appear to have been removed. Please clearly indicate removal of the existing cul-de-sac.
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Corrective Action Required
Notes should be provided stating that all ADA-accessible ramps shall be constructed along with the subdivision improvements. Sidewalks, however, are not subject to this requirement.
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Corrective Action Required
A SWPPP will be required prior to approval of any land disturbance or prior to approval of the plans, whichever comes first.
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Corrective Action Required
Engineer’s Estimate of Probable Construction Costs
• Verify the quantities for Sidewalk and ADA Sidewalk Ramp. The pipe quantities can’t be checked until the storm sewer information is corrected.
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Engineering Review
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Corrections
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09/25/2017
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09/29/2017
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Sue Pyles, P.E.
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Corrective Action Required
Sheet C001
• Please complete "Lots Thru" or remove from title block.
• Revise the MoDot Base thickness for Option 2 in Street & Storm Sewers Note 1 and the Typical Section.
• Revise the Standard Detail references in Street & Storm Sewers Note 4.
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Corrective Action Required
Sheet C050
• Please install silt fence to address drainage flowing north at the north part of the plat.
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Corrective Action Required
Sheet C100
• Remove the Sidewalk Construction Note, it does not apply to this project.
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Corrective Action Required
Sheet C200
• Include existing contours.
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Corrective Action Required
Sheet C201
• The first MBOE Note references a report not submitted and plan sheets not included in plan set. Please revise.
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Corrective Action Required
Sheet C202
• Include complete storm sewer calculations in the plan set.
• DA 6 and DA D each include multiple inlets. Please revise.
• A portion of this plat drains offsite. Please include and address in the Drainage Map and calculations.
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Corrective Action Required
Sheet C203
• Remove note to install temporary cul-de-sac.
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Corrective Action Required
Sheet C206
• 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.
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Corrective Action Required
Sheet C301
• There is an extra curb inlet shown in the Plan view for line 1 that is not shown elsewhere in the plans. Please remove.
• The Line 1 Profile view is missing information for Curb Inlet 1-1 and the FL(out) elevation for Curb Inlet 1-2.
• Please revise the stationing for Curb Inlet 1-1 and include the pipe size upstream on Curb Inlet 2-3 in the Line 2 Profile view.
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Corrective Action Required
Sheets C600-601
Please replace the APWA storm sewer details with City of Lee’s Summit standard details.
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Corrective Action Required
General
• Label temporary cul-de-sac to be removed throughout the plan set.
• Clearly delineate between proposed, existing, and future construction throughout the plan set.
• Be consistent in labeling.
• Additional comments that haven’t been included with this review may be required based on revisions due to these comments and submission of missing information.
• Please submit an Engineer’s Estimate of Probable Construction Costs.
• Please submit the SWPPP.
• Please submit Stormwater study.
• Remove the “Phase 3, The Manor at Stoney Creek” label from Lots 69/70 throughout the plan set.
• Please verify that these plans are coordinated with the plans for the adjacent project The Reserve at Stoney Creek 3rd Plat.
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Traffic Review
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Corrections
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09/25/2017
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09/27/2017
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Michael Park
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Corrective Action Required
Roadway profiles at intersections should be reviewed in consideration of the vertical grade interaction with roadway typical sections/cross slopes.
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Corrective Action Required
Intersection details need coordination with the improvement plans for Georgetown Dr.
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