Loading...
ST9301-CS 980513May 13, 1998 Mr; John Mears, P.E. Project Engineer County of Dallas 411 Elm St. 4th Floor Dallas, TX 75202 Sverdrup Civil, Inc. 214 696-3433 Campbell Centre II FAX: 214 696-3499 8150 North Central Expressway Suite M-1150 Dallas, Texas 75206-1815 REF: Sandy Lake Road Project Project No. 011889 Dear John: In order to comply with the County's desire to move forward as proposed in your letter dated April 24, 1998 we need the following information: ~'~ Grading and Paving Plans and Profiles for the Kroger entrances. The "as built" drawings for the existing sanitary sewer line so that we have elevations at the beginning and end of the new 21" line. We also need manhole elevations at the end of 16" Force main and the pump station elevation. Grading and Paving Plans and Diamond Shamrock Gas Station. be required. profiles for the new driveway at the If this is not available a field survey will Resolution on the required radius for each private entrance in which a radius is less than 20 feet. Confirm that the shrinkage factor for earthwork will be 15%. 'A sample copy of all standard summary sheet for all pay items. The grading and paving plans for the Thompson Property. If plans are not available, this will require a field survey. Samp!e of storm sewer computation sheet and inlet computation sheet. Are TxDOT sheets adequate? [" 3'[ !' I[ 1I 11 ; 9. Based on Coppell's comments, the intersection at MacArthur and Sandy Lake Road needs to incorporate right turn lanes at the northeast corner and southeast corner. We need direction that the additonal right lanes are required. These improvements involve lengthening the limits of the South end of MacArthur, the design of new drainage structure, redesign of driveway entrances, vertical profiles and redesign of pavement plans. As discussed during our phone conversation the receipt of all information is imperative to complete the section which Coppell has requested to expedite. Thank you for your cooperation. Sincerely yours, Shannon L Hebb, P.E. Project Manager SLH/mm C: File 11889 3.1A S. Hebb M. Goode Rich Baum