Loading...
North Texas Mail-SP 880406,/~-¢il./:J //_~_~---"~ The City With A Beautiful Future ~ -7,/ !/---j P.O. Box 478 Coppell, Texas 75019 214 - 462 - 0022 April 6, 1988 Clyde Sifford DeShazo Starek & Tang 330 Union Station Dallas, Texas 75202 Dear Mr. Sifford: As per your request, here are the letters from Sverdrup Corp. and MSQ Engineers for entry into box culverts and sealed shop drawing. There shop drawing conform to Texas Highway standards and they are using your Design Detail for inlet openings in top of box culvert. I wiI1 await your response before allowing Hall construction to do any work on these culvert walls. Thank you. SMM/bb cc: Steve Goram, Director of Public Works 3354 Perimeler Hill Drive P.O. Box 111892 Na%l~ville, Tennessee 37222-1892 ~H5 3:J1 g232 March 28,1988 t.lr. Stove Nor ton C}l[ef of Land Development Ci l:.y of: Co12pe].l. I~.C). P, ox 't7g COl?[?e ]. ]. , Texas 75019 Reference: North Texas Mail Processing Center Coppell, Texas Dear Mr. Morton: Construction is currently on going on the drainage structures in front of the new USPS mail facility in Coppell. Tl~ese drainage structures are being built under contract between Thompson Development Co. and Ulvalde Construction. It is my ,l~ldorstanding that the drainage will be part of the City easement Ul.)or~ completion and acceptance by the City of Coppell. The USPS has contracted with Marie Sinacola & Sons to ,~:onstruct the site work for the postal facility. The contractor i~; required to tie into the "existing" reinforced concrete box c~lvet~ts with drainage pipes and curb inlets. .~inc:e the box culverts have not been construct:ed to date,it would seen to be a better construction method to blockout the culvert d__ lng constr~:ction to ~ccommodate the ,j~o~ ~torm sowers. This would be more structurally sound than cutting the box culverts after they are constructed. If Uvalde Construction would be permitted to blockout the bo~ culver'ts in accordance with our engineers' sketch, then the II~:PS contractor,Sinacola,can work with Uvalde on the ce~nstruction particulars. Please call if you have any questions. Sincerely, RoJf Prince Construction Manager MSQ ENGINEERING, INC. CONSULTING ENGINEERS March 24, 1988 ~:l~i. ef of Land Development ,'il>/ of Coppell ,,.I). !:',(ix 478 ,~,~!,p~'l l , 'rexa~; 75019 North Texas Mail Processing Center Coppell, Texas Morton: hl~e request of Mr. Roy Prince of Sverdrup Corporation, please find enclosed ,!,:i:ai.].s for blockouts which may be utilized on the box culverts along Bethel [:o accommodate storm sewers from the Post Office site. I request that con- :,;~l,~,-,-~i ion he given for their use on the city's Bethel Road project. Please free to call if you should have any questions. Sincerely, MSQ ENGINEERING, INC. Tony ,l~rauska, P.E. Civil Engineer Roy Prince - ~v~rdrup 3ef~ Forrest - HDR :::,495 BELT LINE RD., SUITE 380 · DALLAS, TX 75240 ° TELEPHONE (214) 233-1500 '&fSQ ~ MSQ ENGINEERING, INC. DALLAS, TEXAS IPROJECT SUBJECT BY 1'"/c. CHKD. DATE,,,.-.P-/7-~8 PROJECT NO. DATE SHEET / OF T NON- METALLIC NON- SHRINK GROUT L_ BLOCKOUT FOR PIPES BAR B IN TOP SLAB OF CULVERT NG, SECTION H H N. T., S, S I Z E LENGTH NUMBER BAR A tt 4, 5'-0" 4. BAR B ~ 4. 5'-6" 4.