• TOWN OF ADDISON ..,' PAYMENT AUTHORI2ft. TIONMEMO DATE: Cla.lm#· Vendor Name Address Address Address Zip Code ,. TOTAL 􀁓􀁾􀀠ct?t? < tW CtJ, I .1:t1-C., 􀁾􀁾􀀠Authorized Signature
Finance 
MAR 07 2002 2:56PM LINDAMOOD CONSTRUCTION CO 972-438-6745 . p.2• L1NDAMOOD CONSTRUCTiON CO., iNC.. . 2020 SOUTH NURSERY ROAD !RVJ:NG, 75060 BILL TO ATTN: LUKE JALBERT TOWN OF ADD!SON
PO BOX 9010 ADDISON TX 75001-9010 P.O. NO. QUAN1TTY I DESCRIPTION lro, ... price for Nilea Property Demolition IBid 02-09 Change order to olean out warehouse and haul off traah Change
order to remove shelving and deliver to' owner DATE TERMS RATE 42,500.00 7,·500.00 1,000.00 Total : iI' . 􀀼􀀢􀁾􀁾􀁜􀁩􀁛􀀧􀀠'. ; ... ! 42,500.00 7,500.00 . "" ... , 1,000.00 $51,000.00

0'""01, Olll)llR SUMMARY "lhl.".Io. \'h;ll\g,..:."l 􀁾􀁰􀁲􀁵􀀧􀀨􀀩􀁜􀀢􀁾􀁤􀀠in prc<loys 􀁲􀁮􀁯􀁮􀁬􀁨􀁾􀀠by O\\'l1<r To,.' .!>pmv<u In'" M"n,h 'j"O'Ii\LS • NET CHANGeS by Ch.ng. O,de,
I\OO,,"ONS DEDUCTIONS .11 .;;t.n nn IL "'00. nn <:: 􀁾􀁁􀁐􀁐􀁌􀁉􀁃􀁁􀁔􀁉􀁏􀁎􀀠AND CERTIFICATE FOR PAYMENT AlA DOCUMENT G70Z (I05';U!;lIOO$ 011 <c,.."'" :;ld.) 􀀡􀁜􀁜􀀮􀁴􀀬􀁬􀀢􀁵􀀮􀁾􀁩􀀻􀀢􀁲􀀠,..mil..
.' A.. . 􀀧􀁨􀁾. ... : . ro OWNfiR:'" "I,':: ' ,,", ' '", ," ,:PROJECT:, APPLICATION NQ,. 1 01511Ib\l,IO" "" Town of! Addison' '" , " Nile Properties DelllDlitian P£IIIOO TO: '3/7/02
o OWNElI 16801 Westgrove Drive ' . I'ROJ.E.CT 1>105.. 􀁾􀀠. o ARClin'I\C1' Addison, Texas 75001-9019 . , o t:ON'l'II.\cmR !'I'OM 􀀨􀀺􀀨􀀩􀁎􀀧􀁩􀁬􀀱􀁴􀁁􀁊􀁩􀁾􀀧􀀻􀁩􀀬􀁗􀀠d' tr' i . VIA
ARCIUTECT. CONTRACT DATIl: 12/11/01 o L n a Cons net an 2020 s ..Nursery , o 􀁾􀀠Xrving, Texas 75060 <r ,:ONTIIAt:'l' 1'011. ' 􀁾􀀠, co The undctslgned ConlraClOt ccnl61!$wlIO IlIe b<:$l
oru", ConlrnclOr's ktlol1llol1&<1: 1M.,."ch CONTRACTOR'S APPl.ICATION FOR PAYMENT maUon and beU.c Ih. 'Mlnu:u"cNd by Ihl$ Applic;llllon rut P'l'IllOIll h:lS b••n eon;l'l",c"<1 t'l 􀀻􀁜􀁰􀁰􀁬􀁬􀁣􀁾􀀧�
�􀀢􀀧􀁜􀁜􀀠1$ l'Il.d. Cor PIIymcnt. "" show" below, In conneCtion wl(h Ihc Cont!llC(. In .<=rdlInce wllh II", Cun.r.CI OllCUmenl$, Ih'l all an'ounL' h.... b.cn' p.ld bl' 'h< TComint.mtiol'l
Sh.:ct. AlA Document. G70j, 1$ attached. . ContrnC(ot lot Wotk Cut \vhh.1\ prevJou.oct O:nfOC;-...l£::Ii fur '>... ynll.:m wc:n: b,.',uct,l ;nul 1).1)" 􀁾􀀠L 'ORIGINAL CONTRACT SUM ...
, ...............$ 42.500.00 menU 􀀢􀀧􀀧􀀧􀁉􀁾􀀧􀀧􀀧􀀧􀁤􀀠and \ll:tl .·u.rn,m p.YOIen, shoWI\ he «I .. is nuw ""<,r'OI1l lile 􀁏􀁗􀁾􀀢􀁃􀀢􀀠Q)', " . ". ',":';-' ',,',.' ";""';"", ';'-:"'I,',,;,··,..
􀂷􀀬􀀬􀂷􀀢􀁜􀀺􀀧􀀸􀀧􀁾􀂷􀀵􀀰􀀰􀀮􀀰􀀰􀀢􀂷􀀧􀂷􀀠CONTRACTOI\l I I ' ,.'. Net change.by,Chan!LQ Orde'll-"" ••• ,,,:...:,,.;; •• 1 ' . '0 ' .. '" "'." ,; 􀀬􀀻􀀧􀀺􀁊􀀬􀁾􀁾􀁴􀁾􀁩􀁴􀀧􀀺􀀻􀁾􀁾􀀢􀁜􀁩􀁾􀁻􀁬􀀢􀀿
􀁾􀀼􀁜􀀢􀀿􀁦􀀮􀀧􀀡􀀻􀀻􀁦􀁦􀁾􀁾􀁜􀀺􀁱􀁾􀀺􀀺􀁾􀀧􀀢􀀠􀀢􀀺􀀺􀀮􀀧􀀿􀁾􀀻􀀮􀀮􀀺􀀬􀁾􀀺􀀮􀀱􀁾􀁪􀀺􀀺􀀬􀁾􀀻􀁜􀁴􀁾􀁾􀁾􀀻􀀻􀀺􀁾􀁦􀀻􀀻􀀿􀀺􀁬􀀬􀀬􀁜􀀺􀀺􀁴􀁴􀁓􀀺􀀱􀂷􀀧􀁾􀀺􀁾􀀺􀁏􀁏􀁯1;':'00'􀀺􀁾􀀧􀀮􀀠.;:
CJ" COIURApr'SI,lM;.J]:)'OATE(I,lnc I. ::2),...... .-;;'.$ ., • '. 􀁂􀁙􀁉􀁾􀀠􀀬􀀮􀁾I)•••, -'?I""'7.....·/c.;Q!,,--_....;.,z: .;. TOTAL 􀁃􀁏􀁍􀁾􀁩􀀮􀁅􀁾􀁅􀁄􀀦􀁳􀁦􀀶􀁒􀁅􀁏􀀠TO DATE ......·i
51,000'. oq:· Slale or, Texas 􀁾􀀠(eDlum" G 01\ 􀁇􀀷􀁑􀁾􀀩􀀠, County or, Dall.as t; ;, RETAINAGE: S\lbscrlbed alld SWOIIl 10 bi:COrll ::l •. __% or Compl.,cd Work me 􀁴􀁨􀁬􀀡􀁾􀀠7th.
day' oC March, 2002􀀤􀀮􀁾􀀭􀀭􀀭􀀭􀁾􀀠(COlllnlA$ 0 + 5 on 􀁑􀀷􀀰􀁾􀀩􀀠en l>. ___'Yo' DC S.ored 1>I.",rl,l,z: ,-----Q \Colymn P on 􀁑􀀷􀀰􀁾􀀩􀀠NOlary PubHc. CJ 􀁔􀀢􀀢􀀧􀁉􀁜􀀮􀁉􀁾􀁬􀁮􀀢􀁧􀁥􀀠(l.lne;\1
+: Sb or 0.00 My Commission ClOp""'" 03-25-04 '1"..1III CullOm" 1 or (703) , " •. "•..••.• , • , • ,$,__________ Cl g ,', TOTAL EARNEO LESS RETAINAGE. , •.• ' ,', , , , • S 5] , 000.
00 ARCHITECT'S CERTIFICATE FOR PAYMENT 1: (1,ln< ,j 1<<< !.i,,< 5 'Ibull)c: En a.ccortbnce with 􀁉􀁨􀁾Contract DoCUIl\cnts. b;.md on 􀀨􀀩􀁮􀁾􀁴􀁬􀁣􀀠()h:scf";nlons and lhe 􀁾􀀻􀁭􀁬Cl
7. LESS PREVIOUS CERTIFICATES FOR rAYMENT 0.00 COIIlPrl$lng this #ppll<:Otlon, u," Atc:hl<"., cenllitJ 10 Ibe Ow,,« 11m ,um.: ha, "r til<;:; 􀀨􀁕􀁮􀁾􀀠6 frum prior CCrllflt::atc) ...
􀁾􀀮􀀠􀁾􀀮􀀠􀁾􀀧􀀡􀀢􀀠􀁾􀀠•••,.􀀢􀀧􀀺􀀺􀀧􀁓􀁾􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀀠.t.rchllel:'·s knowledge, iMo'matioll """ beU.r ,he Work h.. prOs""""'d :LS indloted. ,h" ,qualky
ol the \tOri< Is In 2Ccord:lllee ....Jlh the Coni""', Oocumenu, .nd In.: 􀁃􀁯􀁮􀀧􀀧􀀢􀁾􀁴􀁯􀁲􀀠i IS,<:l)IIIk:,dlO:"PIIYl"cnl,.,r ,h. AMOUN" CI!I\'l'''lnD, 􀀻􀀬􀀻􀀼􀁾􀀮􀀬􀀮􀀷􀁦􀀮􀀬􀀧􀀠;.:,t:'
'. -:': , AMOUNT CERTIFIED. I ••••••• to., ....... : ••• '. 􀁾􀀠••••• 􀁾􀀮􀀠s' ____􀁾___ . (Atlacb. eJl'plall"Uolr If􀁴􀁉􀁮􀀯􀁏􀁉􀁬􀀧􀀢􀁾􀀠􀀼􀁥􀁲􀁬􀁬􀀯􀁩􀁾􀁤􀀠dlff.mfrom 􀁉􀁉􀁊􀁾􀀠"""",1/1
ufJ/l1I1/dillr. 1111/10/N N Q Q N •l:"e 0: • IIF!IJI!w 'AlA OOCUMliH.T 0102 •••􀁾􀁉􀁊􀀧􀀺􀁍􀁬􀁉􀁬􀁎􀀠All!) CllIII1I'lCATt ,QK II\Y"_' lW'l Elll1lllN • A"'· • 􀁃􀁬􀁾􀁜􀁉􀀧􀁬􀀲􀀠• '11111.
􀁁􀀯􀁯􀀡􀁾IHI>",Ul1l 􀁏􀁾􀀠A!<Qlm.c!l\, I'" _ 'I'OIIK I:J: 􀀮􀁾􀀻􀁾􀁬􀀠''''.HI!', ":Iv.. 􀀢􀀢􀀧􀀢􀁉􀀢􀀧􀁾􀁉􀁜􀁬􀀧􀀢􀀠Itt:. .......WJl • WARNII«I< Unllco..1<1 pholooop:/lA/l .........
u.s.. eoJll'llQhlI..... ""d wi...b)ocl Ill......... 10 Iogol _Ib>. 13102·1992 􀀬􀁾􀀬􀀬􀁾􀁾...,.<.",.>::. i<'. :. 􀀬􀁾􀀮􀀬􀀮􀀺􀀬..,'.' _ .' . " " ',:i PlUTlON: You shoulll"•• iIn original
AlA do;um.nt which"..thlscauUolI printed In red. An orlglnsl ...ur...lhot """"s"" wl11 not bo obscUflld 6$ ma, oc;u. whe" do.um."I ......p.Odu«d 􀁾􀀠.,' . 􀁾􀀠-' . '.' 
O:oo( 􀁾􀀠A. III 􀁾􀀠t"Ul I CI) M 􀁾􀀠I N t"O) o u 􀁾􀀠APPliCATION AND CERTIFICATE FOR PAYMENT· . D E WORK COMPLETED B ITEM . DESCRIPTION OF WORK NO. 1 Building Demolition, ° ° Pavement
Relll9vat and Grading C SCHEDULED VALUE 42,500.00 FROM PREVIOUS APPLICATION (O+E) 0.00 THIS PERIOD 42,500.00 APPUCATION NUMBER: APPLICATION OATE: F , MATERIALS PRESENTLY STORED (NaTIN
DORE) 0.00 PERIODT<l: MI:CHITECrS PROJEc:r NO: G TOTAL COMPLETED AND STORED TO DATE (O+E+F) 42.500.00 0% GlC 100% 1 31712002 31712002 H I BALANCE RETAiNAGE TO FINISH (C-G) 0.00 O.O!
z: 2o... IU :::J I>: IIII z: o u o 􀁾􀀠o 1: a: Q z:... ...J 1: Q. Ul III N N o o N t"O IX 0i. a: , 1: Change Oilier for 8,500.00 0.00 8.500.00 0.00 B,5oo.oo 100% 0.00 cleaning out warehou$C
and removal of shelVIng TOTAL 51,000.00 0.00 .. '5'1,1)00.00 0.00 51,000.00 0.00 0.00 0.00 
Council Agenda Item: t/:,;;./; SUMMARY: This item is for fiml payment and acceptance ofconstruction performed byLindamood Construction Co., Inc., for the Niles Properties Demolition
Project. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted, but funds are available as part ofthe Arapaho Road, Phase llJIII project totaling $20.5 million. Cost: $51,000.00
BACKGROUND: In conjunction with the proposed construction ofPhase II ofArapaho Road, from Marsh Lane to Surveyor Blvd., it was necessary to perfurm demolition of an existing office/warehouse
structure on property that was recently acquired by the Town from Niles Properties through the eminent domain process. A contract was awarded to Lindamood Construction Co., Inc., in
the amount of $42,500.00, to demolish the building. Due to necessary on-site field changes, including removal and hauling off an excessive amount oftrash and debris from the structure,
the total project cost was increased by $8,500.00. This resulted in a fiml contract cost of $51,000.00. The contractor has submitted his Affidavit ofBills Paid, Maintenance Bond, and
Consent ofSurety Company to Final Payment. RECOMMENDATION: Staff recommends that Council authorize the fiml payment to Lindamood Construction Co., Inc., in the amount of$51,OOO, and
accept the Niles Properties Demolition. 
i MRR 07 2002 2,56PM LINDAMOOD CONSTRUCTION CO 972-438-6745 􀁌􀁾􀁁􀁍􀁏􀁏􀁄􀀠CONSTRUCTION CO.,• INC • Invoice 2020 SOUTH NURSERY ROAD IIlVJ:NG, 75060 I DATE ! 1/28/2002 INVOICE # 3308
BilL TO ATTNl LUKE JALBERT TOWN OF ADDISON PO BOX SOlO ADDISON TX 75001-9010 P.O.NO. TERMS PROJECTI I i I RATE : AMOUNT !QUANnlY DESCRIPTION Contract price for Niles Property Demolition
42,500.00 42,500.00 Bid 02-09 Change order to clean out warehouse and haul 7,500.00 7,500.00 off trash Change order to remove shelving and deliver 1,000.001,000.00 to owner , , Total
$51,000.00 I 
􀁾􀀠. . . 􀁾􀀺􀁁􀁐􀁐􀁌􀁬􀁃􀁁􀁔􀁉􀁏􀁎􀀠AND CERTIFICATE FOR PAYMENT AlA DOCUMENT 0702 (lIISlNctlon. on rem,. side) I'.-v<t.,."l' . 1',\.;1"_';: N. 1"0 OWNEIl, . PROJECT, APPLICATION NQ..
