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iv. In the City Council signature block, include the reference to the <br />Resolution and remove the reference to the ordinance. <br />v. Revise Note 13 to include the language included in the vacation <br />ordinance approved under Ordinance No. 1719, Series 2016. <br />vi. Revise the text in the Outlot Summary Table to "Exclusive City Utility <br />Easement" for Outlots A and G and ensure callouts on the plat sheets <br />are consistent. <br />vii. Specify the extent of the vacated 30' access easement in Note 13. <br />ix. Revise callouts for "Exclusive City Utility Easement" on all sheets. <br />x. Revise the utility easement width along north side of Block 4 and indicate <br />if there are existing utilities currently located within the 10' wide utility <br />easement. <br />xi. Make all callouts for easements that abut the right of way consistent with <br />civil plans. <br />xii. Specify the limits of the drainage easement within Outlot C. The <br />drainage easement shall not encroach on the Exclusive City Utility <br />Easement. <br />xiii. <br />Amended below. <br />c. Revise the Drainage Report address the following: <br />i. Update the release rates from the pond to utilize UDFCD Vol 2 <br />calculations. Include by-pass flows from offsite (Steel Ranch South, <br />Christopher Village, Christopher Plaza and Kestrel). <br />ii. Replace the 18" pipe crossing South Boulder Road with a 24" pipe per <br />the Kestrel Drainage Report. Funds for this pipe have been provided to <br />the City from the Kestrel Development and will be part of the Subdivision <br />Agreement. Label and show the replaced pipe. Include and label a plug <br />in the pipe just east of the 24" RCP coming from Steel Ranch South (this <br />will direct flows into the existing 24" pipe across South Boulder Road. <br />iii. Show the Goodhue piping per III Historic Drainage Paragraph 4. <br />iv. IV Drainage Design — Basin W — Show where the existing 42" CMP <br />crosses South Boulder Road. Is this a typo? See Comment #1. <br />v. Provide calculations showing the flow down the south alley will not <br />overflow into the existing alley to the east. 100 year flows must be <br />contained in the pan directing water to the north into the pond. The <br />capacity of the alley (31 cfs) seems to be much more than actual flows <br />(3.4 cfs). Clarify and add additional information. The 5" asphalt curb <br />may not be needed. <br />vi. Provide more calculations on the detention ponds. The text states that <br />the ponds will function completely independent, yet there is only 1 <br />calculation for the pond. Provide separate calculations for each pond <br />(volumes, flow rates, areas, etc). The South Pond should have offsite <br />flows and north pond flows entering. The total pond outflow should not <br />exceed the allowable release rate plus any offsite pass through flows. <br />vii. Provide calculations showing water does not back up into basin OS at <br />Highway 42. Show a detail of the storm sewer configuration at Highway <br />42. As-builts from the project are available through a public records <br />request. Flows shall not back up into basin OS. If additional flows <br />backup into basin OS, the pond will need to outlet on the east side of <br />