Jim Pierce From: Jim Pierce Sent: Wednesday, October 20,19994:17 PM To: Dave Wilde Cc: Keith Thompson; Michael Murphy; Robin Jones Subject: "C" Store Drainage Fix I have talked to Keith and asked him to schedule the work of installing the drainage "structure" at the C Store and he has agreed to do it. Please work with Keith and give direction in the field as you know what we want out there. Let me know if there are any questions. Thanks, Jim Pierce, P.E. Assistant City Engineer PO Box 9010 Addison, TX 75001-9010 972-450-2879 1 1\.JWN OF ADDISON MAIL ALL INVOICES TO: Accounts Pli)lable P.O. Box9010 PURe No. ORDER DATE 063372 Addison. Texas 75001 TAX EXEMPT NUMBER: 11613336559 09/16/99 SUBJECT TO TERMS II< CONDITIONS CONTAINED ON BOTH SIDES THE P.O. NUMBER MUST APPEAR ON ALL INVOICES, DELIVERY TICKETS, ETC. REQQifle9. DELIVERY DATe 09/16/99 NOOR DELIVERY LOCATION: ;761 KAMCO HOSE & COUPLINGS 3630 MARQUIS DRIVE GARLAND, TX 75042 (ENG) ADDISON ENGINEERING 16801 WESTGROVE ADDISON, TX 75001 DEPT DNa. 􀁒􀁅􀁏􀁕􀁾􀀠REQUJSfT1Ot!ER TERMS:-NET 3{} BLANKET ORDER EXPIRES F.O.B. DESTINATION. MENTS 621JB DESTINATION :R 1· If;:\RR ? UNtTPRICEQUANTITY OESCRlPTfON EXTENDED AMOUNTM UNrr 20ft; EA 15" N-12 SOLID PIPE 5.0000 100.00 , 2 EA 15" MAINFOLD BEND 45 DEGREE 50.0000 100.00 I 1 EA 18" INLINE DRAIN 15" WITH GRATE 200.0000 200.00 3 EA 15" PL/SPLIT COUPLIN 5.0000 15.00• .* 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀠******:-t*****, *********'I< ********** MEMO ACCOUNTING INFORMATION ONLY GENERAL LEDGER ACCOUNT NUNBER DISTRIBUTION 41 000 56570 84300 000 415.00 􀁾􀁫􀁾􀀠􀁾􀀱􀁌􀁐􀁵􀀮􀀠1A iL>rl (, 1slhM UTlWd.Jiv L .---, /'1 SUB TOTAL69079 􀁖􀁾􀀩... 􀁾􀀠41 􀁾􀀠nr: AV "IISI5NATURE 􀁾􀀠n (){1 FREIGHT 􀁾􀀠() on TOTAL 􀁾􀀠415.00 88/27/1999 09:53 9722313934 􀁲􀁾􀀱􀀺􀀮􀀮􀀠cu. CLS SERVICE & SUPPLY, INC. 726 S. SHERMAN STREET • RICHARDSON, TEXAS 75051-4026 • (972) 231-3646 • (972) 434·3612 • FAX (972) 221-3934 SALES CONFIRMATION /I: INVOICE TERMS SOld To: Ship To: August 27, 1999 􀁃􀁩􀁴􀁾􀀠of Addison, Texas 0... Nam. City of Addison N"",o Address 16801 West Crove Dr. Address P.O. Box 144 75001 972-450-2873 Clty Slate Zip Coda City S"", 2JpCodQ Keith Thompson 972-450-2837 Fax Notify Ta!eph()1'IC Enter our order tor: (Specify qwanlily, par! number, description, price.) FrelahtTerms of Sale (Describe) Sales Tax Total Price -....􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀽􀀽􀁾􀀭􀀫􀀭􀀭Down Pavment Thank 􀁹􀁯􀁵􀀬􀁾______________________________________________􀁾􀁾􀁡􀁾􀁡􀁾􀁬􀁡􀁾􀁮􀁣􀁥􀁾􀁄􀁾􀁵􀁥 􀁾__􀁾_________ Oul:\nlity Pan: Numbor Unit Price Amount 18" Concrete Pipe (RCP) Jet ellis,," and Qrind $155.00{h out concrete in side pipe with cutting tool. 6 Hour Minimum CharQe vel time -30 min. each way i --------+-----------+---Total ...􀀭􀀫􀁾􀁾􀀭􀀭􀀭􀁉􀀭􀀭􀀭" . .. . SubTotal Bob Lingle Customer SlgfUl\uro SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS John W. Birkhoff, P.E. /nnRC\\[S,1l l< C) C§ 0:::/0;i2 is ""< //􀀯􀀠􀁾􀀠) ;r /Ck 􀁾􀀠-------/, /􀀯􀁾􀁾􀀠􀁾􀁟􀁾􀀬􀀭􀁴􀀬􀁴􀀧􀀻􀀻􀀮􀁜􀀠􀁲􀁜􀁜􀀮􀁾􀁜􀁙􀀧􀀠UCM A,I "'IrS 􀀬􀁾􀀧􀀡􀀠'" ,------,,' I /ff /PIPE.I if '--------0+00 EXIST. GRADE PROPOSEDI FILL ---EXIST. 18" C.M.P, ON +U.Ub:f, "".• MESH TO : o. oj. ;BE WRAPPfO AROUND PROPoSED PIPE \ J I 􀁾---L+------\)'-'===== T.'I I. ---0+50 fO "'" :',c,-, 􀀧􀀻􀀢􀀢􀀧􀁙􀀧􀀬􀀢􀁾􀁾􀀬􀀻􀀢􀀢􀁾􀀡􀁾􀀠􀁾􀁾􀁾􀁾􀀠If1'\':.',,1,', 􀁾􀁊􀀠􀀺􀀺􀁮􀁩􀂷􀀺􀂷􀀻􀁾􀂷􀀮􀀠􀁾􀁴􀁪􀀬􀁊􀀮􀀡􀀩􀁦􀁾􀂥􀁩􀀠[:;i;;t; 􀁾􀀺􀀠􀁾􀁾􀀮􀁴􀁾􀁾􀀧􀀸􀁾􀀬􀁤􀁾􀂷􀀧􀂷􀀠N'o-r F'r)' r; " '(W 􀁉􀁃􀀢􀀬􀀭􀁣􀀩􀁾􀀠􀀧􀁾􀁾􀀧􀁲,,>!'"'( J 􀀮􀁮􀁾...J! I 􀁾􀀠W'I., . \.1; "'OT f-O'" --""""'",,"', "')'''''''0 􀀮􀀭􀀭􀁾􀀠.t'l • n t,;,'dJU!i\: ...􀁾􀁾􀀠􀁾􀁾􀀬􀀮􀀠n,..... ..' ,:0,:: li NOT FOR PEFiNliT GRATE INLET ____ HOLE IN 􀁾􀂣􀁘􀀯􀁓􀁔􀁴􀁎􀁃􀀠RDNF CONGo INLET. " ADS +9.61% TOWN OF ADDISON, TEXAS ADDISON RD, IMPROVEMENTS PROP 12" ADS STORM SEWER SHIMEK. JACOBS & FINKLEA IJUNE 22 1999 CONSULTING ENGINEERS ' //PIP[LI\lC-L 􀁾􀀠EXISTING PIPE -I <.0 􀁾􀀠􀀱􀁾􀁃􀁫􀀠􀁜􀁜􀀬􀀨􀁾􀀬􀀬􀁜􀀠/i" Qj -, • 11 U" 􀁾􀀠,.", 􀁾􀀠jll -"--􀀢􀀧􀁾􀀠""_' W:::-.;,.<: ii............... 􀀮􀁾􀀦􀀠f3 "􀁾􀀠b ;E 􀁾􀀠'"-" '" -->0 􀁦􀀩􀁾Q) is -I iT; f; ; /; ; ,(! , \-􀁾􀀧􀀢􀀢􀀮􀀢􀀮􀀢􀀠. _.---'---//' SCALE: 1"=20' --""􀁾􀀠,,;sfi5 --c. £11 ""Q?I 1.," .-..".,--"-/'1 co; 􀁾􀀠I $ SCALE: 1 "=20' I 1 --'" I f ! I 􀁾􀀬􀀮􀀬􀀮􀁮􀀺􀀺;:,"" .' J I; • 0::: \ 􀁾􀀠''',' f' 10:'" hi.C."P "'l'" 􀀯􀁾􀁇􀁫􀀬􀀭􀀧􀀭􀀭I "', /fiJ! Cftf5.' ." /H/' /<' Qj /U -PROP 8.6 LF 12" ADS STORM PIPE A1F'S , ---' -.'