1 DI."lh"tion ,," • I) Town of Addison Nile Properties DeIIIoli tion PERIOD TO: 3/7/02 0 OWNm 􀁾􀀠16801 Westyrove Drive . I'ROJECT NOS.: : 0 ARCHITECT. "" Addison, Texas 75001-9019 0
C{)NTIIAOOU ""01.\ 􀀼􀀧􀀻􀀨􀀩􀁎􀁔􀁉􀁻􀁩􀁜􀀺􀁩􀁾􀁾􀁮􀀬􀀠. ti VIA ARCHITECT, CONTI!ACT 1)1;1"1,,12/11/01 0Lin ood Construe on 0 2020 S. Nursery 􀁾􀀠Irving, Texas 75060 V:...:ON'I'I;:.<\(;'I'
FOIt: CD􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭�
�The undcmgncd COlllr.JC1.0t c:erUU(:s UUllO the:: bc,$l ortl'le Contr::tctor"$ 􀁫􀁮􀁏􀁷􀁊􀁾􀀭􀁤􀀦􀁾􀀺􀀠jl'iitUd,CONTRACTOR'S APPLICATION FOR PAYMENT matlon and bcUcf the \\\')tk ((,)\'crcd
by thi$ AppUc:Uion (or 􀁐􀀲􀁾􀀧􀁭􀁣􀁬􀁈􀀠h:1S hl.:cn c:omplctr."d (Y') :\PpllC:Hitm is milde ftlr 􀁰􀁾􀁹􀁮􀁷􀁮􀁴􀀮􀀠:$S shown bel09l, In connection with 1he Contmct. In :accordance:
wUh lhe Conlr.Ir.!1 Oucuments. that all amOlU'\(!t hot\'!.: bccn"ptlld hy ther COl1linu;uiOI"l Sheet. ALA OOClulH::m G70.'\, Is attacht:d. , Commetor ror Work fot whh:h luc'a"lou."i
Ccrtltk'.llt's fur l';IYIllt:n\ wen.· t!i.'i\!cd and I);I!"􀁾􀀠L 'ORIGINAL CONTRACT SUM ......... _........ s 42,500.00 􀁭􀀧􀁾􀀠􀀮􀀢􀁾""'2.􀁾􀀬􀀠􀁾􀀬􀀭􀀢􀀢􀁾..,,=. 􀀢􀀬􀁾􀀻􀀬"'« ",,"'"
. CONTRACTOR.2. Nel change by Change Orders ....... ........l 0,500.00 8,. CONTRACT SUM TO OATE (l,il1c \ ± 2) •.• " •••1 51,000,00 By: 􀁾􀁾I)-Ale, 'j7/rR. z: .i. TOTAL COMPLETED & STORED
TO DATE ......I 51,000.00 S1:lte of. Teltas ::: (Col"",n G on G103) Counly of: Oa11as Sub.crlbed 2nd ''''orn 10 befo", ti 5. RETAINAGE: ::l ,'. __'I{, or Co.nple.c:d Work me Ihl.. 7th.
day" of Mareh, 2002 ,----;: (Column. D • E 011 0103) (fI b. ___I" of Su:,wl;:d M::ucrtu.l ,-----:z: o (Col"mn F On G103) No",ry PubliCI u Tolal ttt:l:tinage (Line 5;. + 51> or 0 0 ..
00 My Commission expl"''' 03-25-04 "Hnal in CuIUP'f\ 1 u( G7tB) ....•• , • 􀁾􀀮􀀠. ...•.,s ____________ Q 0 0';" TOTAL EARNED kESS RETAINAGE .• " .. ,. " ,., 51,000,00 ARCHITECT'S CERTIFICATE
FOR PAYMENT I: (Unc -1 h.·..;s Line 5 􀀧􀁬􀁢􀁬􀁾􀁴􀁉􀀩a: In accordance with thl! 􀁃􀁯􀁮􀁵􀀢􀁾􀁣􀁴􀀠Documcnl:ir b:1Sc.d on on-sll(" ()hS("f\".atIOlu and the (.bt:tQ kess PREVIOUS ceRTIFICATES
FOR PAYMENT 0 • 00 :z: .comprising this 2ppllcatiOfl, the Archltt:ct 􀁣􀁥􀁮􀁬􀁦􀁩􀁾􀀠to 'he Owm:r thal \0 ,he betn or the􀁻􀁬􀀮􀁩􀁬􀁬􀁾􀀠(1 fmm pdot CCrlifh:;,{C') ..••••. 􀀬􀀮􀁾􀀠.••
􀁾􀀠•. 􀁾􀀧'=:"=========:::::; Architect'S 􀁫􀁮􀁣􀁷􀁬􀁥􀁤􀁧􀁥􀁾􀀠informo.l1on :md beUcfthc \York 􀁨􀁾progressed 􀀺􀁾􀀠indicmcd. the -.J R CURRENT PAYMENT DUE......... .. .. ·1 5 51,000.00
qbaUty of the 'Wock bin acconbnce wIth the Contr:lcl OoclJnu:ots, and thc Comr.;l(,lUr I. cnlUl.d 10 'p"ymoRH'( the AMOUN1' ClmTlr-ml). " BALANCE TO ·FINISH. INCWDING RETAINAGE ii il.i<lc
􀁾􀀮􀀠I",,, I.ioe 6) ! , 0.00 AMOUNT CERTIFIED .••.• , ................ , ...... ,. s,____-'-__ (A/laeb. cxplanallo1f if "",Willi ofrl1jied dif/crs jl'OIlJ lin: e"1/{",,/l "I'/,I(.d
I"" II//lial 411 figures on Ibis Application lllld Oil Ibr: Cuntiuuulirm Sbf!f.'t llJal tlf'r! dwuJ,.If!c/l(t «)}f/orm to lbq omoultl terli/i<<d.J. tll ARCHITECT: By. Dale: 􀁟􀁾􀁟􀁾􀀭􀀺􀀭􀀭􀀺􀀭􀁟􀀠
This C.rtUlC2t" Is nm nc'8tltlablc, TIl" AMOLJ.Nl· 􀁃􀁭􀁃􀁬􀀧􀁬􀁦􀁬􀁬􀁾􀀩􀀢􀀬􀀠I'''pblc .mly II> Ille CIOn· melor n2med herein. 􀁉􀁳􀁳􀁵􀀮􀁮􀁣􀁾􀀠p.y,n...l and >cccptlOCC of payment
􀁾􀁉􀁃􀀧􀀠w!thuU! preJudice to 􀁾􀁮􀁹􀀠flshts ul ,he Owner Of COdtr"ClOr under tllis Contract. 􀁾􀀠(\J (\J o o (\J 􀁾􀀠􀁃􀁉􀀧􀁉􀁁􀁾􀁇􀀢􀀠Q1\Dm, SOMMARY 􀀢􀁬􀁨􀁩􀁾􀀱􀀱􀀠('"h;tllSt.::f
:.tPfU'()"'Cl\ in prc...iO\lS months by 9wncr lhl:d :'iI')flro\'Cd {hi!{ MOfUh TOTi\!.S . NET CHANGES b" Chan." Order i\DDI1'IONS DEDUC'!'IONS . o "nn nn A ",nn nn o '" '1'=11'-' AlA
DOCUMENT G702 • AWIJt!.\11UH ANO l:Ultnf'K:Att t'OR l'A,YMfNI' • tWl 1:!:omON .. All." .. C)lWl .. TUB 􀁁􀁍􀁴􀁕􀁕􀁾􀀠'N)1'Jl1r'm olt Akt:Un1t(;ts. 17.4t Nr,W 􀀢􀁏􀁉􀁴􀁾􀀠 CI!' 􀀧􀁜􀁴􀀮􀀮􀁾􀀠'\\'I:N\U
l. N:\V.• 􀁗􀁁􀁾􀁕􀁎􀁬􀀻􀀢􀁉􀁕􀁎􀀮􀀠U,C. 􀁟􀁉􀁩􀀨􀁑􀁾􀁜􀁬􀁬􀀩􀀮􀁴􀀠• WARNING.: UnliCanud photocoP'/lng vtc'tlH u.s.. 􀁣􀁯􀁾laws Il'II.'l wUl 􀁾􀁢􀁬􀁴􀁣􀀺􀁬􀀠Ul. YWttkw ID I't-' 􀁾􀁕􀁯􀁮􀀮􀀠G702·19S2
I: 􀀡􀀮􀀢􀁉􀀧􀀡􀁾􀀧􀀺..􀁾􀁕􀁔􀁉􀁏􀁎􀀺􀀠You should uso 30 orlginnl AlA doeumefl1 Which h8$ thIs: t$uUon printed In ted. An orlglnsl assures thatchnnges will nol be obscured as may OCcUr
wh(!!n docum(!!nls: nr(!! replolIucf',1 
" T A. APPI.ICATIONAND CERTIFICATE FOR PAYMENT APPLICATION NUMBER: I APPLICATION DATE: !lI7!21l02 PERIODTC; !lI712002 III T C"(j) I Q:) (') V I N C"en o (j z: o 􀁾􀀠... (j ::J 􀁾􀀠...
(Jl z: o (j o '" o z: a: z: '" .... ..J z: Q. (j) III N N o .0 N C"O 􀁾􀀠ct' 1: B C ITEM OESCRIPTION OF WORK SCHSDULEO NO. VALUE 1 Building Demolttlon. 42,500.00 Pa...menl !<etl\9varand
Grading 2 Change oro.r for 8,500.00 cleaning out warehouse: and removal of sheMng I· TOTAL 51,000.00 '--D E WORK COMPLETED FROM PREVIOUS THIS PERIOD APPUCATION (O+E) 0.00 42,500.00 0.00
8,500.00 0.00 '51,1)00.00 ARCHJTECrS PROJECT NO, F G MATERIALS TOJAL 0% PRESENTLY COMPLETED GiC STORED ANOSTORED (NOT IN TO DATE DORE) (O+E+F) 0.00 42,$00.00 100% 0.00 8,500.00 100%
. 0.00 51.000.00 H BALANce TO FINISH (e.G) 0.00 0.00 0.00 I 􀁾􀁅􀁔􀁁􀁉􀁎􀁁􀁇􀂣􀀠0.00 0.00 0.00 
DATE SUBMI1TED: March 15,2002 FOR COUNCIL MEETING: March 26, 2002 Council Agenda Item: SUMMARY: This item is for final payment and acceptance ofconstruction perfurmed by Lindamood Construction
Co., Inc., fur the Niles Properties Demolition Project. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted, but funds are available as part ofthe Arapaho Road, Phase II/III
project totaling $20.5 million. Cost: $51,000.00 BACKGROUND: In conjunction with the proposed construction ofPhase II ofArapaho Road, from Marsh Lane to Surveyor Blvd., it was necessary
to perform demolition ofan existing office/warehouse structure on property that was recently acquired by the Town from Niles Properties through the eminent domain process. A contract
was awarded to Lindamood Construction Co., Inc., in the amount of $42,500.00, to demolish the building. Due to necessary on-site field changes, including removal and hauling off an excessive
amount oftrash and debris from the structure, the total project cost was increased by $$8,500.00. This resulted in a final contract cost of$51,000.00. The contractor has submitted his
Affidavit ofBills Paid, Maintenance Bond, and Consent ofSurety Company to Final Payment. RECOMMENDATION: Staffreconunends that Council authorize the final payment to Lindamood Construction
Co., Inc., in the amount of$51,OOO, and accept the Niles Properties Demolition. J 
􀁎􀁾􀁒􀀠07 • 2002 2:55PM LINDAMOOD CONSTRUCTION CO 972-438-5745 p.2 􀁌􀁾􀁁􀁍􀁏􀁏􀁄􀀠CONSTRUCTION CO.,• 2020 SOUTH NURSERY ROAD I Rv:tNG, 75060 INC• Inv()ice ... DATE INVOICEi/' 1/28/2002
,",'.. -. .3308 '. 􀁾􀀮􀁾􀀠BilL TO ATTN: LUKE JALBERT TOWN OF ADDISON PO BOX 9010 ADDISON 'IX 75001-9010 ., P.O.NO. TERMS' PROJECT:. QUANTITY DESCRIPTION RATE. AMOUNT Cont:r:ac:t price
for Niles Property Demolition Bid 02-09 42,500.00 42,500.00 Change order to cl.ean out wa:r:ehouse and haul off trash Change order to remove shelving and deliver to' owner 7,·500.00
1,000.00 . 7,500.00 1,000.00 ,, , ! I . . . ! . i . . ! ! .. . , $51,000.00 ITotal I 
" ,'...􀁾􀀢􀀠':. 􀁾􀁁􀁐􀁐􀁌􀁉􀁃􀁁􀁮􀁏􀁎􀀠AND CERTIFICATE FOR PAYMENT AlA DOCUMBNT 0702 (In$l;u<;tlons onrev.:... $Ide) 􀁖􀁍􀁬􀁭􀁾􀀧􀁏􀁦􀀠j'oUitt." "' -'" .-.. 􀁾􀁲􀁯􀀠􀁏􀁾􀀧􀁜􀁾􀀬􀁾􀀮􀁮􀁮􀁊􀀻􀁾􀁾􀁾􀁴
􀁾􀁾􀀴􀁾􀁾􀁾􀁦􀁾􀀧􀁾􀁾􀁾􀁾􀁈􀁾􀁾􀁾􀁾􀁜􀀬􀀺􀀺􀀺􀀧􀀺􀁾􀀺􀀺􀀺􀀻􀁦􀁾􀀻􀀻􀁾􀀺􀁴􀁾􀁾􀀬􀀱􀁾􀁾􀁾􀁾􀁾􀀻􀁾􀁾􀁩􀁾􀀧􀁲􀀬􀀮􀀿􀁾􀁾􀁴􀁾􀀺􀁾􀁾􀁦􀀮􀁾􀀢􀁾􀁁􀀹􀁊􀁾􀁧􀀺􀀺􀀬􀁾􀀬􀁾􀀬􀀺􀁾􀀩􀀮􀀬􀀺􀀺􀀬􀀠i.'i::'
". ; , APPUCAT1QN 􀀢􀁾􀁑􀀮􀁬􀀠1 DlsttihUllon .-.' Town '>:of?!Addison-''' ',' ": ".""'!,,1,:'r ',','" ,.,1 ',-􀀢􀁬􀀡􀁉􀁩􀁾􀁥􀀠Properties'nemolltiqn I'ElUOD TO,' 3/7/92 OOWNIlR 16801
Westgrove Dr:ive Addison, Texas 75001-9019 mOM 􀁃􀀼􀀾􀁎􀀧􀁉􀀺􀀢􀁾􀀢􀁲􀁯􀁬􀁃􀀺􀀠. , VIII ARCHITECT: 􀁌􀁾􀁄􀀠amood Construction 2020 S. Nursery w Irving, Texas ,75060'" r-,;ONTJ;A('''l'
I'O!!: . . . . CD 􀁾CONTRACTOR'S APPI.ICATION FOR PAYMENT (1) ,\pplle>Uo" is m.do (or p'ynwnl • .s .hown below. In 􀁾􀁯􀁮􀁮􀁥􀁣􀁴􀀱􀁯􀁮􀀠with lb. Contrnc"r Continu:ltion Sh.:ct. AlA
Oocumcill (;70,i, Ls i\ttc"\Chcd.. . 􀁾􀀠I,ORIGINAl CONTRACT SUM ...... .'...........S 42,500.00 en 􀁾􀀮􀀢􀀠' ",,,,,' '.,"',',;;., .",> .., .:." :..... '. /, -: .:,,, ,;"'.,' '. ': "e,
8 􀁾􀀠500.00', . "'.. Net 􀁣􀁨􀁡􀁮􀁧􀁥􀀬􀁢􀁹􀀮􀀬􀁃􀁨􀀮􀁮􀀡􀁬􀀮􀁾􀀠􀀮􀁑􀁉􀁾􀀮􀁥􀁬􀀧􀀡􀁬􀀺􀀮􀀧􀀮􀀢􀀢􀀬•.:, ,:,',',•.•:,'.•,:.••• S ' o ' -" '. 􀀺􀂷􀁾􀀻􀀬􀀻􀂷􀁾􀀮􀀢􀀺􀀻􀁾􀁬􀀡􀀢􀁴􀀧􀀺􀀢􀀧􀁬􀁾􀁾􀁦􀂢􀁾􀀧􀀺
􀁴􀀺􀀮􀁾􀀧􀀢􀁊􀀷􀀢􀀬􀁾􀁻􀁴􀀿􀁾􀀬􀁾􀀧􀀺􀀻􀁻􀁾􀁾􀀬􀁜..􀀢􀀮􀁾􀀬􀀺􀀺􀀺􀀻􀀻􀂷􀀧􀂷􀁾􀂷􀀧􀀺􀁾􀁔􀀺􀁾􀀬􀁾􀁾􀁾􀁾􀁾􀀺􀁾􀁾􀁴􀀧􀀺􀀯􀀺􀀧􀁐􀁾􀀵􀀺􀀱􀀴􀀡􀀺􀁙􀁏􀁏􀁏􀁜􀂷􀀧􀀠00';'1.:-" ' . (.) ,', CONTRACT.SUM,TODATE(I.
incl 􀀺􀁉􀀺􀁾􀀩􀀧􀀭􀀮􀀢􀀻􀀧􀀺􀀮􀀧􀀮􀀬􀀠''f , z: ,;, TOTAL 􀁃􀁏􀁍􀁾􀁾􀁅􀀫􀁅􀁄􀀦􀀠􀁓􀁾􀁏􀁒􀁅􀁏􀀠TO DATE, •••••􀁾􀀠.51 • 000 􀁾􀀠008 (COIUIllIl G 011 G703)' ' . b 5, RETAIN AGE: :;;) ".
