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Agenda - Council - 10/14/2003
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Agenda - Council - 10/14/2003
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3/24/2025 3:55:26 PM
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10/13/2003 7:48:05 AM
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Meetings
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Agenda
Meeting Type
Council
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10/14/2003
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Final Plat Review: Town Center Gardens <br />October 10, 2003 <br />Page 2 of 5 <br /> <br />west portion of the street labeled as Olivine St. NW. should be renamed 147th Terrace. The <br />north-south portion should remain labeled as Olivine St. NW. <br /> <br />Sewer, Waterma, jn~ Storm Sewer and Street Construction Plans. <br />We have reviewed the Sanitary Sewer, Watermain, Storm Sewer and Street Construction plans <br />submitted for this project for conformance'to City Standards. The plans were dated September <br />11,2003. We have noted the following items that must be addressed. <br /> <br />Page Comments <br />2,3,4 21" PVC is acceptable for Trunk Sanitary Sewer, Class of pipe should be <br /> increased to SDR 26 or'pro.vide documentation to support use of SDR 35. <br /> Invert shown south of CO RD 116 is 1 + ft above elevation on Ramsey <br /> Town Center Plans. Please modify plans to show your connection 6" <br /> above Ramsey Town Center invert so as to preserve as much depth as <br /> possible. Contact Tom Lincoln with URS for Invert information. <br /> Watermain deflection should be shown as more gradual, not as a sharp <br /> bend. <br /> Detail of connection of 6" PVC riser to 21" PVC Trunk Sanitary sewer <br /> must be provided, this comment applies to all sheets where risers connect <br /> to 21" PVC Trunk. <br />5 12" DIP Watermain along Ramsey Boulevard shall be upsized to 16" <br /> DiP. All related fittings shall be changed accordingly. City will cover <br /> cost of change from 12" to 16". <br />6,7 No .specific comments. <br />8 18" FES south of CR 116 should be changed to "Connect to existing pipe. <br /> Coordinate work with Others." Ramsey Town Center Grading will <br /> commence this fall and the ditch that this FES would empty into will be <br /> filled as part of the grading work. Contact Tom Lincoln at URS for invert <br /> connection information. <br />9 The grades on the temporary ditch crossing Peridot street are lower than <br /> the normal water level of the pond, meaning water will be ponded across <br /> the 'future subgrade. This is unacceptable. Discharging a 30" storm pipe <br /> to a ditch with out suitable erosion control will result in significant <br /> erosion. Extend the pipe to the pond. The future catch basins at Peridot <br /> can be omitted and added later to allow for shifting of the road alignment. <br /> <br /> <br />
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