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Northlake WE P1-6-CS031003LETTER OF TRANSMITTAL VILBIG & ASSOCL4TES, INC. CONSULTING ENGINEERS & SURVEYORS 10132 MONROE DRIVE DALLAS, TEXAS 75229 (214) 352-7333 FAX (214) 352-0999 TO:City ol'Coppell 225 Parkewy Blvd Copneld. TX 75019 DATE: October 3, 2003 JOB 706-Ic ATTENTION.• Teresa Turner RE: Job #706-Ic 775 Pelican Rd Co ell, TX WE ARE SENDING YOU O ATTACHED OUNDER SEPARATE COVER VIA hand dedvered THE FOLLOWING ITEMS: ( )SHOP DRAWING ( )PRINTS (X) PLANS ( )SAMPLES ( )SPECIFICATIONS ( J COPY OFLETTER OCHANGE ORDER ( )OTHER COPIES DATE NO. DESCRIPTION 2 blu 10/3/03 CI Storm Sewer Plan & Pro le I Mark u 1 10/3/03 Si ned ood lain develo ment ermit THESE ARE TRANSMITTED AS CHECKED BELOW.• (X) FOR APPROVAL O APPROVED AS SUBMITTED ORESUBMIT _ ( )FOR YOUR USE () APPROVED ASNOTED ()SUBMIT ( ) AS REQUESTED ORETURNED FOR CORRECTIONS ORETURN ( )FOR REVIEW AND COMMENT ( ) ()FOR BIDS DUE . 20 () PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO c:IbusinessWmwing tmnsmittals1706-Ic.doc/tlb COPIES FOR APPROVAL COPIES FOR DISTRIBUTION CORRECTED PRINTS SIGNED Anna Carrillo S~-~~c.._ ~3 mac:-t-- 'C~~ I * e e e~ t r.-o i ~_ COPPELL .~ j s O ~ ~ 't 6 t ~ A Fi.00DPi.AIN AEVEd.OPRffiNT 1?ERMP1' 1!ERM1T NO. I NAME OF PER8a7'EE: Brian ~~~r- 7M abom namM pecmioee applied for a FLOODPI.A,IN DEV6lAPMFNT PERMIT an L~(03~I0 3 The appliesion lac hem reviewed b9 d e h'LOODPLAIN ADMINSiRATOR aad s has lteea detpmiaed [trot ~ propospi deveiopgtat is [orated wifsin an idmigcbk 8oedplan Of: The FiAODPLARV ADMII~I'RATGR hat revie+ved glass aad apaigeeponr d the proposed for maha ~devebpmee als:cdada rt~uQed b9 pppPSLL Ploodplam Oidoaxe 194639. Y ace hereby ~wmE deatxtbed wodc: t ro toainum oompl">aroro whh the daveloptaeot paadardt of COFFEE!. Floodpiaia Ordmanoa 194439 and m m,imte or miauniae Hood damage potatoal b m. pmptued dtvebpuent, Yon arse hereby direeaed b comtcver. proyosed evebpnxnl in atxgdrece wim. me PdbwinY pmvkioae: (i Compliaaoe wilt the development amfudt d Capped FbodpLia Ordmaooe 194639 meludiog ba nor !1~ m: • For aasideetial sm~ttmra, th• foevee floor Cttt Irtamr~ muC be elevated m t^o (~ fee td~ me 100- year bne flood elevation or erne p) foot above olticnate catditioe whirhevQ is higher. Cenitk. an eP me bweu 9oor moat be auhmimd Prom a tttgisteced prohaaionat engineer. uchita:t, or load mrveynr. t • For nttn-cesidemat avumQe;, ffie bsreat goer Cmrlttdhtj baeeasra~ ttptx be tdevaIDed w m two f~) ibet above me 100-year tote good elnadon err ate (I) door above Wtamte wh' it higher. Certifntiw mar the twodpcnbfias mnhods are adequaoe m vrimsand the Hoed tkptlts, pceapae, mp><t aad »pi0g fovea and ems fecten atsaeiared aim the Were Ibod mnu be suhmioed Som aeegstrod profasimal eapoeer or atehtett ~ a (i A It4P1[5'IR~ATOR. au anal idaos or As-emit Drawing max be wbmined ro me fi.Oa c) oT~gt PROVrslorls~ Aeteowtedgemem d Conditioet x Si~attee d PLOObP[.AIN AbMIN15'IRf TOR Z'd 6660-ZSE-t.12 ZO'd 9b~£i £OOL £ +~0 1JfiAN E. p~ucLEK /0- primed Ptame >bm Primed Name f e sa~ecoossd q 91gi?A e8t'I[ k~0 EO 3~0 9 I£Z£-90b-ZL6~xej