__'K. or Campl.lod Work 􀁾􀀠(Columns D + E 00 070') CI) z: o O. ___% pC SlOred M.",tI... (Column F On (7113) .. (.) 􀀧􀁒􀁬􀀱􀁾􀁉􀀠l\el:un.gc (l.Ine Sa'.' Sb or $_----,-----0.00 'j,,1Otl
in Cuh.tnln 1 or 07(3) •••••••• 􀁾􀀠••••••••$,__________ t:I g ;" TOTAL EARNED lESS RETAINAGE ...... ,'..... , 51, OQO. 00 I: (Unt' ·1 􀁉􀁾􀁳􀁳􀀠I.inc S 'ihull) ihull) a:t:I 􀁾􀀬􀁌􀀮􀁓􀁓􀁓􀀠PREVIOUS
CERTIFICATES FOR PAYMENT 0 00 􀁾􀀠􀀨􀁉􀀮􀀻􀁮􀁾􀀠(; ('<1m. I'ri(lr 􀁾􀀬.. m""tcl ' ••••••• " , •••••••s· " I'ROJECT NOS,: ' o IIRCliI1',;cr , ' o (:ON1"t,\Cn)1I CON1'tw::r Olin!: 12/11/01
o o The undersigned Conir.lCIO. ccrllfia tbollO lhe""'l or Ihe 􀁃􀁯􀁮􀁬􀁲􀀺􀁬􀁣􀁴􀁯􀀮􀁾􀀠􀁾􀁮􀁯􀁜􀁜􀀧􀁉􀀮􀀧􀀨􀁪􀀦􀁣􀀺􀀠h'I'''· maLian and bcUcf Ihe Work t()vcn:d by IhlSApplic>lion ror
􀁾􀀧􀁬􀀧􀁭􀀼􀀺􀁬􀁬􀁬􀀠11"" b.en <on;I,I<,"<I In ac.:c:ord3ncc: 'C'IUh lhc: Cun"....u.:' Documents. thal all 􀁏􀁉􀁭􀁵􀁵􀁮􀁴􀁾􀀠h.wl: I:n::crf pOIiu br the Contrnctor ror Work ror whh...b
lln:vlolJ.II4 Cc-nil1('1ltt::o rnr I"Jymcm WI",n: iNSUcd ami p;*r· 􀀺􀀻􀀽􀁾􀁯􀀮􀀻􀁊􀀻􀀱􀁾􀀧􀁾..􀁭􀀢􀀢􀀢􀀢􀁾..""" 􀁾􀀬􀁾􀀠BY;", 􀁾􀀠Slate or: 'l'exas 􀁃􀁯􀁾􀁮􀁴􀁹􀀠of: Da11as SlIb.cllbcd
and swotn to b<:rore me: thl!. 7th. day' or March, 2002 Notley PubllCl My CommissIOn ex!'I ..., 03-25-04 O.,e: ::il/fI!. " ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance wllh IbcConll'dCI
Dacumcnlll, b,w:don on-.;Iu: "1"c,,..II01" ond lb.....,. compNln& this .ppllcatlon. Ih. MC.hltcCI ccalfies IQ the Owner Ih •• '" 􀁉􀁾ba, or <he ..J' ,.: .. ,,-.,'.. 􀀧􀁊􀀺􀀬􀁾􀀺􀀬􀀬􀀢􀀧􀀧􀀧􀀧􀀮􀀮􀀠.
,j'" ,"J;',:",.".,., "'., ".,.. " ,," .,Arcllllc;t'sknowlcdg•• lnro.m:LIltmo.ndbo:llcflheWo.kl"",p.ogres.,ed.>u.dla••d.th.'J'" .,'􀀢􀁾􀀢􀁃􀁕􀁒􀁉􀀳􀀮􀁅􀁴􀁉􀁔􀁦􀀮􀀬􀁥􀁴􀁜􀁙􀀡􀀧􀁬􀁅􀁎􀀱􀁩􀀬􀁯􀁵􀁥􀀻􀀺􀁊�
�􀁜􀂷􀀻􀀬􀀮􀀻􀀬􀀺􀀮􀀻􀀬􀀬􀀮􀀬􀀮􀀬􀀮􀀧􀀮􀀬􀀮􀀻􀀮􀀧􀁩􀀺􀀢􀀧􀀭􀁜􀀺􀀢􀀮􀀺􀀻􀀱􀀠"."51""000"'00,,,,,,,",::"1:,: " I, ,"quall,y oC theWorll1s In :acco.......c wllh lIIe Conlr.l(t Ooe:u.m,-nu.
and l1li: Conu.Clo• . .. 􀀧􀀺􀁾􀀢􀀺􀀠􀀮􀂷􀀧􀀻􀀢􀀺􀀧􀀮􀀻􀁩􀀩􀁾􀁲􀀺􀂷􀀬􀁾􀁾􀀺􀀻􀀺􀀻􀁴􀁾􀀺􀁾􀁾􀁾􀁾􀁊􀁚􀁍􀁾􀂷􀁾􀀺􀀮􀁾􀀻􀁾􀁾􀁾􀀭􀀺􀀧􀀺􀀧􀀪􀁾􀁾􀀺􀁬􀁬􀀢􀀧􀁜􀀺􀀧􀁦􀀬􀀻􀀺􀀹􀂷􀁾􀁾􀀻􀁊􀀮􀁾􀀻􀁍􀁲􀁬􀁬􀁴􀀺􀁪􀀺􀁪􀀺
􀁽􀂷􀁦􀀮􀀱􀁾􀀻􀀧􀀢􀁾􀀬􀀬􀀺􀀬􀁝􀀬􀀬􀀠;..􀀬􀁾􀁊􀀮􀀠1>-; 􀁾􀁾􀀬􀀮􀁾􀀮􀀬􀁾􀀺􀀠􀀧􀁾􀀧􀀧􀁆􀀧􀀬􀀺􀁾􀁾􀀺􀀬􀀺􀀮􀀠"Co ,' .... "", \. .', ':" :;' l$ 􀀮􀀧􀁾􀁕􀁤􀁣􀁤􀀠to:paym..:nt.nt the AMOUNT CHRTJP'lIU,).
􀁾􀀠," ··BALANCE'TO":FINISH.' 􀁉􀁎􀁃􀁗􀁄􀁬􀁎􀁇􀀬􀁒􀁅􀁔􀁁􀁉􀁎􀁁􀁇􀁥􀁾􀀡􀀬􀁾􀁩􀁦􀁾􀁾􀀬􀀡􀀻􀁜􀁬􀀧􀁙􀁙􀀢􀀭􀀭􀀢􀀢􀁩􀀧􀁲􀀺􀀢􀀧􀁩􀀺􀁦􀀼􀀺􀀬􀀮􀀺􀀧􀀺􀀧􀀺􀀢􀀧􀀧􀀮􀀬􀀠: '::,:,;., :::C', :';, ..
'" 0.. (I.h')c .\.11.::.....'1. Jjnc 6) 􀁾􀀠s O. 00 AMOUNT CERTIFIeD." A •• 􀁾􀀠... " "" t " " " " 􀁾􀀠" 7􀀬􀀬􀁾􀀠....... 􀁾􀀠• 􀁾􀀠! 􀁾􀀠s____􀁾___ CD (.IIllacb. e¥/H(JllallcJ1f iftlnlOl<l1l
r;ertlficd differs from tlJ(! ""Wllrlt aPJltted/lIe tutliut w.. N N c o N OIANGI; Ol\I)f>11 SIIMMARY 'U,nod t;h.lllSC!t 􀀢􀁰􀀬􀀧􀁲􀀨􀁊􀁙􀀧􀀱􀀮􀀮􀁾􀀠in previou5 months by 9wncr To••1
'''I>covcu IhIs 1010"'" ' '1'O'Ii\!.li I\DOI1'IONS DEDUCl'IONS , .. 1::1\1\ nn . l:"e NET CHANGES by Ch'M. Order A""'''' n", , Q! 􀀮􀁾'AJA 􀁯􀁯􀁣􀁵􀁴􀀮􀀴􀁥􀁾􀁲􀀠mo•• Al'I'U,:.tluH All.,
t.ml'll.•Co\'l'I! l'IllII\\VMf.N'r' 11m I!DITIOH • AI"" • ClIM' TUK /doIIUII1WI1Hl>mlllll (II' ARCltn1'.l:l1<, 17,1\ 􀁈􀁾􀀧􀀢􀀠milK <t: 􀀨􀁜􀀧􀁛􀁩􀀡􀁾􀀠"""',IE, 1-1."'.....""""'n....
'>.C, .......'Im -WAlINlIICI: UnIl_ P-P'i1n9 11101.1," WI. coP'JIIg/lt _ IIIId will ..bjoc' III. lIIolllDr 10 IOV.I ""'....Ik>!. G702·19S2 􀀾􀁌􀁾􀁲􀀻􀁾􀀺􀀺􀁾􀁴􀁾􀁾􀀺􀀻􀀻􀀺􀀻􀀧􀁾􀁾􀁾􀁾􀀻􀀨􀁾􀀺􀁤􀁤􀀺􀁾
􀁾􀀨􀀺􀀱􀀮􀁾􀁬􀁾􀁾􀁲􀁪􀁾􀁩􀁴􀁜􀀯􀁾􀀬􀁫􀁜􀀻􀁩􀀨􂂬􀁩􀀺􀀻􀁴􀁾􀀺􀀭􀀻􀁾􀁜􀁾􀀻􀀬􀀼􀁾􀀺􀀻􀁾􀀧􀁾􀀧􀁾􀀺􀁩􀁾􀀺􀀩􀁴􀀺􀀻􀁾􀀠􀀺􀀱􀀻􀀧􀀻􀀬􀁾􀁦􀀿􀁾􀀱􀁾􀀻􀁪􀀬􀁾􀀬􀀠􀁾􀀧􀀺􀀻􀀺􀀻􀀬􀁾􀀼􀀬􀀮􀀺􀀮􀀺􀀠􀀻􀀬􀀻􀁾􀀮􀁾􀀺􀁾􀀺􀀠<
' '". '. . .' :',;,' .' " :,.,:'., 􀁾􀀧􀀬􀀢􀀠' ',,' 1 /1:71::: 􀀺􀁾􀀧􀀺􀁰􀁁􀁕􀁔􀁉􀁏􀁾􀀬􀀻􀀠􀁾􀁏􀁜􀁬􀀠􀀧􀁨􀁾􀁾􀁉􀀡􀁩􀁉􀁬􀀧􀁏􀀧􀀻􀁉􀁏orlglo.;1 AlA documonl'whlcnbas 􀀱􀁾􀁬􀁳<iaullon printed
In • red. An ollglnal....u ..... Ih.t cMngc. will nol b. ob...u..d .... may IXIOUt when d••um.nl..,••<p,o••c.rt 
·". T 􀁾􀀠• -':'., "-.. ' Q. APPUCATiONAND'CERTIFICATEFORPAYMENT'.',!"i::<" :'"" "' .. ' ( .: .'.'. . ;1 ,. . " -.", . APPUCl'TION NUMIlER: 1 APPliCATION DATE: 3/7121lO2 PERIOOTO; 3/712002
IS) T r(Il I (I) ('} T I N rQ) a u z: a 􀁾􀀠.... U ::l a: .... en z: o u j:;I a a l: a: j:;I z:... ..I l: Q. ID IS) N (II a a N· , B C 0 E ITEM OESCRlPTION OF WORK SCHEDULED WOIIK COMPLETED
NO. 'VALUE FROM PIlEIIlOUS THISPERlOQ APPlICAllON (O+E) 1 BulkUng: OetnotiUoll• .. , PaVement RemovaIlIJ1d 42,500.00 0.00 42,500,00 Gr.IdlfllJ 2 Change Otderfor 8,500,00 0.00 8,500.00
cleaning out w-.rehouse and removal aI.l>elvlng TOTAL 51,000.00 0.00 .. 5'1,{)OO,OO '--ARCHiTECT'S PROJECT NO: F G MATERIAlS TOTAL 0% PRESENTLY COMPlETED G/C STORED AND STORED (NOr IN
WDATE , DORE) (O+E+F) 0,00 􀀴􀁾􀀮􀁯􀁯􀁯􀀬􀀰􀀰􀀠100% I 0.00 8,500.00 100% 0.00 51.000,00 H BALAlIICE rOFINISH (e.G) 0.00 0,00 0.00 I IlETAlNAGE 0,0( 0,00 , 0.00 ,ra a::: ..... a: :I:

LINDAMOOD CONSTRUCTION CO., INC. Invoice 2020 SOUTH NURSERY ROAD IRVING, 75060 DATE INVOICE # 1/28/2002 3308 BILL TO ATTN: LUKE JALBERT TOWN OF ADDISON PO BOX 9010 ADDISON TX 75001-9010
P.O. NO. QUANTITY DESCRIPTION Contract price for Niles Property Demolition Bid 02-09 Change order to clean out warehouse and haul off trash Change order to remove shelving and deliver
to owner TERMS PROjECT RATE 42,500.00 AMOUNT 42,500.00 7,500.00 7,500.00 1,000.00 1,000.00 $51,000.00Total 
82/25/2002 18:52 9727757960 KAREN/JOHN BIRD PAGE 01 JOHN BIRD PHOTOGRAPHY "A PROFESSIONAL SERVICE FOR THE CONSTRurnON INDUSTRY" P.O. BOX 1148, MIDLOnlJAN. IX 76065 PHONE 9721775-8604
TOll FRI'E 1-800/661-8604 Fi\X 9721775-7860 82119/82 PHOTO FAX TO; LUKE JALBERT PROJECT MANAGER TOWN OF ADDISON NUMBER OF PAGES: 4, INCLUDING COVEA SHEEr YOUAASSISTANCE IN PROCESSING
THE ENCLOSED INVOICES WOULD BE APPRECIATEDI JOHN BIRD __-1-----...... MEMBfR -ASMP -AMIRICAN SOCIETY OF MEDIA PHOTOGRAPHERS SPECIALIZING IN AERLU, INDUS11UAL, puauc REUnONS & CONSTRUrnON
PROGRJ:SS PHOTOGRAPHY 
82/25/2802 18:52 97277578&8 .• JOHN BlRD PHOro3RAPHY to BOX 1148 MIlJWIHIAN, TK. 76065 Phone (972) 775-8604 BILL TO 'l\:lWn of I\d:l.ison IJ.ikE Jalbert. Project Manager . ro BoX 9010
,Addison, TX 75001-9010 i KAREN/JOHN BIRD PAGE 62 Invoice DATE INVOICIrNO. i 1:2/31/' 01 • 2722 I .SHIP TO 'l\:lWn of Addison IJ.ikE Jall:ert Project Manager PO BoX 9010 Addison, TX
75001-9010 i DESCRIPTION I I Interior Photcyraphy, .All El!:);>e:nl;es and lal':or , ".. '.. 15113&15111 Surveyor, Addison, TX TERMS Cl:l Receipt: , DATE 12119/'01 , ORDER NUMBER Verl;a!
QTY I RATE 370,00 , i I I I T talo PERIOD AMOUNT 370.00 $370.00 
02/25/2002 lB:52 9727757866 KAREN/JOHN BIRD PAGE 03 JOHN BIRD PHaro::AAPHY ro BJX 1148 MIDI..OIHIAN, 'lX. 76065 Ehone (972) 775-8604 ! BILL TO 'I't:1Nn of Addison I.uke Jalbert. Project
Manager 1'0 BOx 9010 Addison, TK 75001-9010 Invoice DATE INVOICE NO. 112131/'01 2721 : SHIPTO 'IQwn of 1Iddisan I.uke Jall:ert Project M;mager 1'0 BOx 9010 Addison, TK 75001-9010 I DESCRIPTiON
I I E>d:erior Photography, including all expenses and l<tJ:;or TEAMS en Receipt DATE 12/14/'01 I 15115,15113,15111,15109 surveyor, Addison, TK. I I ORDER NUMIU!fI Ver.tal QTY RATE 165.00
i I : Total PERIOD AMOUNT 165.00 $165.00 ! 
KAREN/JOHN BIRD PAGE 0402/25/2002 18:52 97277578&0 JOHN BIRD PHO'ICGRAPHY InvoiceEO EOX 1148 MIDl.DIHIAN, TX. 76065 INVOICE NO. I f DATEPhone (9721 775-8604 12/31/'01 2720 Bill TO 'l\:lWn
of l\ddison Luke Jalbert l':rOject Manager ro Box: 9010 ,l\ddison, TX 75001-9010 i SHIPTO 'l\:lWn of lIddison Illk.e Jalbert l':rOject Manager ro .Box: 9010 Addison, TX 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠.
