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Agenda - Council - 07/23/2002
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Agenda - Council - 07/23/2002
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
07/23/2002
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I <br /> I <br /> I <br /> I <br /> <br /> I <br /> i <br /> I <br /> I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Final Plat Wildlife Sanctuary ?d Addition <br />July 19, 2002 <br />Page 4 of 8 <br /> <br />· Remove reference to Outlot B <br />· Note under MH11 should be clarified to state the depth of the outside drop. <br /> <br />C4 <br />· Remove reference to Outlots A,B, and C <br />· Change note for lift station to refer to Sunflower Ridge lift Station Plan L1 <br />· Protect trunk sewer line with minimum of 40 foot drainage and utility easement (20 foot from <br /> centerline) <br />· Trunk sewer line is flowing the wrong direction!! <br />· Change note on profile of trunk line to indicate PVC instead of HDPE and indicate the type <br /> of pipe (SDR 26 minimum) <br />· Elevation of trunk sewer at lift station should be 849.00 <br />· Lift station and all public intS-astmcture must be protected with drainage and utility <br /> easements. <br />· The maximum sewer runs are permitted to be 400 feet. The run between MH 12 and LS is <br /> 478 feet. <br />· A 20-foot access easement to all Mt-Is on trunk lines must be protected with drainage and <br /> utility easement (i.e. MH12) <br />· Boring of trunk lines may be too difficult and expensive for such a fiat grade. Please provide <br /> quality control criteria and list repercussions for tolerance violations. <br /> <br />C5 <br />· Label all grades and critical elevations on plan view portions of sheet as well as profile view <br />· Minimum vertical curve is 100 feet for algebraic difference of greater than 1% <br />· Extend storm sewer up Krypton Street to pick up low point or provide information necessary <br /> to justify that water will make it to the catch basins proposed. <br />· Minimum of 15" storm sewer pipe required on all storm sewer except dead- end leads. MH <br /> 13 - MH 12 should be changed to i 5" RCP. ' <br />· Match all tops of pipes when possible (i.e. CB16-CB15) <br />· Make note "Abandon existing driveway" for driveways north of 156m Lane NW <br /> <br />C6 <br />· Label hi~,=h point on SE comer of 156~' Lane N-W/Iodine Street NW between CB4-CB5 <br />· Remove reference to Outtot B <br />· Clarify the detail on the profile view for the outlet structures. <br />· Provide detail of culvert under 156~ Lane NW near Highway ~47. Indicate size and type and <br /> depth of cover. Depth of cover must be greater than 2 feet. <br />· Provide pedestrian curb ramp on south side of 156~' Lane NW near HigA-~way ~47 <br />· Minimum depth of cover is 2 feet. Line between CB6-CB7 is less than 2 feet. Verify the <br /> depth of cover on all storm sewer pipes and revise plan accordingly. <br /> <br />-131- <br /> <br /> <br />
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