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WA9301-CS 940708The City With A Beautiful Future P,O, Box 478 Coppell, Texas 75019 214-462-0022 July 8, 1994 Mr. Dave Ryburn Wholesale Services Dallas Water Utilities City Hall 1500 Marilla, Rm. 4AN Dallas, Texas 75277 RE: Rate of Flow Controller Dear Dave: Attached are the comments from the City of Coppell's Public Works and Engineering Departments regarding the rate of flow controller design. ' ~ erel , If there are any questions, please don't hesitate to contact us at 462-8495. You may wish to direct your comments to Howard Pafford and he can relate those to the appropriate person. st( G. Goram Director of Public Works SGG/bc Enclosure cc: Howard L. Pafford, Water Utilities Superintendent Mike Martin, Engineering 1) 2) 3) 4) 5) 6) 7) s) On cover sheet - show proper location of 30" water line. Show 12" water line on north side of Sandy Lake Road. Why is ROFC being built in this location? Why not utilize location better to provide space for future facilities. Sheet 2 - Need floodplain permit for fill area. Study will need to be done. Flex base will not be allowed, concrete drive surface only. Sheet 3 - Need to match engress/egress with future Sandy Lake Road paving. Sheet 9 - Need to add enclosure for Coppell's equipment to monitor Dallas flow. Driveway and parking lot should be 6" concrete with 6" stabilized subgrade as per the city's Standard Detail. This site was not part of the Riverchase reclamation. A flood study and floodplain permit should be provided for the fill and fence. A floodplain map has been provided for your use. Sandy Lake Road is currently under design by Sverdrup Corp. through Dallas County and the project is scheduled to begin in late 1995. Attached are copies of the preliminary cross section and plan and profile sheets showing the proposed grades of Sandy Lake Road. The typical channel cross section on Sheet 4 needs to show the approximate width of pilot channel and a note stating it will be concrete.