15115 &15109 surveyor, Addison, .TX I $370.00 I , DE:SCRIPTION I DATE, I f Interior l.'hotograpby/A11 expenses and lal::or TERMS On Receipt 121111 '01 , ! I dRDER NUMBER : VermJ. QTV
RATe PERIOD I . , 370.00 I Total AMOUNT 370.00 I I 
03-14-0Z 11:13am From-STATEWIPE SURETY ZI4-74N933 T-STe P.OI!OZ F-T48 STATEWIDE SURETY -1825 MARKET CENTER BLVD., STE. 385, DALLAS, TX 75201 FAX STEVE CHUTCHIAN TOWN OF ADDISON FAX:
972-450-2837 RE: LINDAMOOD CONST. CO .. INC./BOND NO. 118920 March 14, 2002 GWENN HALL NUMBER OF PAGES INCLUDING COVER ...----2···· MESSAGE: PLEASE COMPLETE TIlE fOLLOWING STATUS INQUIRY
AND RETtJRN (FAX .214·746·2933) TO S1 A'tEWIDE A't YOUR EARLIEST CONVENIENCE. YOUR PROMPT RESPONSE IS APPRECIATED. THANK YOU. PHONE (214) 746-2901-----FAX (214) 746-2933 
OS-1HZ 11:13•• From-STATEWIDE SURETY 214-74&-2931 T-STe P.02/0! F-T48 EVERGREEN NATIONAL INDEMNITY COMPANY OWNER: TOWN OF ADDISON 535D BELTUNE ROAD ADDISON, TX 75240 STATUS INQUIRY DATE:
03/14/2002 ATTN: FAX: STEVE CHUTCHIAN 972-450-2837 BONO NO: 118920 CONTRACTOR; LINDAMOOD CONSTRUCTION 􀁃􀁏􀁍􀁾􀁁􀁎􀁙􀀮􀀠INC. ADDRESS: 2020 S. NURSERY RQAD.IRVING T)( 15011D OESCRIPTION
OF CONTRACT: NILES "'Bi:!I'ERTIES PEMOLITION. BUILDING DEMOLITION. PAVEMENT REMOYAL, GRADING AND RESTORATION SINC.RELY. 􀁾􀀺􀀭􀁾􀁾􀀢􀀬􀀬􀀻􀁵􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�GWENN J. HALL 2. IF CONTIIA.Cr UNCOMPLETED. PLEA.SE STATE: 3. DO YOU KNOW OF ANY UNPAID BILLS FOR LABOR OR MATERIA.L8? 4. REMARKS:._____________________ ,.LEist RiffDRR fAE UiOOiLC
0;;; THla INQUIAV TO; GWENN J. HALL STATeWIDE SUREty 1825 MARKET CENTER BLVD.1I38S DALLAS, TX 15021 FAX 2141146.2933 YES________NO______ IT 15 UNOERsrooo nI.6.T TIiE INfORMATION eOHTAINSP
HfRBW IS f'UFtNI$HEO AS AMATTER OP COURTESY FOR T/ii CONFiOiml,l.\. USE Oft THIi SUReTY AJiO IS MeAELV AN EXPRESSION: OF OPINION. IriS ALSO AGREEI) Tli4T IN r:URHI:iI1'NO Ti41$ tNFOAMAliCH.
NO GUARANr( OR WARRANTY OF ACCURACY oR CORAE¢YNE$$I$ MADE ANb NO RfSPOtl$IDILIYY IS AssuMeD AS A. RG$UL.T OF RELIANCE! IV 1'Hi SUReTY, WHETHER SUCH IWFORMAnOH IS FURNlSHSD av lHE OWNER
Oft fNyfMEFf! AS THE] AqC'&p,: THE owm OWNER: _______________________________ BY' TITLE: DATE; THE I.AHGUACO£ 01 'tt41 PORN 1. ACCIi:''I'At!.. T01'ME SURETY A5,sOCIATJIJPllQl" AWU!c:A.

MAR 14 2002 11:54AM LINDAMOOD CONSTRUCTION CO 972-438 6745 p. 1 􀀲􀀰􀀲􀁾􀁓􀁏􀁕􀁔􀁈􀀠NURSERY LINDAMOOD IRVING, TEXAS 75060 972.721-0098 FAX 1172-438-6745 CONSTRUCTION To: Steve Chulchian
From: Vilglnia 97245Q.2837 Pagos, 3 (INCLUDING COVER) ______________________􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀁶􀁾􀁾__________________Ph_ -Date. 311'-RAt, 
MAR 14 2002 11:54AM LINDAMOOD CONSTRUCTION CO 972-438-S745 p.2 SECTIONBP CONTRACTOR'S AFFIDAvrr OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS . .. Kayla L'indamood Personally. before
me the undersIgned authonty, on this day appeared who, being duly sworn, on oath, says that he is a !egal representative of Lindamood Construction Co. Inc (fuU name ofContractor as in
contract) and that the contract for the construction ofthe projeet, designated as 02-09 (project No.) , Niles Property Demolition has been satisfactorily completed and that all bills
for materials, apparatus. fixtures. machinery and labor Used ,in connection with the construction of this projeGt have, to the best of my knowledge and beliet: been fully paid. Title
Sworn to and subscribed before me this 1 4 tjay of March. 2002 .-, ",0::"l;::;l"'a::,:s'---,..,--....:County. Texas BP-2 
p.3 MAR 14 2002 11:54AM LINDAMOOD CONSTRUCTiON CO 972-438-6745 Instructions: If the contractor is an individual. b.e shall sign the affidavit. If the contractor is a partnership, . any
partner may sign the affidavit. If the contractor is a corporation, a person authorized by the by-laws or by the Board ofDirectors shall sign the affidavit. Ifthe Contractor is ajoint-venture
ofirulividuals. any ofthe individuals may sign the affidavit. If the Contractor is ajoint-.venture ofpartnerships. or ofindividuals and partnerships. the affidavit may be signed by the
individual cNny partner of any partnership. If the contractor is a joint-venture in wroch a corporationis a party. separate affidavit!; must be ex:ecuted in the name of the joint-venture: one by each corporation and one by each individual or partnership. Signatures for corporations should
be by a duly authorized officer. If signature is by aOOtber. a showing of ButhOrity to sign must accompany the affidavit. BP-3 
'-," ' j':' . :;j , STEVEN Z. CHUTCIllAN, P.E. t.:" (/tit!.':, Assistant City Engineer ,,', (m) 450-2886,.i , < (972)450-2837 FAX (214) 673-2518 Mobile scbulcbian@ci.addison.tx.us E-mail
Town ofAddison 16801 Westgrove Dr. P.O. BOJ<9010, Addison, Te""s 75001-9010 ,' ;2.(z.o/&( To"..., " .. j • ',,> I"t-If? If: F<r£ fA.,/I-.e 1) /"1/fJ't> bv-e po c-k.>Se ])/a-.e " " '
Co tVTJ8+C T"',e' f; B t PA C-,;I;:,y ,pF 71k "';"'-;,"':"' 􀁾􀀮􀀮􀀮􀀮􀀭􀀺􀀬􀁲􀂷􀀠􀁦􀀧􀁾􀁶􀀿􀀶􀀯􀁲􀁌􀀠Ft2'< 􀁦􀀧􀁥􀁾􀁾􀁲....( 7l-fe: CoIVTE"'''''75 '" ' B"I/..-j) {M'f tJF Tl!e /Vft..e
􀁉􀀧􀁾/;'77 fT 77> A L,f /I..-ttlFfU, •{ HA-vL-1 tv ; " //1/f? E-c t!V,4ltv'!1 71k-k:{'qV£ reprU£' 73 r;;z.tr;. /'t-/::-oS ,/15 ftf'/£. ect9-TE"':P. ;:,' F{/rv-Pj 􀀮􀁾􀀺􀀠􀁾􀀬􀀢􀀠".'
􀀺􀁾􀀠􀁾􀁾􀀠"',f,: i. 􀀬􀁾􀀠., .' , ,,' ',." .:' ..􀀢􀁾􀀢􀀠
PUBLIC WORKS DEPARTMENT (972) 450-2871 16801 Westgrove December 28, 2001 Mr. Bobby Lindamood Lindamood Demolition and Excavating 2020 S. Nursery Irving, Texas 75060 Re: NOTICE TO PROCEED
Niles Property Demolition Bid 02-09 Dear Mr. Lindamood: Receipt ofthis document shall serve as your Notice to Proceed for the above referenced project, effective January 3,2002. According
to the terms and conditions ofthe contract, the proposed improvements shall be completed within seventy five (75) calendar days from the start ofconstruction, with the original contract
price of$42,5000. Please include the Project name and Bid No. 02-09 on all monthly invoices or other correspondence to the Town of Addison. Should you have any questions, please contact
my office at 972-450-2860. Sincerely, Luke Jalbert, Project Manager Cc: Steven Z. Chutchian, Assistant City Engineer Chris Terry, Assistant City Manager Mike Murphy, Director ofPublic
Works Jim Pierce, Assistant Director ofPublic Works Bryan Langley, Assistant Director ofFina
nce p.2 DEC 19 2001 2:34PM LINDAMOOD CONSTRUCTION CO 972-438-8745 .' , . LINDAMOOD CONSTRUCTION CO. INC. 2020 SOUTH NUksERY, mVING, TX 75060 PH: 972-721.0898 FAX: 972.438.6745 PROPOSAL
DATE: December 19, 2001 COMPANY: Town ofAddison 16801 Westgrove Drive Addison, Texas 75001·9010 'JOB NAME: Nile Properties Demolition SUBMITTED TO: Luke .Jalbert 972-450·2860 fax: 972-450·2837
WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR; Clean out warehouse OUR PRICING INCLUDES THE FOLLOWING: 1. Oem out warel!ou,e 2. Haul off all trash to Ii legailand6U WEPROPOBEHEREBYTOFlIBNl8lIMA1E
RIALANDLABOR-COMPLIlTEINACCORDANCEWITI!ABOVll SPEClPICATIONS POR THE SUM OF, $ Seven thousand live hundred dollars and nO/l00.-..·-···-$7,500.oo 􀁭􀀮􀁾􀁾􀀶􀁾􀀺􀀻􀀰􀁲􀀺􀁮􀁾􀁉􀁾􀁾􀁾􀁧􀁾􀁾􀁭􀁬􀁊􀁋􀁕􀀺􀁾
􀁾􀁾􀁾􀀡􀀱􀀧􀀺􀁇􀁾􀁾􀁲􀀽􀁾􀁐􀁒􀁁􀁣􀁲􀁬􀁣􀁅􀁳􀀠ANY ALTERATIONS OR DEVlATlOr-."N FROM SPECJFrATIONS JNVOLV)lI'O EXTRA COSTS WILL BI! :EXECUTED ONLY UPON WRlT1'Bl\ ORDERS. AND WILL BECOME
ANEXTJ\A CHAROI! OVRR ANDABOVE UTIMATI!. ALL AOREl!MENTS CONTlNGIlNTUPON STRIKES. ACCIDIlNTS Oil DELAYS BEYONDOUIl CON'TllOL, OWNERS TO CAIlIlY FIRE, TORNADO ANDOTIlER NECJ!SS YIN OUR
Wo:RXIlRS ARE FULLY COVERED BY WORKMANSCOMl'ENSATIONINSUl<ANC , I I " A!1lliOlUZEDSIClNA 􀁾􀁾􀀠NOTh THIS PROPOSAL MAY BE WITHDRA ACCEPTENCE OF PROPOSAL -TIll! ABOVE PRICES, SPECIFICATIONS
AND CONDITIONS ARE SATiSFACTORY AND ARl!HEREBY ACCEPTED, YOUARE TO DO TII£ WOl'tKAI'l sPECIFlBD. PAYMENTWllL BE AS OUI'LINED ABOVE, s 
DEC 19 2001 2,34PM LINDAMOOD CONSTRUCTION CO 972-439-G745 1".2 , ' LINDAMOOD CONSTRUCTION CO. INC. 2010 SOUTH NUkSERY, IRVING, TX 75060 DATE: COMPANY: JOB NAME: SUBMrITED TO: PH: 972-721-0898
FAX: 972-438.6745 PROPOSAL Deumber 19, 1001 Town of Addison 16801 Westgrove Drive Addison, Texas 75001·9010 Nile Properties Demolition Luke Jalbert 97l-450·11l60 fax: 972-450-1837 WE
HEREBY SUBMIT SPBClFrCA110NS AND ESTIMATES FOR: Clean out warehouse OUR PRICING INCLUDES THE FOLLOWING: 1. Clean out warebouse 1. HI1u1 off all trasb 10 a legallandfil 􀁗􀁅􀁐􀁬􀀡􀁏􀁐􀁏􀁓􀁅􀁉􀁬􀁅􀁒􀁅�
�􀁬􀁙􀁔􀁏􀁐􀁴􀁬􀁒􀁎􀁌􀁓􀁈􀁍􀁁􀁔􀁉􀁬􀁒􀁬􀁁􀁌􀁁􀁎􀁄􀁌􀁁􀁂􀁏􀁒􀀭􀁃􀁏􀁍􀁐􀁾􀁉􀁎􀁁􀁃􀁃􀁏􀁒􀁄􀁁􀁎􀁃􀁅􀁗􀁬􀁔􀁬􀀡􀁁􀁂􀁏􀁖􀁅􀀠SPEClJ'ICATlONS FOR TIlE SUM Oi': $ Seven thousand five hundred dollars
and noI100-------$7,500,00 PAYMENT TO BE MAnBAS FOllOWS: DUE UPON COMPLETION OF PROJECT Au.WORK TO BE COMI.'lIlTED IN A WOltKMAN wm MANNED. ACCORDlNG TO 8TANDARll PRACTICES. ANY ALTERATIONS
OR DEVlATIOr-"N FROM 8PECIP[ATIONS INVOLVlN"O =AcasTS WILL BE l!XECtJTI!l) ONLY DELAYS BEYOND OUR CONTROL, OWNERS TO􀁾􀁏􀁾􀁎􀀢􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁬􀁦􀁳􀁾􀁾􀁁􀁎􀁾􀁾􀁅􀁘􀁔􀁅􀁒􀁁􀀮􀁾􀁃􀁾􀁈􀁁􀁁􀁾OEOVER
ANDABOVEESTIMATIl, ALL AU!! AAUULLYCOVEREDBY ACCl!PTB!/CE Oi' 1'1l.0i'0SAL -TIlE ABOVE PRICES, Sl'IlCIFJCATIONS AND CONDlT!ONS AIl.Il. SATISFACTORY AND AI!E lIllREBY ACCEP1'BD. YOU AIlE
TO 00THE WOl!KAS SPECIFIED. PAYMENTWltLBE All OIJTLlNl!D ABOVE: 􀁲WOlUChdANS 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _11_ day of _December__, 2001--, by and between the Town of Addison, of the
County of Dallas and State of Texas, acting through its Mayor, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and __Lindamood Construction
Co, Inc, __, of the City of Irving , County of Dallas , State of ====Texas Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment
and agreement hereinsfter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements
as follows: Nile Properties Demolition and all extra work in counection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper
cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said
construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders, General
Provisions, Special Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the
OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of
which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days after the date
of written notice to do so shall have been given to him, and to substantially compete the work within 50 days after he commences work, and to complete all work within 75 days after the
date of written notice, subject to such extensions of time as are provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR $_42,500,00 in current funds for the performance
of the Contract in accordance with the Proposal submitted CA-2 
I DAre: (MM/DOIYY)ACORD,. CERTIFICATE OF LIABILITY INSURANCE ! 1?/17/1l1 􀁾..,. t'J!:>'. '.!!!_lIili'!."D 􀁾􀁾􀀠A 􀁍􀁁􀀡􀀡􀀮􀁾􀁒􀀠􀀨􀀻􀀩􀁦􀀧􀁟􀁉􀁎􀁾􀀢􀁾􀀬􀀡􀀡􀁾􀁔􀀡􀁏􀁾􀁟ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATEPCT AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR A.LTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.119 5. WATSON RD. STE. 403 ARLINGTON,TX.
