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February 21, 2006 <br />The Meadow Final Plat <br />Page 2 of 4 <br /> <br /> owner is considering development options, routing a pipe into the middle of a <br /> furore lot is not acceptable. <br /> <br />Sheet 2 <br />Sanitary Sewer Notes <br /> · Revise note 8 to read "Asphaltic Coating at 1east l mil thick" <br /> · Revise note I 0 to read "Carson/te marker by each structure not in pavement" <br /> · Revise note 12 "Televising not required unless m~ndml or air tests indicate <br /> problems. <br /> · Revise note 13 to read" ...external watertight sleeve." <br /> <br />Storm Sewer Notes <br /> · Revise note 5 to read" ...external watertight sleeve." <br /> <br />Pavement Section Details <br /> · Change Street 2, 3, 4 to actual street names. <br /> · utty reqmrement ts Class 5 in all pavement sections. <br /> · Ramsey does not require Class 5 under the concrete curb. <br /> <br />Control Structure Details <br /> · Pipe from pond to structure must be installed with adverse slope, pond invert must <br /> be lower than entry point to structure. <br /> · Review Structure 1, top if interior weir and top of outside wails are shown at same <br /> elevation. <br /> <br />Sheets 3-10 · Show direction of pipe next to inverts in profile view. <br /> · Show invert of stubs and flared ends. <br /> <br />Sheet 7 <br /> <br />Max/mum length of stoma sewer mn should be 400 feet, install structure between <br />CBMHi01 and CBMH 106. <br /> <br />Sheet 8 <br /> · Show adverse ~rade on pipe from pond to CS 100 <br /> <br />Sheet 9 <br /> <br />CBMH 204 the pipe sizes and invert labels are crossed. <br />CB 213 check invert. <br /> <br />Sheet 10 <br /> <br />Show adverse slope to CS 200. Pond must be enlarged to hold back to back 100 <br />year storms, realign outlet pipe to drain to typical side yard drainage and utility <br />easement. <br /> <br />-135- <br /> <br /> <br />