-' _.,," EXIST GRADE PROPOSED IFILL .';;t '" ;.(4J p "RF 􀁾􀀠􀁾􀀠􀁾􀀮􀁧􀀱􀀮􀁬􀁾" 􀀺􀁾􀀻􀁾􀀠􀁾􀁾􀀠m 􀁾􀀠􀁾􀀩􀁾􀁴􀁔􀀠j 􀁛􀁾􀀠􀁲􀀺􀁾􀂷􀀺􀀠􀁾􀁾􀀺􀀮􀀺􀀻􀀠j Ci}i 􀁲􀀻􀀺􀁾􀁾􀀠􀀻􀀭􀁊􀁾􀀺􀀧􀀬􀀠r 􀀧􀀺􀁉􀀧􀀭􀁾􀀢􀁐􀀧􀀠􀀬􀁾􀀠uu! 􀁾􀀮􀀠GRA7i. INLET.f{EXIS-}'C RElNF CONe. !---.'''uu'u'u.uuu,18" C.M.P. ONtO,06t_ Jl4J,,! 􀁾􀁾􀁦􀀡􀀡􀁜􀀡􀀠􀀺􀀺􀀮􀁾􀁾􀀥􀀠"",1' MESH TO WRAPPED AROUND 􀁾􀀠£)(ISTING PIPE PROPOSED PIPE TOWN OF ADDISON, TEXAS ADD!SON RD. IMPROVEMENTS 0+00 0+50 PROP 12" ADS STORM SEWER SHIMEK, JACOBS &: FlNKLEA 22, 1999 CONSULTING ENGINEERS 􀀲􀀲􀁾141 50 SHEETS􀁾􀀠22·142 100 SHEETS􀁾􀁾􀀬􀀠22·144 200 SHEETS t; -'-1a-P G-Y"C'o+-e. (f? C .5i D rc. Co1.9, 􀁩􀀧􀀱􀀬􀁾􀀠D111;1' 1) r? I V[ tV I'! Y '\3 eIcY i f+ r" I'>/'01 6').1 -.-! • lt ---\\ , i/'i-. "-'-,0'OU'1", I '2.4 II I /........􀁾􀁾􀁾􀀠 A P'P/<. " A,bD 15011 -'iLl, 􀁾􀀧􀀫/"1-8'" goAD \' ¥ i block(.u1e '-Z-.J':& lU',,\ 1:,').,1 \\i",\i P, 1'<'-Lp 7. 2"2.. 􀁾􀀠􀀧􀁮􀁁􀁾􀀠\, 􀀮􀁢􀁾􀀠I"e hi (lV<"j 􀀼􀁾􀀠(), ()O \ '-􀁾􀀠ic;LfD. :,'f ("lq.l"?..t. ",'1..(,:17&;1-'" ...Jg 1-1, li'i.. /,1S' \ &-01 ±<:-----121S ----O.ocn I\ 􀁾􀁏􀀠_. LOOkIIV&-500-n+ • I ,\ 1\ \ II ve Y"'t"" \ = \-'0 ' 11 'I\ ':;. .30􀀮􀁜􀀭􀁾􀁯􀀧􀀨􀀧􀁜􀁾􀀠 &,/'7...Hl.. II 1·'f¥ 􀁾)"7, g'-f -;( ' .' ,'-',," 􀁟􀁾􀁌"fa '-7.1-2-/g /1 % I t 􀀮􀁾􀀠2􀁉􀁜􀁏􀀧􀀱􀀫􀀭􀁾􀀠.::: Ao· ') b /'7.41f /1 t --l. &.,: to.S"" J) 1 􀁾􀀠1,77 1\ ot-f t), n4v !1.11 II / '" ,, .',..,', .... . " .. ' ,:' \ BRoADwAY GRIllTOP M.H. 631.08\ fl IN 619.86iW) ( 15375 ADDlSON RD.)fl IN 61,9.76 S) , \ fl IN 622.88 NW) fl OUT 619.70(E) \ \ A !:9ffn R ;: .JO(J().O(\ BLDG. T = 86.'.]'L = 172.21METRO BRICK \ ( 1530t ADDISON RD, \ ,.\\ 630.78 PROP. 8' I INlET II\ I, ,! 'I '\ q PROP. 􀁾􀀧DROP INLET II, \ ':'\:" ( ,"\ 􀁾􀀬􀀠i \ (') , ":! \ 'i\ " ,\ ... .... \. \.\ \ \ "\. \ \. I I I : 􀁾􀀠..... -'" .:---. ,,I ....,,: 1 ' I Ir1 I L !.O, ,I􀀧􀁃􀀭􀁾􀀠,,"\( I I ! ! I -I I ,! I _..L .. ,i'" I I , I , I I --􀁾􀁭􀀧􀀠I ! i ,'I: 􀁾􀀮􀀠J;: ---1 "'r-'I.i\. I I I!I I "X' I , l::o !i:: ! I 1: , , I 􀁾􀀠, 􀁾􀀠I -X ;:r;.. I 􀀺􀀭􀁾􀀭􀀧􀀠I r-...." I -.J -"" · 􀁾􀀠-.; "'r-r · 0/: -u J II'( 1, ....t-.. r,• SI: " I..J :--.l: . 