76010 INSURERS AFFORDING COVERAGE Rli-!;CI ..􀀭􀁮􀁮􀁒􀁾􀀠IHSUIWlA: INSURANCE CO..-LINDAMOOD CONSTRt1CTI.QN CO. INC. IllSURliR8: 􀁔􀁉􀁊􀁾􀀢􀁮􀁈􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀠IV p.o.aqx 157007 I BOaay
LINDAMOOD-OWNER I_C: IlIJ.DERWRIURS Irving', TX 75015 •,.-.....: CENTURY SURETY INS!JRIlNCE CQ,..I ,Q"1?_7?1_IlAQA 1_., 􀀡􀀱􀀢􀀧􀁾􀀢􀀢􀀠" TT"',," 'M',.." COVERAGES I ACOIW ...... I1I'JTI
lSee 􀁾􀁾􀁾􀁛􀁩􀀧􀁾􀁾􀀠􀁈􀁾􀀧􀀺􀀢􀁾􀁾􀂷􀀿􀀡􀀠," WI-UTS 􀁩􀁧􀀧􀁾􀁾􀁾􀀤􀁩􀁾ssu I 􀁾􀁾􀁎􀁓􀁕􀁒􀁅􀁄􀀮􀀠􀁔􀁾􀁌􀀻􀁩􀁾􀁾􀀠,􀁾􀀠􀁾􀀮􀀠􀀬􀁾􀁣􀁾􀀠'::VpAfD:';':5􀁍􀁪􀁩􀁩􀁃􀁲􀁔􀁏􀀯􀀮􀁕􀀮􀁃􀁾􀁏􀁬􀁅􀁒􀁍􀁓􀀬􀀻􀀶􀁾�
�􀁳􀁾􀁯􀀻􀀮􀁾􀁾􀁯􀀧􀁃􀁾􀀶􀀧􀁾􀁉􀁾􀁾􀁾􀁓􀁾􀀦􀀧􀀺􀀮􀀠.i:i'ii 􀁬􀀧􀁏􀁬􀀮􀁈􀀺􀁙􀁟􀁄􀁥􀁥􀁾􀀠􀁾􀁾􀀠... UHIT3 tin, ,S1 . nnn no"r.,.,., .R. "" , 􀁓􀁾􀁮􀀮􀁬􀁬􀁮􀁮􀀠A-:......J UlJoe",", ueo""o
S.,\ .Illln CCP202271 06/13/00 08/13/02 ' ,NJiiRY '] 000 nnn-IGENERAl IS2. nnn .000 I "',>:v 􀁾n'::C'" 10, non .nnn i r-.....,ITY CO"SIHEO $INGt.,E 1.1I0Il11 sl,OOO,OOOIAHT AI11'O 􀀨􀁾􀀻􀁋􀀺􀁤􀁤􀀮􀁦�
�􀀴􀀮􀀠􀁾IW. QI'oI<I!D 'lIm' SOOIt.Y IHJURY •fA ICHPJUUiP A.VTO$ tPerpuno'll a HII!.!!OAUTOS AHZ571160? 06/05/00 06/05/02 80DILyiNJURY=􀀡􀀼􀁏􀁾􀁁􀁶􀁲􀁏􀁓􀀠(Pn-i'tcidO'llJ • -PA.OPEf(TY
DAMAGE •i 4".900'(l1II1'Il1 ' .R-..,.a ..""" i • AGG I. 􀁾􀀢􀀧􀁉􀁊􀁁􀁉􀁉􀁉􀁕􀁔􀁙􀀠lEACH' 1'1 000.000:xJ o=JlI 0 CLA"'S ....,. ," flOO.()On =1:= CCP202276 08/13/00 08/13/02 , A •• S WOMIRS
COfIII"f;I$Al'lON AND xl :I IV'.I I f,MPI.O'RftS"UABIUlY SPD59569-5 08/13/00 08/13/02 1'<;ol1.llnn E i , i􀀮􀁾􀀨􀁬􀁏􀀮􀀠000 􀀧􀁾􀁮􀁮􀀠onn",... i EQUIP/FLOATER CLU06174 I1cH "1I!&t;1;2
, 􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀁧􀀠􀁾􀁾􀁾􀁾􀁧􀀻􀀠􀁾􀁁􀀺􀀲􀁾􀁯􀀵􀁾􀁧􀀠1.000PHyS. n. ..., : ..c'u, I ' INSURED, I ,110N SHOULD_ OF THE AllaY! WCRJaeo 'QUe'....CANCEJ.UD 􀀮􀁾􀁕􀁋􀀮􀀠􀀠,., 􀁾....,." TOWN
OF ADDISON DAft 'I'HtJIIl3I!OII. tM1! L!!tnNG INAUfiWl 􀁾􀁌􀁌􀀠lHO!AVOft TO MAlL .3..0..-. OAn WRn'T!N P.O. BOX 9010 'U:mCElOT'HECiH1lFICAll!HOI.OU NAM£'Q TO THEL£FT. BtJTfAlLUIQ. TO
DOSO SHALL ADOISON,TX. 75001 IMPCIE: NO OBUOATICH OR tJAIlILITY 0' AHY KINO UPON 'mE 11W5l1JilER. JTS 􀁾􀁥􀁎􀁔􀁓OR IlURbEH'TAnYU. 􀁾􀁾􀁾􀀠
DEC 19 2001 4:59PM LINDAMOOD CONSTRUCTION CO 972-439-6745 p.2 ,, 􀁾􀀠􀁾􀀮􀀠0, 􀁾􀀠􀀬􀀢􀁾􀁩􀀠,. ,.X; 􀁾􀀠􀁾􀀠, 'f.'. 􀀩􀁾􀀠, iG•, . ""l ",tin , ,I 􀁾􀀠., o[;',{ 􀀱􀀴􀀭􀁾􀀠TEXAS DEPARTMENT
OF HEALTH DEMOLITION I RENOVATION MiLe D &v NOTIFICATION FORM 12-􀀨􀀲􀀮􀀭􀁾( NOTE: CIRCLE ITEMS THAT ARE AMENDED NOTIFICATIONtI ' ____􀀮􀀺􀀭􀀭􀀻􀁾􀁾􀀢􀀧􀁟􀀼􀁟􀀠1) Abatement Contractor:-.r!Nfu:.A'-___
...",,,-...,..,,..,-__ TDH Ucense Number: NlA Address: NlA Cily: NIA State: NlA Z::-ip-:􀁬􀁎􀁩􀁚􀁉􀁁􀁦􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀠Office Phone Number: ( l NIA Job Site Phone 􀁎􀁵􀁭􀁢􀁥􀁲􀀺􀁾􀀨􀀺􀀭􀀧􀀺􀁎�
�􀀢􀀧􀀯􀁁􀁃􀀡􀀮􀀮􀀮􀀮􀀮􀀮􀁊􀀮􀀩􀀭􀀮􀀮􀀮􀀮􀀮􀀬􀀽􀀭􀀭􀀭􀀭Sile Supervisor: NlA TDH Ucense Number: IIIIA Site Supervisor: NIA TDH license Number: __􀁾􀁎􀀡􀁕􀀯􀁁􀀺􀁬􀀮____ Trained On-$ite
NESHAP Individual: NtA TDH Ucense Number: NIA DemollUon Constractor: Address: 2020 South Nursery Lindamood Construction Office Ph(lOe Number: (9721721-01198 Cily: IRVING Slate: 􀁾Zip:
'-.75"'0"'6"'0'-___ 2) Project Consultant or Operator: !:lIA Mailing Address: NlACity: 􀁾􀁓􀁴􀁡􀁴􀁥􀀺􀀠NIA TDH License Number NlA Zip: NlA Office 􀁐􀁨􀁯􀁮􀀭􀁥􀁾􀁎􀁾􀁵􀀧􀁬􀀮􀁭􀀭􀀺􀀭􀁢􀁥􀀭􀁲􀀭􀀺􀁎􀀧􀀢�
�􀀯􀀺􀀭􀀽􀁁􀀭􀀭􀀭3) Facility Owner: Town of Addison Atlention: Luke Jalben Mailing Address: P.O. Box 9010 City Addison State:...IlL Zip: 75001-9010 Owner Phone Number: __􀀮􀁊􀀮􀀹􀀷􀁄􀀲􀁜􀀬􀀻􀀺􀀺􀀴􀁾�
�􀁾􀁾􀁏􀁢􀀭􀀲􀀼􀀬􀀡􀀸􀀡􀀡􀀱􀀶􀀡􀁬􀁬􀁑___ 4) Description or Facility 􀁎􀁡􀁭􀁥􀀺􀁾􀀮􀀮􀀬􀀬􀀰􀀬􀀡􀀺􀁦􀁦􀁩􀁾􀁣􀀧􀀡􀁊􀀹􀁦􀀺􀀺􀁦􀁾􀁗􀁾􀁡􀀡􀁽􀁲􀁥􀁾􀁨􀀡􀁬􀁩􀀰􀁾􀁵􀁳􀀡􀀾􀀡􀁥􀁌____-;;;:=-:-_-=--::-______
PhYSical Address: 151!)9 15111. 15113, 15115 Surveyor County:._...!<Da!;!jI!!!lams______ City: Addison Zip:_ TX Facility Phone Number: __􀀭􀀡􀁉􀁎􀀡􀀡􀀡􀁦􀁁􀁾_________ Facitity Contact
􀁐􀁥􀁲􀁳􀁯􀁮􀀺􀀮􀁾􀀽􀁾􀁬􀀬􀀩􀀡􀁵􀁲􀁵􀁫􀁥􀀡􀁌􀁊􀀡􀀡􀁬􀁡􀀧􀁜􀀡􀁬􀁢􀁥􀁾􀁲􀁴􀁌􀀺􀀽􀁟􀀺􀀺􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Description of AreaIRoom Number: __􀀮􀀭􀀭􀀡􀁅􀀢􀀬􀁮􀀱􀀡􀁴􀁬􀀡􀁕􀁲􀁥􀁌􀁢􀀡􀁩􀀮􀀡􀁕􀁾
􀁩􀀮􀁬􀀢􀀬􀁤􀁬􀁬􀀡􀀡􀁮􀀧􀁹􀀧􀁱􀀮􀀮􀀬􀀮􀀬􀀮􀀮____--:c:c:-_________ Prior Use: Office I Warehouse Future Use:,-c-_=,--"Nu;IA'--________ Age of 􀁂􀁵􀁩􀁬􀁤􀁩􀁮􀁧􀁉􀁆􀁡􀁣􀁩􀁬􀁬􀁬􀁹􀀺􀁾􀁓􀁩􀁺􀁥􀀺􀁾􀁪􀀺􀁊􀀮
􀁏􀁏􀁏􀀠sq, ft, Number of Floors: __il_______ School (K -12): 0 YES Il!I NO 5) Type of Work: @Demolition 0 Renovation (Abatement) 0 Annual Consolidated Work will be duong: I!ll Day 0
Evening 0 Night 0 Phased Project Description of work schedule:_7L:c!!OOl!...!!a'.!lm.h.􀀮􀀡􀀡􀁴􀁯􀁌􀀷􀁌􀀺􀀡􀀱􀀧􀁏􀁏􀁾􀁰􀀧􀀮􀀡􀁬􀁭􀁌􀀭________________ 6) Is this a Public Building? 􀁾􀁅􀁓0
NO Federal facility? 0 YES 􀁾􀀠NO Industrial Site? 0 YES 􀁾􀁏􀀠NESHAP-Only Facility? 0 YES 􀁾NO Is Building/Facility Occupied? 0 YES 􀁾NO 7) Notification Type CHECK ONLY ONE o Original
(10 Working Days) 0 Cancellation X Amendment 0 Emergency/Ordered If this is an amendment, which amendment number is this? NlA (Enclose copy of 􀁯􀁲􀁬􀁧􀁩􀁮􀁂􀁾􀀠If an emeJgency, who
did you talk with at TDH? NIA EmellJencyi/'_..l:N!!JIAO-______ Date and Hour of EmBJgency (HHIMMIDDNY): __....!IN!!!IAL-.,..,..._.,......___-..,__.-,,_-..,,,,,-_ Description of the sudden,
un8l(pec(ed event and explanation of how the event caused unsafe conditions or wouid cause equipment damage (computers, machinery, etc.):;___...!Nll'!!!l:lAi--________ 8} Description
of procedures to be followed In the event that unexpected asbestos Is found or previously non-friable asbestos material becomes crumbled, pulvenzed, or reduced \0 powder: Work will be
stooped, area securred and proper authorities notified 9) Was an Asbestos survey performed? 􀁾YESDNODate': 1111410lTDH Inspector Ucense No: 10-5055 10) Analytical Method: [l9 PLM 0 TEM
0 Assumed TDH Laboratory License No.;·_􀀮􀀮􀀮􀀻􀀳􀀡􀁬􀀱􀀰􀁾􀀮􀁏􀁏􀀽􀁡􀀴􀀺􀁴􀀮􀀮􀀮􀀮􀁾􀀮􀀬􀀭􀁟􀀠(For TAHPA (public building) projects: an assumption must be made by a TDH Licensed Inspecto"
11) De.cripHon of planned demolition or renovalion work, type 01 material, and methodes) to be used: Wei Demolition procedu!'ll 10 used 
p.3LINDAMOOD CONSTRUCTION CO 972-43B-S745DEC 19 2001 4:59PM 12) Descripllon of work practices and engineering controls to be used to prevent emissions of asbestos at Ihe demolltion/renovatlon
site: Keep debris wei during demolifion. loadin" and hauling Approximale amount of Check unit of measurement Asbestos-Containing Building Malerlal Type Pipes Surface Area removed non-friable
removed 158 Exterior RACM 13) Waste Transporter Name: Lindamood Construction Co" Inc. TDH License Number: __----"N"'/A"---___ Address: 2020 South Nursery City: Irving Slate: IX Zip:
_...!7,i!506!!!!!.0L._______ Contact Pelson: Kayle Lindamood Phone Number; Le(9..,72)""'7,,2"'1""..0"'8"'98"---____________ 14) Wasle Disposal site 􀁎􀁡􀁭􀁥􀀻􀀭􀀭􀀺􀁾􀁌􀁥􀀢􀀧􀁗􀁉􀀼􀀡􀀡􀂷􀁬􀀡􀁬􀁳􀁶􀀧�
�􀀧􀁉􀁉􀀢􀀢􀁬􀁥􀀧􀀭􀀧􀁃􀁾􀀦􀀺􀀺􀀡􀀧􀁄􀀢􀀭􀁌􀀢􀀧􀁡􀀢􀀢􀁮􀀢􀀧􀁤􀀢􀀢􀁦􀁩􀁬􀀡􀀡􀀮􀀱---:;::-7__-:::-:--::::---==--------Address: 601 E. College City: Lewisville Stete; TX Zip:_...!.7:.;;5!!!0£.57L-_______
_ Telephone: (972)4364217 TNRCC Permit 􀁎􀁵􀁭􀁢􀁥􀁲􀀻􀁟􀁾􀀱􀀷􀁾􀀴􀁴􀀡􀀡􀀹􀀡􀀺􀁬􀁁􀁾_______________ 15) For structurally unsound facilities, attach a copy of demolition order and Identify
Govemmental Official below: Name: N/A Registration NO:_....L:!N!!/:/Al......______________ Title: N/A Date 01 order (MMlDDIYY) N I A I Date order to begin (MM/DDIYY) 􀀭􀀮􀀡􀁉􀁎􀀡􀀬􀀬􀀨􀁉􀀮􀀮􀀡􀀮􀁁􀁾�
�______ 16) Scheduled Dates of Asbestos Abatement (MMIODIYY) Starl: N I AI Complete: N I A I 17) 􀁓􀁣􀁨􀁥􀁤􀁾􀁬􀁥􀁤􀀠Dafes 􀁄􀁥􀁭􀁯􀁬􀁩􀁾􀁯􀁮􀁬􀁒􀁥􀁮􀁯􀁶􀁡􀁴􀁩􀁯􀁮􀀠(MMIODIYY) Start:
117102 Complete:----'21,,7ul,,02"--__________ .. Nole: "Ihe slart date on this notification <:an not be met, the TOH Regional or local Progl'llll1 office IIfiIstbe contac:ted by phone
prior to the start date. Failure to do so is a Violation in accordance to TAHPA, Section 295.61••• I hereby certify that all Information I have provided is correC'!, complete, and true
to the best of my knowledge. I acknowledge that I am responsible for ell aspects of Ihe notlfication form, including, but nollimitlng, content end submission dates. The maximum penalty
is $10,000 􀁰􀁥􀁾􀁡􀁹􀁥􀁲􀁶􀁾􀁡􀁴􀁬􀁯􀁮􀀮􀀠fl-s 􀀱􀁾... syeve'V z.. 􀁃􀁉􀀷􀀡􀀯􀁉􀁃􀀣􀁾􀀱􀀲􀀱􀀲􀀰􀀯􀁑􀁬􀀠(972)450-2660 (Signature of3Building Ownerl Operator (printed Name) (Date) (Telephone)
oT Delegated Consultant/Contractor) (972)450-2837 (FaxNumberl ASBESTOS NOTIFICATION SECTION TOXIC SUBSTANCES CONTROL DIVISION TEXAS DEPARTMENT OF HEALTH EXCHANGE BUILDING, SUITE N320
8407 WALL STREET AUSTIN, TX 78754 "Faxes are not accepted" PH: 512-834·6600, 1·800-572·5548 'Faxes are not accepted' Form APBII5, dated 12108199. Rep/sees TDH form dated 09116197. For
assIstallce III completing form, call1-800-672-5fi4f1 
DEC 19 2001 4:59PM LINDAMOOD CONSTRUCTION CO 972-438-6745 1" 1 . 2020 SOUTH NURSERY LINDAMOODIRVING, TEXAS 75060 972-721..oa98 FAX 972-438-9745 CONSTRUCTION To: 'roml Virginia .'ax>
Pag_t $f (INCLUDING COVER) Datil' Re: . 
DATE SUBMITTED: December 3, 2001 FOR COUNCIL MEETING: December 11,2001 Council Agenda Item: SUMMARY: This item is for the Award ofa Contract to Lindamood Construction Co., Inc" for the
Nile Properties Demolition Project. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted, but funds are available as part ofthe Arapaho Road, Phase DJIIT project totaling $20.5
million, Cost: $42,500,00 BACKGROUND: In conjunction with the proposed construction ofPhase II of Arapaho Road, from Marsh Lane to Surveyor Blvd., it is necessary to perform demolition
ofan existing office/warehouse structure on property that was recently acquired by the Town through the eminent domain process, The previous owner, Nile Properties, vacated the structure
that is located on the west side of Surveyor Blvd, and bids were received on December 3, 2001 for demolition and grading ofthe site. Five contractors picked up plans and specifications
for the project and attended a mandatory pre-bid meeting at the site. These five contractors submitted bids for the project. Attached is a bid tabulation for the proposed improvements,
Lindamood Construction Co" Inc" submitted the lowest responsive bid, in the amount of$42,500,00, Satismctory references were received regarding the quality ofwork on this contractor.
The demolition and site grading is scheduled for completion within 75 calendar days, The contractor has successfully completed work ofsimilar scope in other municipalities in the area.
RECOMMENDATION: Staff recommends that Council authorize the City Manager to enter into a contract with Lindamood Construction Co., Inc. for the Nile Properties Demolition project, in
the amount of$42,500.00. 
CONSENT AGENDA #2a-Approval of the Minutes for the November 27, 2001 Council Meeting. #2b-Consideration of a Resolution to approve a Change Order in the amount of $52,000.00 to extend
project management/construction management services from Building Solutions for the Addison Athletic Club and Outdoor Leisure Pool project, the development of 1.6 acres and construction
of the new tennis courts. Consideration of a Resolution authorizing the City Manager to enter into a 􀁾..'contract in the amount of $42,500.00 with Lindamood Construction Co., Inc. for
the Nile Properties demolition project. 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭#2d -Consideration of a Resolution
authorizing the City Manager to enter into a contract in an amount not to exceed $39,580.00 with Teague Nail and Perkins, Inc for engineering services associated with the design of an
8inch water main replacement on Wiley Post Road and Wright Brothers Drive. #2e -Consideration of an Ordinance amending the Town of Addison Code of Ordinances, Chapter 14, Aviation, by
adding a new Division 3 to Article III (Municipal Airport) relating to access to Addison Airport from adjacent property (through-the-fence) and providing for fees and charges. #2f -Consideration
of an Ordinance amending the Town of Addison Code of Ordinances, Chapter 14, Aviation, by adding a new Division 4 to Article III (Municipal Airport) relating to and establishing a lease
rate for a fuel tank at the Addison Airport Fuel Facility. City Council Agenda 12-11-01 
DATE SUBMIITED: December 3, 2001 FOR COUNCIL MEETING: December II, 2001 Council Agenda Item: SUMMARY: This item is for the Award of a Contract to Lindamood Construction Co., Inc., for
the Nile Properties Demolition Project. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted, but funds are available as part ofthe Arapaho Road, Phase IIIIII project totaling
$20.5 million. Cost: $42,500.00 BACKGROUND: In conjunction with the proposed construction ofPhase II ofArapaho Road, from Marsh Lane to Surveyor Blvd., it is necessary to perform demolition
ofan existing officelwarehouse structure on property that was recently acquired by the Town through the eminent domain process. The previnns owner, Nile Properties, vacated the structure
that is located on the west side ofSurveyor Blvd, and bids were received on December 3, 2001 for demolition and grading ofthe site. Five contractors picked up plans and specifications
for the project and attended a mandatory pre-bid meeting at the site. These five contractors submitted bids for the project. Attached is a bid tabulation for the proposed improvements.
Lindamood Construction Co., Inc., submitted the lowest responsive bid, in the amount of$42,500.00. Satisfactory references were received regarding the quality ofwork on this contractor.
The demolition and site grading is scheduled for completion withio 75 calendar days. The contractor has successfully completed work ofsimilar scope in other municipalities in the area.
RECOMMENDATION: Staff recommends that Council authorize the City Manager to enter into a contract with Lindamood Construction Co., Inc. for the Nile Properties Demolition project, in
the amount of$42,500.00. 
-----Niles Properties Demolition Bid 02·09 Bid Opening: December 3, 2001 10:00 AM BIDDER ..􀁾􀀭􀁾􀁾􀀢􀀠---SIGNED BID BOND TOTAL add1 Lindamood Construction Co. Inc Y Y $42,500.00 Y Midwest
Wrecking Co of Tx Y Y $82,315.00 y Rutland Const Services Y Y $88,822.40 Y Walter C Barrett Y Y $64,600.00 y Metro Builders/DML Y Y $88,000.00 Y . 􀁾􀁵􀁩􀁣􀀠Minok Suh. Purchasing Coordinator
e_l 􀁢􀁲􀁵􀁾􀀠Corey Gayden, Witness 
􀁾􀁾􀀯􀀨􀀩􀁜􀁉􀀺􀀱􀀧􀀯􀀨􀁉􀀯􀁉􀀨􀀩􀀠􀁉􀀧􀁴􀁉􀀢􀁫􀀯􀁬􀀢􀁾􀁊􀀧I : I 􀁾i i -1 ARCHITECTS ENGINEERS PLANNERS SIII(.'20() 􀀷􀀵􀀨􀁽􀁾􀀳December 7, 2001 (')72) 661-5626 1,-1.\' (')72) 6(i1·WiJ-1
11'll'll:/JIII/J.cOIll Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Z. Chutchian, P.E. NU.E PROPERTIES DEMOLITION BID Dear Steve: We
have reviewed the bids for the referenced project and agree with the bid tabulations by Minok Suh of your staff. All five of the bidders attended the required pre-bid conference. We
have called four references for the apparent low bidder, Lindamood Construction Co., Inc. We were able to speak with two of them and received very positive comments about this contractor.
The record of telephone calls for each of these conversations is attached to this correspondence for your records. Based on this information, we believe the Town of Addison would be
justified in awarding the contract for the referenced project to Lindamood Construction Co., Inc. As As a reminder, the specifications require a preconstruction conference to be held.
Prior to the meeting the contractor has to deliver a schedule to you that we can discuss at the meeting. The duration of this project is set not to exceed 75 days from the notice to
proceed. We will also need to discuss the N.O.1. and N.O.T. forms for the SW3P. We will be glad to set up this meeting if you will provide your available dates. Very truly yours, HNTB
CORPORATION J;t!ZDirector of Capital Projects JDHldsl Enclosure 25768 TIJI' IINTil 􀁃􀀨􀀩􀁬􀁉􀁬􀁦􀁊􀁻􀁦􀀢􀁩􀀨􀂷􀀮􀁾􀀠􀁏􀁬􀀧􀁲􀁬􀀨􀀧􀁅􀁾􀀠ILL;".\,[)I(I I. \ \ \"" 􀀭􀁜􀁉􀀧􀀨􀀩􀁕􀁾..\11)
1'1'1. \" 1.\ (,.1 .11 􀁾􀁮􀀬􀀠1'\. IJ \-J 0' [(UI <.01. I. I. 􀁬􀁊􀁕􀁾􀀠I U'..\1.1. U I \Il1.1 "i'U' 'l Ct I.IHI.I .. 1n,_ II \ nile \(.n, II (LI \ 􀁾􀀠L \ 'I) 'lll (,()J.[ Ifill' (ll!.
[JILLI, 1'1. JJJ'IIIL CO 1J111(01'l III. 1:11..1". III. n \\(llnll 1'1. JI-III-lrOIll). Cl. fIlCK"ILL!.." IIUI"I,)' 1.\ 1'1)1"11")1.1' 1'.0.1",\' ,I'l, lit) ;;,<)\\ 11.11'. J"\. I \"1"\;,,_
Ill. 􀁛􀀨􀀩􀁾􀀠""ru-, ( \. I.(W]'>\ II U:, "Y. III])J'()' \\-1 III 􀁜􀁾􀁉􀁉􀀠rI. Itilll Ind"!". II [ 111"1 11'011'_ II' "\'111 ILL!.. I" '1.1"11 ,'ml>. " ,)\I>.I.,,",-Il C \ (W I"\.{d
COl" IY, ( I, PIU ''-'11' 1 II OII'IH I'-'Il I'll;" "', 1'1111 IllFll'l1i I 1'1 I'< lin I 1,1), III, I'Oln 11,1) niL InI.FI(;1 I, ,e, ,1 1,)1 I', II() '11 r I '''I ( Il" I I ,'"'-\,TO"\.l<)
T\. ,\.... liLli, II(I)J,') ( \ ,\, III 1,1 􀁉􀁾􀁕􀁬􀀬􀀠( \ 'I, 11.1'1 C I 'I. 1'1"11.1 11,1 1 􀁉􀁾􀁉􀁉􀀧􀁜􀀠J I J' 11.lJH), <)1 I 11.11:-'1 'I, I' \'111,1.,'1' 1" III 
__ Job No. RECORD OF 71S71. 8􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀀠Date:TELEPHONE CALLThe HNTB Companies 1'1. IntI􀁾􀀱􀀠CALL TO 􀁟􀁾􀀧􀀮􀀮􀀺􀀻􀁾􀀭􀀽􀀧􀀤􀀬􀀭􀀭􀀬􀁚􀁾􀁃􀀭􀀢􀀬􀀶􀀱􀀴􀁌􀁟􀁾􀀭􀁉􀁴􀁾􀀢􀀢􀁾􀁶􀀢􀀬􀀬􀀭􀀭__
dllltt. 9"OF OFCALL FROM 􀀭􀀭􀀧􀀡􀀻􀁣􀀴􀀺􀀻􀁺􀁪􀁾􀀮􀁥􀀡􀀡􀀡􀀬􀁬􀀩􀁲􀀺􀁉􀀧􀀭􀀬􀁾􀀧􀁦􀁪􀀢􀁾􀁄􀀲􀀴􀁑􀁫􀁾􀁟􀂷____ K;(./77I$ BY .JOI4. /-f44-$6<;"-"Z'3"i C. SUBJECT DISCUSSED ACTION TO BE
TAKEN 'f'.t:ft., -¢ :J00j 􀁾􀀠u/t»tf.. ill "il It 6() "'''. t/lc-jJ,lMrl J,l1-$ .1 't. of J./'''Vs J,Ju et'Mw;.J. lie 􀁾􀀮􀀬􀀮􀀢􀁪􀀠􀁾{,.I.r ' LAJ.",..,.1 .",t"fA, /,/.-;1 I:,..../1'1'/'.
J,j","-" .It/I J,.(. j<lYI'/... 4(. 􀀻􀀮􀀬􀀬􀁾􀀠􀀱􀁉􀀢􀁵􀁾􀀬􀀢􀁊􀀮􀀭􀁾􀁉􀀮􀁴􀁾􀀠/I.e..;" 􀀢􀀮􀁴􀁴􀁾􀀠Iv. YH'e//,k. COpy TO: NOTE: This record to be .retained in the master file. GN1IJl.0193

Job No. I I RECORD OF "I:..􀁉􀀬􀀮􀀮􀀮􀀮􀁾􀁬􀁉􀀢􀀢􀁉􀁩􀀭􀁩􀀮􀀬􀀮􀀮􀀽􀀭􀁊􀀠TELEPHONE CALL Tbe HNrB Companies CALL TO Jl?g.. tI,(J,f'L leI! OF Gar Meea ISD CALL FROM s::k:t4!o/Ikt.PLIL
OF __􀁾􀁾􀁾􀁾􀁬􀁾􀀱􀁓􀁾____________ BY (Jot.\i /...1117'" 87/· iz.q"g . ACTION TO BE TAKENSUBJECT DISCUSSED It:/){;' /" A.J 1'.....,., . 71." 􀁦􀁴􀀭􀁫􀁴􀀬􀁙􀀧􀁾􀀠, .... 􀁾􀀠􀁾I ",./b
--, I'I'G I 􀁾􀀤• 􀁾􀀠/("1.,. .;.L -",It. 􀁾... d 􀁾􀀠eJ .1 􀁾􀀠􀁾􀁾􀁊􀀠J,J z. 􀁾􀁾􀀠1'6'b. COpy TO: NOTE: This record to be retained in the master file. 
Niles Properties Demolition Bid 02-09 Bid Opening: December 3, 2001 10:00 AM BIDDER SIGNED BID BOND TOTAL add1 Lindamood Construction Co. Inc Y Y $42,500.00 Y Midwest Wrecking Co of
Tx Y Y $82,315.00 Y Rutland Const Services Y Y $88,822.40 y Walter C Barrett Y Y $64,600.00 y Metro Builders/DML 􀀭􀀭􀁾.........􀀭􀀮􀀭􀁾􀀠.........-..􀀭􀁾􀀠--..... y-L Y --3 88,000.00
y Minok. Suh, Purchasing Coordinator I' 1-'tditi<'1 􀁜􀀩􀀨􀀡􀁾􀀡􀀧􀁉􀁍􀀱􀀧􀀠Corey Gayden. Witness 
DATE SUBMITTED: December 3, 2001 FOR COUNCIL MEETING: December 11, 2001 Council Agenda Item: SUMMARY: ;V This item is for the Award olcontract to ______for the Nile Properties Demolition
Project. FINANCIAL IMPACT: Budgeted Amount: Not Budgeted Cost: $ Source ofFunds: Bond funds are available in Arapaho Road, Phase IIIIII, Project No. 83300. BACKGROUND: In conjunction
with the proposed construction ofPhase II ofArapaho Road, fromMarah Lane to Surveyor Blvd., it is necessary to perform demolition ofan existing office/warehouse structure on property
that was recently acquired by the Town through the entioent domain process. The previous owner, Nile Properties, vacated the structure that is located on the west side ofSurveyor Blvd,
and bids were received on December 3, 2001 for demolition and grading of the site. Five contractors picked up plans and specifications for the project and attended a mandatory pre-bid
meeting at the site. contractors submitted bids fur the project. Attached is a bid tabulation for the proposed improvements. submitted the lowest responsive bid, in the amount of$__.
The €IBgineeriag estimate IDr this 􀁦􀁬􀁦􀁾􂂬􀁉􀁇􀁴􀀠• was $ . The demolition and site grading is scheduled fur completion within 75 calendar days. The contractor has successfully completed
work of similar scope in other municipalities in the area. RECOMMENDATION:\ Staffrecommends that Council authorize the City Manager to enter into a contract with ____fur the Nile Properties
Demolition project, in the amount of$___ 
ETI ENVIRONMENTAL SERVICES 4112 VIA BALLENA MESQUrrE, TEXAS 75150 (972) 279·9751 FAX (972) 279·6063 November 26,2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Dear Mr. Chutchian: Please find enclosed
two (2) copies of the Asbestos Inspection Report for the abovementioned property and its Invoice number 01-S-507 for payment. Also, please find a diskette with the Letter Report of the
inspection. It is submitted on Microsoft Word. This document does not include cost estimates for demolition. Please advise us when a demolition contractor has been chosen, so we may
coordinate dates and be assured that the 10-day notification has been submitted to the Texas Department of Health. Also, remember that an invoice from the Texas Department of Health
will be issued to you for the demolitionof this property. Please sign and return a copy of this transmittal and keep a copy for your files. Thank you for letting us be of service to the Town of Addison, and please call if
you need further information or have any questions. Respectfully submitted, E,Tl'\NVIRONMENTAL SERVICES TOWN OF ADDISON 􀁭􀁾􀁾􀀦􀁴􀁈􀁲􀀮􀁙. Dianne K. Woo Asbestos Consultant Received
by: Date 
ETI ENVIRONMENTAL SERVICES 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 FAX (972) 279-6063 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Dear Mr. Chutchian: Please find enclosed
two (2) copies of the Asbestos Inspection Report for the abovementioned property and its Invoice number 01-S-507 for payment. Also, please find a diskette with the Letter Report of the
inspection. It is submitted on Microsoft Word. This document does not include cost estimates for demolition. Please advise us when a demolition contractor has been chosen, so we may
coordinate dates and be assured that the 10-day notification has been submitted to the Texas Department of Health. Also, remember that an invoice from the Texas Department of Health
will be issued to you for the demolition of this property. Please sign and return a copy of this transmittal and keep a copy for your files. Thank you for letting us be of service to
the Town of Addison, and please call if you need further information or have any questions. Respectfully submitted, 􀁅􀀺􀁉􀁩􀁖􀁉􀁒􀁏􀁎􀁍􀀧􀁴􀀡􀁐􀁬􀁉􀀭􀁬􀀭􀀫􀀧􀁾􀁅􀁒􀁖􀁉􀁃􀁅􀁓􀀠TOWN OF
ADDISON 􀁣􀀼􀁕􀁾􀁩􀀼􀀠Dianne K Woo Asbestos Consultant -Received by: Date 
NILE PROPERTIES DEMOLITION ADDENDUM NO.1 November 27,2001 To: All Bidders This addendwn becomes a part of the "NILE PROPERTIES DEMOLITION" plans and specifications. Page PF-2 of the
contract docwnents nrust be filled out by the bidder acknowledging the receipt of this addendum. Bids wiD not be accepted if the above instructions are not foUowed. All provisions of
the original "NILE PROPERTIES DEMOLITION" plans and specifications shall remain in full force and effuct, except as modified by this addendwn No.1 MODIFICATIONS TO THE SPECIFICATIONS:
l. The date and time ofthe bid opening has been changed from 2:00 p.rn. on Tuesday, November 27, 2001 to 10:00 a.m. on Monday, Deeember3, 2001. MODIFICATIONS TO THE PLANS: 1. Full depth
saw cuts are called for on the parking area along the South and West sides ofthe project. It was noted during the site visit that there are existing cold joints in these areas. The successful
bidder will be allowed to remove the existing pavement up to the cold joints in these two locations, therefore negating the need for fuU depth saw cuts along these two sides. This modification
does not change the statns ofsaw cuts at other locations on the project. ADDITIONAL INFORMATION: 1. Attached to this Addendum No.1 is the "Summary ofAsbestos Findings" as prepared by
ETI Environmental Services dated November 26, 2001. The Town of Addison will require the successful bidder to follow the recommendations ofthe report. The full report may be viewed at
the Town ofAddison's Service Center, located at 16801 Westgrove Drive, Addison, Texas. Contact Mr. Luke Jalbert at 972-450-2860 to set up an appointment. Page 1 of! (Addendum No. 1)

ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 Fax (972) 279-6063 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Gentlemen: As authorized, an asbestos
inspection was performed on an office warehouse building located at 15109-15115 Surveyor Boulevard in Addison, Texas on November 14,2001, by Eddie Taw of ETI Environmental Services.