􀁾􀀠􀁉􀁾􀀠, . {f. \.t • ... -"'l.. I :11 --I,' W"-.._-! 􀁾􀀠􀁾􀀠!li-+􀁾􀁦􀀭􀀧􀁗􀀭L.-... 2:: \r 􀁾􀀠􀁉􀀧􀀢􀁾􀀠--1 -II:S .:.. i:' -_.. _"::: 􀁾􀀠.... I , "/. ryB= I, -, 1---"-.... -..-\ -../-! ;:to.; 􀁾􀀠! I ::'\' 􀁾􀀠,-1 i 􀁾􀀠-'l ' 􀁾􀀠--,-, ;-. 􀀭􀁾􀀠􀁾􀀠􀁾􀀭􀁾i -l>. I""Il !-Sl ...0; I"" -'" " '0. <1<5 􀁾􀀠I • I ! -11 .. --t-\I, ..;:, 􀁾􀀠, "" 􀁾􀀠"" "';::::; ,' 􀁾􀁩􀀠􀁾4 \.) "\j J!:ll' I --L -l , 􀀮􀀵􀀮􀁾􀀧􀁬􀁬􀀠' 􀁾􀁟􀁉􀀠i i ' I, 􀁾􀀠, , 􀀬􀁾􀀠. . . 􀁾􀀠t 􀁾􀀠I ,i 􀁦􀀧􀁾􀁲􀀠! I ! i I I II 􀀬􀁾􀁾􀀠! I ! 􀀧􀀧􀁴􀁩􀀧􀁾􀀠􀁾􀀠: !'-1-<:) i i I , ito; 􀁾􀀭􀀭􀀭􀀽􀁓􀀠! ;,'" ""1i1 ! I ! ! l I . I I ! . , T , I i􀁾􀁾􀁾􀀠i II l '.... I I , .0.;, 􀁾􀁩􀀠1" i .....--.... 􀁾􀁉􀀠i I i i k I ! I I i 􀁾􀁉􀀠i I i I i · .Or I , I I i !I-\-N I I 􀁾􀀠! ! I I -i I' -:f.., rJ ! I I i I \: : 􀁾􀀧􀀠11'\1 N I ,I . 􀁾􀀠I' O-Hr1-4. tJ 􀁾􀁥􀁴􀁲􀁾􀁩􀀮􀀠􀀴􀁦􀀯􀁁􀀮􀁾􀀼􀀯􀀧􀁶􀀠+0-􀁾􀀮􀁥􀀭􀁴􀁲􀀠l'n kt /rl S'fv LEGEND . SUMMERFIELD SUITES HOTEL II • I 􀁌􀁉􀀩􀁾􀀠􀁾􀀠CONCRETE REMOVAL .& REVISED 3113/98 & ADDENDUM "2. 11/18/97 DEMOLITION PLAN ADDISON ROAD TO STA.51+50 ARAPAHO ROAD . "...... -",.,. 􀁾SYNTHETIC INDUSTRIES I GEOFIBERS® Fiber Reinforcement For Soils : lIZfl....... , -l1 f7 a f Vi /' Ii: ,;' I' /, f , I , I \j v '-' '... I' # Pc I{ IrY-5' , ,... " 􀀭􀁾􀀠.A 7 " rLJ V <•• ,,, I p .... ,...... .... ;.......... i f i ''''f· .... f ; ...... 􀁾􀀢! ...... i·· I ."".. ,...•... c.•..•. ,. 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" .... "'''' .. ,Ie", .."" ", ,:]., IREMOVE 18" RCP ... '.·.···.1/· ........ ..:.... " .... ,. .. ,. \, 􀁾􀁾􀀺􀀠""""" . REMOVE CONCRETE PAVEMENT BREAKOUT GROOVE LATERAL & PLUG PIPE NEAR MAIN .... ".. -' --' ...... ..-,,-,," .. 􀁾􀀠...... "' .. " .. : :' .-, -------------------------. ' 1 ' .. .. .' (') 􀁾􀀠(')c: r» --I . ;0/.. '. z/\ en: /' .. Z //\ r iI'll '-, /r,"'1 t' ;.··!';:., u \-I /C) ; "/,. §: I /ii .,) I, '" f! //Ii .... G C) ,/I I.".., c ". ... ", 􀁾􀀠I, 3! \ r.: I'J : '1" 􀁾J ),􀀮􀀬􀁾􀀺􀁾􀀠I"111 ! , /j 􀁾􀀫􀀠I \i I : '"\. r ., , I! + ....􀁾􀀠􀀱􀁣􀀧􀁾􀁾􀀻􀀻􀀺􀀧􀀺j ". '" ..... ! j .1 I II : 1'" '" '-, > ..Ie,._.////r.-....J::: BREAK OUT INLET TOP -CONSTRUCT (')GRATE INLET PER DETAILS -TOP =628.08 ;...'----.I •N ___ ..'-,.' 