Results of the inspection and laboratory analysis of bulk samples collected during the inspection are presented herein. Asbestos-containing materials (ACM) as defined by State and Federal
regulations are any materials with an asbestos content greater than one (>1%) percent. Non-asbestos containing materials are any materials with an asbestos content of less than one «1%)
percent, and is not regulated under any current Federal, State or Local regulations. SUMMARY OF ASBESTOS FINDINGS 08 -Sheet Floor Covering Approximately 158 square feet of sheet floor
covering located in the Men's and Women's Restrooms of 15111 Surveyor Blvd., as noted on the Location of ACM Drawing, contains about 65% chrysotile asbestos in the backing material.
This material is classified as Category I Non-friable Materials under NESHAP regulations, and it is in good condition. 
15109-15115 Surveyor Boulevard November 26, 2001 RECOMMENDATIONS ETI Environmental Services recommends that the 158 square feet of asbestos-containing floor covering located in the Men's
and Women's Restrooms in 15111 Surveyor remain in place for planned demolition activities and disposed of as construction debris. INSPECTION AND SAMPLING PROCEDURES All areas of the
building were accessible for inspection. A Building Description and a Summary of Homogeneous Areas obtained during the inspection are presented herein. ETI Environmental Services used
a random convenience sampling strategy in order to collect all representative samples of suspect materials, both friable and non-friable. Sample locations were marked with paint or markers,
and photographs were taken at each sample location. The Approximate Sample Location Drawing shows the location of each sample taken during the inspection process. Results of the inspection
that identifies sample locations, condition of suspect materials, and asbestos-containing materials present are presented on the Sample and Hazard Assessment Summary. Assessments of
each homogeneous area were made using the NESHAP Regulations and definitions under 40 CFR Part 61. Asbestos bulk samples were submitted to a qualified independent laboratory, Steve Moody
Micro services, Inc., for analysis. The results of these analyses are presented herein. We thank you for this opportunity to be of service to the Town of Addison. Please call us if you
have any questions or need further information. Respectfully submitted, ETI ENVIRONMENTAl SERVICES Dianne K. Woo Asbestos Consultant Page 2 
TOWN OF ADDISON PAYMENT AUTHORIZA TIONMEMO Cheek $ .. 􀁾􀀠It:{-<? t:b .DATE: , ' Vendor No.. ____________---.,____-'-----'_ Vendor Name Address Address Address Zip Code TOTAL /I 2; 14t?,
Pl7 􀁅􀁉􀁖􀁖􀀯􀁾􀀯􀁖􀀠"'t E4.-T'A-{.. kseu...... e:rl-r EXPLANATION PI'-es f /2<:>;> et:'1f' J)E"'1<"Lf77c?1? -A.r frW!7 A 01-/'/t1i7J j2.. [).; I f'H/lSE: JL. Authorized Signature Finance

ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279·9761 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison, Texas 75001 Attention:
Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Invoice No. 01-S-507 ; Field Consultant(s): Eddie Taw Field
Date(s): November 14, 2001 DESCRIPTION Asbestos Inspection and Report Preparation Asbestos Laboratory Services (54 PLM Analysis @$10 per Sample) TOTAL AMOUNT DUE Thank You For Your Business!
TOTAL $1,600.00 540.00 $2,140.00 0,/,,:. 1V,f7t'rf . S-z.C if (2-7 !vi 
..... ..... ..... ..... ... ...... ...!" f-􀁾􀀠1'> ? !" !" ;-I !" !" f-􀁾􀀠1'> »:> r, z » li!: 􀁾􀀠0 m r S>f" 􀁾􀀠;l;: p-6f ." p (") 􀁾􀀠0• i!:-'.,:. "lI 0' 􀁾􀀠! -< , ' 
NAME COMPANY PHONE # FAX # E·MAll ADDRESS 1. 􀁾􀀧􀁴&u££ /.IN't8 􀁾􀁎􀀢􀁕􀀢􀀧􀀯􀁎􀀯􀀠.. 9lt-W-$(.t' Q1Z-''''-S'1'f JJ/IJlPf!:t?@1I#7'"8.C4M 2. ti/.,7:􀁾􀁌􀀿􀀶􀁥􀀮􀀠􀀴􀀢􀂣􀁾􀀵􀁚􀀻􀀠972..,-91J?-6f)?/97Z
􀀳􀀰􀁢􀁾􀀦􀀼􀀡􀁌􀁚􀁊􀁚􀀸􀀢􀀢􀀢􀀢􀀬􀀭____-:-􀀳􀀮􀁾􀁦􀀨􀀢􀁾􀀻􀀨􀁍􀁌􀀮-r; T .&"4 􀁾􀀿􀁤􀀭􀀮􀁳􀁵􀀭􀁊􀁴􀁬􀂣􀀠fzJ·.3>? -&J.;2!f r&bJ,:1-.2€c1;r".,,;/. 'Ie/􀀴􀀮􀁾􀁃􀀺􀀺􀀺􀀺􀁩􀁾􀀮􀁊􀀮􀀮􀀠h7}tf}1'1#1tX!(J
􀁾CJ'72 ?Z),::;gf,f tf72-t}3t'Px!;-Ir/Q2s-;iJlf.o/. c1!JHL 5. At,riio<'y Lo\",1.", D,,\I..> D, ...􀀢􀁬􀀺􀁜􀀮􀁩􀁏􀁾􀀠/'!;Qv7/..I..1,< 􀀧􀁬􀁬􀁴􀀭􀀯􀁩􀁊􀁩􀁊􀀧􀀭􀀢􀀧􀁾􀁾􀀸􀀠'=t12.-",)l?'ir-,-/'l"l«
tV<JV\<􀁲􀀨􀀻􀁾􀁶􀁤􀀻􀀭􀀾􀀠6. k-ct41i5f 􀁴􀀺􀀦􀁾􀁑􀁴􀁬􀁌􀁾􀀷􀀠!t«Lld€,7 t,h?,r>;':-?'-;' z:;,<:; J.1'r-'7 'i"Y-(",.1.J-J':--____ 7. 􀁾􀁉􀁾􀁖􀁜􀀠􀁃􀁾􀁦􀁦􀁬􀀢􀁅􀀮􀀠􀁍􀁜􀁾􀁗􀁾􀀠􀁗􀁾􀀶􀀺􀁊􀀠C"'.
􀁾􀁜􀀢􀀱􀀠:5"..􀀢􀁉􀀧􀀷􀁾􀀧􀁚􀀮􀀠􀁾􀁜􀀧􀀱􀀲􀀧􀁩􀀮􀀬􀀢􀀧􀁉􀀺􀁲􀀻􀁃􀁰􀀠8. _________ 9. _________ 10. _________ 11. _________ 12.________ 13. _________ 14. _________ 15. _________ 
ADVERTISEMENT FOR BIDS Bid # 02-09 The Town ofAddison is requesting bids for the Building Demolition, Pavement Removal, Grading, and Restoration for the NILES PROPERTIES DEMOLITION,
Bid No. 02-09. A MANDATORY pre-bid confurence will be held at 2:00pm on November 20, 2001 at Town of Addison Service Center, 16801 Westgrove Dr., Addison, IX 75001. Bids will be accepted
U!lI:ilNovember27,2001 at 2:00pm, in the office ofthe Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas 75254 at which time they will be publicly opened and read aloud. Bids
received after the designated time will not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any formaIities and to reject any or all bids
and to select the bid deemed most advantageous to the City. For information contact the Purchasing Division at 972-450-7091. Specification information can be obtained at www.demandstar.com
. Ifyou are not a member ofDemandStar.com and wish to obtain a free copy ofthe bid specifications, you may pick one up at the Purchasing Division, 5350 Belt Line Road, Addison, Texas
75254. 
SECTION AB ADVERTISEMENT FOR BIDS AB-! 
SECTION AD ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for the Building Demolition, Pavement Removal, Grading, and Restoration for the NILE PROPERTIES
DEMOLITION for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation, will be received
at the office of Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on the 27th day of November, 2001. Bids received by the appointed
time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The contractor shall identifY his bid on the outside of the envelope by writing
the words NILE PROPERTIES DEMOLITION. 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%)
of the total maximum bid price payable without recourse to the Town ofAddison, or a bid bond in the same amount from a reliable surety company licensed by the State of Texas to act as
a Surety, or a Binder ofInsurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into
a contract and execute a Performance Bond within ten (10) business days after notice ofaward of contract to him. 4. Plans, specifications and bidding documents may be secured beginning
at 9:00 A.M. on the 9th day of November, 2001 from Minok Suh Purchasing Coordinator; Finance Building, 5350 Belt Line Road, Addison, Texas. The first set will be available at no charge
and any additional sets may be obtained for a non-refundable sum of$20.00 per set. 5. The right is reserved by the Mayor and the Town Council as the interest of the Town may require
to reject any or all bids and to waive any informality in bids received. 6. The Bidder (proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond,
Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued by a
surety company licensed by the State of Texas to act as a Surety. The performance and payment bonds shall name the Town of Addison as obligee (or such other entities as may be designated
at the time a contract is executed). 8. For information on bidding or to secure bid documents, call Minok Sub, (972) 450-7091. For information on the work to be performed, call Steven
Z. Chutchian, P.E., Assistant City Engineer, (972) 450-2886 or Jerry D. Holder, Jr., P.E., HNTB Corporation, (972) 6615626. 9. This project consists of providing Building Demolition,
Pavement Removal, Grading, and Restoration as shown on the plans and in accordance with these specifications. 10. A Pre-Bid Meeting will be held at 2:00 p.m. on the 20th day of November,
2001 at the Addison Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972-450-2871. All bidders are required to attend. A one-hour tour of the building to be demolished will
be conducted at this time to aUow the contractors to evaluate the structure. AB-2 
12/17/2001 14'42 FAX 8176529124 P-C T AGENCY 􀁾􀁾􀁾􀀠LINDAMOOD CONST 􀁾􀀰􀀱􀀠ACORD.. CERTIFICATE OF LIABILITY INSURANCE QAte tlllMlDDrfY) 12./17 JO]""",,"C<II PCT AGENCr 179 S. WATSON
RD. 􀁓􀁔􀁅􀁾􀀠403 ARLINGTON,TX. 76010 􀁒􀀧􀀷􀁟􀁨􀁑􀁾􀁟􀁮􀁮􀁁􀁾􀀠..LINDAMOOD CONSTRUCTION CO. INC. BOBBY LINDAMOOD-OWNER P.O.BQX 157001 Irvi-ng', TX 75015 1(17::>.-7; 1, ·OR ClR 􀀡􀀮􀀧􀀮􀀺􀀧􀀡􀀮􀁾􀀮􀀠
􀀺􀀮􀁾􀁾􀁟􀁏􀀺􀀻􀁾􀀮􀀧􀀡􀀮􀀢􀁄􀀠􀁾􀁾􀀬A 􀁍􀀧􀀡􀀡􀀡􀀮􀁾􀀡􀁉􀀠􀁾􀀠􀁉􀁎􀁾􀁾􀀡􀁉􀁾􀁾􀀺􀁲􀀱􀀧􀀿􀀡􀀡􀀮aNI.Y AIlD CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR AI.TER "THE COVERAGe AFFORDED BY THE POUCIES BELOW. INSURERS IlI'FORDING COVERAGE 1NiUfWt.A: TNSURANCE CO INSUA:mtt ,,,,,,.... UJV I_C: UNDERWRITERS LLOYOS IMiSURERO! RY SDRETY
INSllRANCE co. IN$IJftER 􀁾􀀠tl III T Of(! '''T, T,TJO'F. ,u,rR I COVERAGES E OTHER RESPeCT TO I BY THE POLICIES OESCRJ9eo HEREIN 1$ sveJec;T TO 􀁾'!He TeRMS, exC1.VSIONS lIND HAVE BEEN
REOUCEO BY PAID CVdMS. CCP202271 .....UTf AHZ5711607 CCP2.02276 • WOI:Q:RS c;oiltlP'f,N$ATlON Afrfj) EiAPLD"r'D..'l" UAlIUTY SPOS9569-5 COMPINEO GIt(GIJ!i t.IloCI:T (6oJ Kti:j..-I) 51,000,000
800ll.Y INJURy(Pw pettOtI) • i 06/05/00 .06/05/02 aonllv INJURY III CPa-􀁾􀁲􀀻􀁤􀁤􀀮􀀢􀀬􀀩􀀠! PF:lOPERTY IWMGE ,; (f"M IW!Mnt) """"' nw;AtlTOONLY: 08/13/00 ! 08/13/02 08/13/00 09/13102
09/13/00 08/13102 2,428,500 TOWN OF ADDISON P.O. BOX 9010 ADDISON,TX. 75001 DAft 'I'lfM:!OI". THE lS!tJ1NG INAURM WILl. II!HDf.AVOfil TO MAlt. ..lO.-GA.YI WRfT'TfH f4OT1CE TO THECIRT"FlCATEMDU)ER
MAMEO TO THE lIFT. BIJT FAIUJU TO DO so $HALL 􀀱􀁍􀀮􀁡􀀡􀁬􀁾􀀠􀁾􀁄OfKJOAnoti OR WADIU'T't OF 􀁾􀁶K/HO UPON ree: IU5UAE11. I'f!i AG£NT.! OA: 
SECTIONPyB PAYMENT BOND BOND NO. 118929 STATE OF 'TEXAS COUNTY OF DALLAS Date Bond Executed: DECEMBER 18. 2001 PRINCIPAL: LINDAMOOD CONSTRUCTION COMPANY. INC. StatE1](: EVERGREEN NATIONAL
INDEMNITY COMPANY PENAL SUM: OF BOND (express in words and figures): FORTY TWO THOUSAND FIVE HUNDRED AND 00/100 DOLLARS ($42.500.00) 􀁄􀁁􀀧􀁔􀁅􀁏􀁆􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀀺􀁾􀁄􀂣􀁅􀁃􀁾􀁅􀁾􀁾􀁾􀁅􀁾􀁒􀁾􀀱􀀱􀁾
􀀮􀁾􀀲􀀰􀁾􀁏􀁾􀀱􀁾____________________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINC1PAI. and SURETY above named, are held firmly bound unto The Town of Addison, Texas,
hereinafter called the OWNER, in the penal sum of the amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs, executors, administrators and
successors, jointly and severally, fumIy by these presents. THE CONDI1IONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered
and dated as shown above and attached hereto; NOW THEREFORE, ifthe PRINCIPAL shall promptly 1lUIke payment to all persons supplying labor and materials in the prosecution of the work
provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the SURETY being hereby waived,
then this obligation to be void, otherwise to remain in full force and effect. PyB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instnunent under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body" SEAL LINDAMOOD CONSTRUCTION COMPANY, INC. CONTRACTOR
􀁂􀁙􀀱􀁬􀁾􀁤􀁶􀁮􀁪􀀨􀀯􀀱􀁈􀁾􀀠Address: 2020 S. NURSERY ROAD WI1NESS _______ IRVING. TX 75060 EVERGREEN NATIONAL INDEMNITY COMPANY SURETY n By: 􀁣􀀱􀁾J􀁁􀁾􀁅􀁙􀁾􀀧􀁾􀀠Address: P.O. BOX
18295 COLUMBUS, OR 43218 (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, 1/if-;j//1 i a, 8a. "ley, certify that I am the secretary of the corporation named
as PRINCIPAL in the within bond that Kay(0. J.., {11 JIt th D 0 J , who signed the said bond on behalf ofthe PRINCIPAL, is the 16"e, e P,.. e :2; e1 e 'I-r said corporation; that I know
his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and and attested fdr and in behalf of said corporation by authority of its governing body"
PyB-3 
SECTIONMB MAINTENANCE BOND BOND NO. 118929 STATE OF TEXAS COUNTY OF DALLAS That LINDAMOOD CONSTRUCTION CO"INC. as principal and EVERGREEN NATIONAL INDEMNITY COMPANY , a co!pOration organized
under the laws of OHIO and ______ ___________ as sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held
and bound to pal' unto the Town of Addison, Texas, a duly incorporated horne m1e municipal corporation under the laws ofthe State of Texas, the sum of FORTY TWO THOUSAMD FIVE HUNDRED
AND 00/100 DOLLARS ($42,500.00} ($42,500.00 ) for the payment of which sum will and tmIy to be made unto said Town of Addison and its successors, said principal and sureties do hereby
bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that whereas said: LINDAMOOD CONSTRUCTION COMPANY. INC. has this day entered
into a written contract with the said Town of Addison to build and construct the NILES PROPERTIES DEMOLITION BUILDING DEMOLITION, PAVEMENT REMOVAL, GRADING AND RESTORATION MR·? 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herem. WHEREAS, under the Plans, Specificatiol1J! and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period ofonc (I) years from the date of acceptance, and to do aU nccessary backlilling that may arise on account of sunken conditions in ditehes, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining ofthe same, or on account ofany breaking ofthe same caused by the said Contractor
in laying or building the same, or on account ofany defect arising in any of said part of said work laid or constructed by the said Contractor. or on account of improper excavation or
backfilling; it being understood that the purpose ofthis section is to cover all defective conditions arising by reason of defective materials, work or labor performed by the said Contractor;
and in case the said Contractor shail fail to do, it is agreed that the City may do said work and supply such materials, and charge the same ugainst the said Contractor IlI1d sureties
on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part to comply with
the terms ofthe said provisions of said contract; planting materials (ground cover, and grasses) will be warranted for one (I) year from the time offinal completion and acceptllllce
by the Town ofAddison. NOW THEREFORE, if the said Contractor shaH keep nnd perform its said agreement to maintain said work and keep the same in repair for the said maintenance period
ofone (l) years, as provided, then these presents shall be null and void and have no further effect; but if defi'mlt shall be made by the said Contractor in the performlll1ce of its
contract to so maintain and repair said work., then these presents shall have full force and effect, and said Town of Addison shall have and recover from the Contractor IlI1d its sureties
damages in the premises, as provided, and it is further understood and agreed titat this obligation shall be a continuing one against the principal and sureties b:reon and that successive
recoveries may be had hereon for successive breaches until the full amount shall have been exhausted; IlI1d it is further understood that the obligation herein to maintain said work
shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. .: . MB-3 
IN WIlNESS WHEREOF, the said __"-PR"'I""N:.:;:C.::;.IP:.:AL=-____ bas caused these presents to be executed by CHAD W. LAND and the said ATTORNEY-IN-FACT has hereunto set his hand this
the 18TH day ofDECEMBER ,20..Ql. SURETY PRlNCIPAL EVERGREEN NATIONAL INDEMNITY CO. By: 􀁣􀁾􀁾􀀮􀁬􀁷􀁴􀀺􀁚􀀠0 AttomeymFact CHAD W. LAND ATTEST STATEWIDE SURETY 1825 MARKET CENTER BLVD.,
#385 DALLAS, TX 75207 Agency and Address INC. NOTE:Date ofMaintenance Bond must not be prior to date ofContract MB4 
IMPORTANT NOTICE IN ORDER TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call EVERGREEN NATIONAL INDEMNITY COMPANY'S toll-free number at: 800-325-9112 or You may write to EVERGREEN
NATIONAL INDEMNITY COMPANY at: Attn: Claims Department P.O. Box 18295 Columbus, OR 43218 You may also contact the Texas Department Of Insurance to obtain information on companies, coverage's,
rights or complaints at: 800-252-3439 You may write the Texas Department OfInsurance at: P.O. Box 149104 Austin, TX 78714-9104 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information
only and does not become a part or a condition of the attached document and is given to comply with Section 2253.048, Government Code, and Section 53.202, Property Code, effective September
1, 2001. 