􀀻􀀬􀁾􀀠􀁾':'1 􀀮􀁾􀀮􀀮􀀮􀀠r t:.:j .;..:􀁾􀀭􀁩􀀠I ---·T·----,I . I·i ! . I I I . IS{..􀀭􀀺􀁾􀀠􀁾􀀭􀁬􀀠I. 􀁾􀁟􀁪􀀠􀁾􀁾􀀠j 'It o o o t.h I. aVE II y" INLET -PLUG PIPE l-__􀁾􀁟􀀭􀀶􀀲􀀹􀀠􀁾􀀮􀀸􀁣􀁦􀁳􀀻􀀠I -. 􀀭􀀭􀀭􀁲􀁾􀀬􀀺􀀭􀀺􀀺􀂷='􀀮􀀽􀀧􀀮􀀺􀀺􀀭􀀺􀀺􀁾􀀽􀀧􀀮􀀢􀀽􀀧􀀽􀀭􀁾􀀮􀀧􀁩􀁾􀀭􀀧􀀭􀀭􀀧􀀢􀀠..---";. 􀀠􀁾􀀺􀀭􀀧􀁉􀀠: 􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠,/.; \ Gutter Flow 2.1 cts'" I I, -..:;. j, • 􀀻􀀭􀀮􀁾􀀠1"", 􀀬􀂷􀁾􀀽􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀽􀀺􀀰􀁾􀁄􀁾􀀮􀀽􀀺􀀽􀀺􀀻􀀻􀀻􀀻􀁟=====-=-=--='::::'-=--='==-=::::=======:3:',=::""",:􀀺􀀺􀀺􀀽􀁾􀁾􀀽􀀺􀀺􀀺􀁾..... --" _' I ....... ...J\ -Gutter Flow 13.3cfs C0 DRAINA.GE· PLAN QIOOTOTAL = 19.6 ct... 01 ..........j.;.,,.... .;0/,.'[...:...;.,.._...:....;.,._.􀁾􀀮􀀮􀀮􀀺􀀮􀀮􀁟􀁾􀁟􀁟􀁟. ""._ .• 1":10'-0" HASE 􀁏􀁒􀁄􀁅􀁾􀀠'.tOWN OF ADDISON 059425MAIL ALL INVOICES TO: t-=-=:.:::.;:..----Accounts Payable • ORDER P.O. Box 144 • DATE 03/10/99 Addison. Texas 75001 I TAX EXEMPT NUMBER: 17513335558 03/10/99• 1 of 1 SUI!JECT TO TERMS 8< CONDITIONS CONTAINED ON BOTH SIDES REQUIREDTHE P.O. NUMBER MUST APPEAR ON ALL INVOICES, DELIVERY TICKETS. ETC. DELIVERY DATE 􀁄􀁅􀁾􀁉􀁖􀁅􀁒􀁙LOCATION: 􀁾􀁎􀁄􀁏􀁒􀀠ACE PIPE CLEANING INC (ENG) ADDISON ENGINEERING DEPT 6483 1509 SYLVANIA COURT 16801 WEST GROVE FORT WORTH, TX 76111 ADDISON, TX 75001 Attn: BRUCE JAMESON .fMENTS JB DESTINATION ER I: USER 2: 1 1 JOB LOW BID 1,250.0000 1,250.00 LIGHT CLEANING OF SEWER AT 1.25 PER ,LINEAR FOOT ESTIMATED AT 1000 FT IF NEEDED 2' 1 EA LOW BID 4,200.0000 4,200.00 TELEVISE INSPECTION OF SEWER AT .75 FOOT PER LINEAR FOOT FOR 5600 FT <* ******* **** ************ ************************************************ MEMO ACCOUNTING INFORMATION ONLY GENERAL LEDGER ACCOUNT NUMBER DISTRIBUTION 41 000 56570 84300 000 5,450. 16 4 SUB TOTAL 5,450.00 0.00 FREIGHT 0.00 TOTAL 5,450.00 , -. -no ,., l1CIfM•••no rltt Itvtl,. Ht\PROJ\17720I\llGN\17___ •• -tlO rtl notnIII*. -no 􀁴􀀮􀁾􀀠tty"I_ PRF 􀁒􀁏􀁔􀁁􀁔􀁉􀁾􀀮􀁯􀁯􀁯􀁯􀁯􀁯􀀠_'Mar 25 1I1!1o.01 ,_ "'.. -tlO 􀁴􀁴􀁬􀁾􀀮􀀧􀁉􀀧􀁍􀀠ttl 'lftl,. Fa'\HlI\MIu.ER.T8L 􀁆􀀮􀁜􀁐􀁉􀀮􀁏􀁔􀁔􀁉􀁟􀀱􀀷􀀷􀀲􀁾􀁴􀁦􀀠'0 *1'10 ffI .......ftO ref Ift'el,. _.... *. -no rtl nome-.'I'M ,fit Ity.I,. 􀀬􀀽􀁌􀁾􀁟􀁊􀁌􀀠,, , \ \ o ,,,,,,,,,,,,,, ,,,,,,, \ ,,,,,,,, " ,,, ,,,,,,, GINN, INC. CONSULTING ENGINEERS TO: Robin Jones FROM: Ginn, Inc. DATE: October 2, 1985 SUBJECT: SW Corner Addison Road/St. Louis Southwestern Railroad Drainage Problem In response to your recent request concerning the above drainage problem, we offer the following comments: 1. The l8n RCP under Addison Road south of and approximately paralleling the railroad was intended to be removed when Addison Road was constructed. The drainage on the east side of Addison Road, south of the railroad was, designed to drain to the ·Y· inlet at the northeast corner of the intersection of Addison Road and Arapaho Road. The drainage on the west side of Addison Road, south of the railroad, would continue to drain in its natural waterway. 2. Either the brickyard owners or the railroad should be contacted to address the cleaning out of the ditch in question. The City should not be required to maintain a ditch or private lands. 􀁬􀀮􀁾􀁇􀂢􀀧􀁅􀀢􀀠GF/HWG/sr 16135 Preston Road. Suite 106 • Dallas, Texas 75248 • Phone 214/386-6611 BEN PINNELL ANSWERING SERVICE ROUTE 3 BOX 135 MOBilE PHONE (214) 692-1188 DENTON, TEXAS 76201 214-384-881\ DENTON 817-497-3231 September 16, 1985 Jerry Redding, Mayor City of Addison Addison Town Hall P.O. Box 144 Addison, Texas 75001 Dear Honorable Mayor Redding: We own a piece of property on the corner of Addison Road and Arapaho Road. Originally, drainage had gone along with the railroad tracks West underneath Addison Road over by the brickyard. Evidentally, the brickyard has filled in the culvert on the West side and the water can now no longer drain westerly as it had been for years. We Were not aware of that and designed our shopping center so that the water could flow as it normally had been. We feel that it is a reasonable request to ask the City to 􀁾􀁡􀁫􀁥􀀠whatever meaSures the City has at hand to allow this water to drain West, as it has in the past. We certainly will appreciate your taking a look at this problem. A. Ben Pinnell, Jr. Trustee, Investment #3 ABP:pfc cc: Wayne Ginn Joe Jones