EVERGREEN NATIONAL INDEMNITY COMPANY CLEVELAND, OHIO POWER OF ATTORNEY Lindamood Construction Co., Inc. 12/18/01 PRINClPAL,____--;c;o-;:c==___________􀁾􀁅􀁆􀁆􀁅􀁃􀁔􀁉􀁖􀁅􀁄􀁁􀁔􀁅_____􀁾􀀽􀀽____
42,500.00 42,500.00 CONTRACTAMOUNT_______________􀁾􀁁􀁍􀁏􀁕􀁎􀁔􀁏􀁆􀁂􀁏􀁎􀁄􀁓􀁾___________ POWER NO. 11 8 9 29 KNOW ALL MEN BY THESE PRESENTS: That the Evergreen National Indemnity Company,
a corporation in the State of Ohio does hereby nominate, constitute and a.ppoint: -Camille Edwards, Gwenn J. Hall, Cbad W. Land, Lanny W. Land-its true and lawful 􀁁􀁴􀁴􀁯􀁭􀁥􀁹􀀨􀁳􀀩􀁾􀁉􀁮􀀭􀁆􀁡􀁣􀁴
􀀠to make. execute. attest, seal and deliver for and on its behalf; as Surety, and as its act and deed, where required, any and all bonds, 􀁵􀁮􀁤􀁥􀁲􀁴􀁡􀁫􀁩􀁮􀁧􀁳􀁾􀀠recognizances and
written obligations in the nature 􀁴􀁨􀁥􀁲􀁥􀁯􀁾􀀠PROVIDED, however. that the obligation of the Company 'Under this Power ofAttorney ,hall oot excoed Ooe Million Five Hundred Thousand
Dollars (SI,500,oo0,00). This Power of Attorney is granted and is signed by fucsimile pursuant to the following Resolution edopted by its Board of Directors on the 23rd day of Febru<uy,
1994: "RESOLYEn, That My two officers of the Company sban have the authority to make, execute and deliver a Power of Attoroey constituting as Attomey(s)-in-faet ofsuch persons. fums,
orcorpomKms as maybe selected from time tD time. fURTHER RESOLVED. that the signatures ofsuch officers and the Seal ofthe Company may be affIxed to any such Power ofAttorney or anycertiftcate
relating thereto by 􀁦􀁡􀁣􀁳􀁩􀁭􀁩􀁬􀁥􀁾􀀠and any such Power ofAttorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upOll the Company;
and any such powetS so executed and certificate by facsimile signatures and facsimile seal shaU be valid and binding upon the Company in the future with respect to any bond or Wldertaking
to which it is attached." IN WITNESS WHEREOF, the Evergreen Nationallndemnily Company has caused its corporate seal to be affixed hereunro, and these presents to be signed by its duly
authorized officers this 23rd day ofFebru<uy, 1994. .." ...... ·"·11",.·"'..􀀱􀀮􀀱􀀧􀀮􀀬􀁾􀀠...... ONAL INO '"'''' 􀁅􀁖􀁅􀁊􀀻􀀿􀁾􀁎􀁁􀁔􀁬􀁏􀁾􀁉􀁎􀁄􀁅􀁍􀁎􀁉􀁔􀁙􀀠COMPANY./¢S .•."."......
􀁾􀀱􀀺􀀭􀀮􀀠'<. ..'" ..c:t-....... ..,.... 􀁾􀀠􀀢􀀧􀀺􀀮􀁾􀀠􀁴􀁬􀁾􀀨􀀯􀁴􀁴􀁬􀀠{t'#::! ..:::-i"ORPOiiAr,;:-', 􀁾􀁜􀀠" Roswell P. Ellis, President= i.U! ....􀁥􀁾􀀠(" 􀁾􀀠"'" 1il.U! \oi
􀁾􀀠􀁾􀀠\. SEAL) 􀁾J 􀂣􀀮􀀮􀁌􀀧􀀮􀀴􀁾􀁾􀀬􀀽􀀿􀀬􀀭􀀽􀀭􀀭__􀁜􀁾􀁜􀀬􀀧􀀮􀀮􀀠/iPf' Glenn D. Southwick, Treasurer >•• 7., ·· .. .]939___" 􀁾􀀠􀀮􀁾􀀠􀀢􀀢􀁾􀀠'>IY' .......,.... 􀁾􀀠/Notary
Public) 􀁾•••••,:If OHIO i' •• " .., Stale ofOhio) ss: 􀁾..􀀻􀁾..............􀁾􀀬􀁾􀀬􀀬􀁜􀁾􀀠 00 this 10th day of May, 2001. befure the subscnber. a Notary for the State of Ohio, duly
commissioned and qualified. personally came Roswell P. Ellis and Glenn D. Southwick, ofthe Evergreen N ationallndamnity Company, to me personally known to be the individaals and officers
descn'bed herein, and who ",,«uted the preoeding instrument and acknowledged the execution of the same and being by me duly ,worn, deposed and said thal they ore the officers of said
Company afuresaid, and thal the seal affixed to the preceding instrument is the Corpome Seal of said Company, sod the said Corpome Seal and signatures as offi= were duly affixed and
suhacn'bed to the said instrument by the autherity and direction ofsoid Corporation, and thal the resolution ofsaid Company, referred to in the preceding instrwnent, is now in force.
IN TESTIMONY WHEREOF. I have hereunto set my band and affixed my official seal,t Columbus Ohio, the day and year ebove written. 751{L C {JU lJ#Sue E. DufiY , Notary Public State OfO/),
My Commission expir.. August 6, 2004 1, the undersigned, Secretary ofthe Evergreen National Indemnity Company,. stock corporation of the State ofOhin, DO HEREBY CERTIFY thet the ioregQing
Power of Attorney remains in fuU tbrce and has not been revoked; and furthermore that the Resolution ofthe Board ofDirectors, set forth herein above, is now in force. 18th 􀁾.••t ••·"·""If'''··'''1
D b 2001 Signed and sealed in Coimnbus, Ohin this __--:;"'••􀁾􀀢•.' M1i,.t,. "'... ecem er, " .t:f,,\O ..........:.:'1t:J/!'A_··'... 􀁾􀀭􀀭􀀭􀀭􀁣􀀭n-r-􀀱􀀾􀁌􀀮􀀭􀁾/􀁾􀀧􀀭,•., .... '''''1,
• 􀁾􀁊􀁾􀀠/..:::-􀀯􀁾􀁃􀁜􀁒􀁐􀁏􀁒􀁁􀀻􀀧􀀩􀁜􀀠􀁾'\ KurtH. Weiland, Se<retary'w,""' <.-._\f i,.! { ....... \ (') 􀁾􀀠 Any reproduction OT facsimile ofthis form is void and invalid1111111111111111111111
1111111111111 ; ,!.:, SEAL! oj􀁜􀁉􀁾􀁜􀀠􀀯􀁾􀁪􀀠'\ 􀁾􀁩􀀠􀁾􀀢􀀧􀀢􀀠./.i'l >, '7., .....]939"../.:S .f':>v ............ l-E '.,.... :If OHIO 1< ",••......, ..,."'" 118929 
SECTlONPyB PAYMENT BOND BOND NO. 118929 STATE OF 1EXAS COUNTY OF DALLAS Date Bond Executed: DECEMBER 18, ZQQ! PRINCIPAL: LINDAMOOD CONSTRUCTION COMPANY, INC, SURETY: EVERGREEN NATIONAL
INDEMNITY cQM)?ANY"""'_____________ PENAL SUM OF BOND (express in words and figures): FORTY TWO THOUSAND FIVE HUNDRED AND 00/100 DOLLARS ($42.50Q.00) 􀁄􀁁􀁔􀁅􀁏􀁆􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀀺􀁾􀁄􀁾􀁅􀁃􀁾􀁉􀁄􀁭�
�􀁅􀁾􀁒􀁾􀁬􀁾􀁬􀀬􀁾􀁚􀁾􀁏􀁏􀁾􀁬􀁾________________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto The Town ofAddison,
Texas, hereinafter called the OWNER, in the penal sum ofthe amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, fmnly by these presents. THE CONDITIONS OF TIDS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER,
numbered and dated as shown above and attached hereto; . NOW THEREFORE, ifthe PRINCIPAL shall promptly make payment to all persons supplying labor and materials in the prosecution of
the work provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the SURETY being hereby
waived, then this obligation to be void, otherwise to remain in full force and effect. PyR-2 
EVERGREEN NATIONAL INDEMNITY COMPANY CLEVELAND, OHIO POWER OF ATTORNEY Lindamood Construction Co" Inc, 12/18/01 PruNCWAL________􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁅􀁆􀁆􀁅􀁃􀁔�
�􀁖􀁅􀁄􀁁􀁔􀁅􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭42,500,00 42,500,00 􀁃􀁏􀁾􀁃􀁔􀁁􀁍􀁏􀁕􀁎􀁔_________________________________AMOUNTOFBOND$,______________________ POWER NO, 11892 9 KNOW
ALL MEN BYTHESE PRESENTS: That the Evergreen National Indemnity Company, a ""rporation in the Stale of Ohio does hereby nominate, constitute and appoint: ---Camille Edwards, Gwenn J. Hall, Chad
W. Land, Lanny W. Land-its true and lawful Attorney(s)·Jn.Faot to make, execute. attest, seal and dcliver fOr and on its behelf, as Surety, and as its act and deed, where required, any
and all bonds, undertakings, recognizances and written obligations in the nature th.,.ot PROVIDED, however, that the obligation of the Company under this Power of Attorney shall not
«ceed One Million Five Hundred Thousand Doll"", ($1,500,000,00), This Power of Attorney is granted and is signed by facsimile pll!Suant to the foliowing Resolution edopted by ilS Board
of DirectoIS on the 23rd day of February, 1994: "RESOL􀁖􀁅􀁄􀁾􀀠That any two officers of the Company shall have tbe authority to makt; execute and deliver a Power of Attomey constituting
as Attomey(s).jn·fact ofsuth persons, firms, or corporations a... maybe selected from time to time. FURTHER RESOLVED, that the signatures orsuch officers and the Seat ofthe Company may
be affued to any such Power ofAttorney or any certificate relating thereto by facsimile; and any such Power of Attorney or certificate bearing such facsimile Signatures or facsimile
seal shall be valid and binding upon the Company; and any such powers so executed and certifICate by facsimile signa.t'U.reS and facsimile seal shall be valid and binding upon the Company
in the future with resp oct to any bond or undertaking to which it is attached." Nolaly Poblic) SlateofOWo) ss: 􀁅􀁖􀁅􀁾􀁾􀁎NATIONJI: INDBMNIIY COMPANY 􀀧􀀭􀀧􀀱􀁾􀀨􀀯􀀤􀁬􀁩􀀠􀀠tY#:.:..
Roswell p, Ellis. President On this lOth day of May. 2001, hefore the subsmber, 0 Nolaly fur the Slate ofOWo, duly commissioned and quatified, pmonally came Roswell p, Ellis and Glenn
D, Southwick, ofthe Evergreen N.tionallndemnity Company, to me personally known to be the individuals and ollic... described berein, and who executed the preceding instrument and ""knowledged
the execution of the same and being by me duly sworn, deposed and said that they are the officelS of said Company aforesaid, and that the seal affixed to the preceding instrument is
the Corporate Seal of said Company, and the said Corporate Seal and signatures as officers were duly affixed and subscribed to the said instrumint by the authority and direction of said
Corporation, and that the resolution of said Company, rofmed 10 in the preceding instrumeot, is now in fOrce, eN TESTIMONY WHEREOF, I heve hereunto set my hand und affixed my official
seal at Columbus Ohio. the day and year above written. C Sue E. Duffy Notary Public Public State of0 My Commission expires August 6, 2004 1, the undersigned, Secretary ofthe Evergreen
NationaJlndemnity Company, 0 stock cO!pOration ofthe Slate ofOWo, DO HEREBY CERTIFY that the foregoing Power of Attorney remams in full force and has not been revoked; and furthennore
that the Resolution of the Board of Directors. set forth herein above, is now in furee. ................. D b 2001 0Signed and sealed in 􀁃􀁯􀁊􀁵􀁭􀁢􀁵􀀮􀁳􀁾􀀠Ohio this ___􀁬􀁟􀀸􀁴􀁨􀀷􀀢􀀢􀀢􀀢􀀺􀀻􀀻�
�􀀧􀀧􀀧􀀧􀁾􀀧􀁉􀁴􀀠r. I .1......,*.... ecem er,".' 􀁜􀁏􀁉􀀧􀁬􀀯􀁬􀀮􀁜􀀮􀀬􀀭􀀴􀀢􀀧􀀧􀀧􀀧􀁉􀀨􀁽􀀧􀀱􀀧􀁬􀁾􀁲􀀮􀀿....··.:---------:-----;---􀁦􀁴􀁴􀀥􀁩􀁩􀁾􀁾􀁾􀁾􀁾􀁜􀀠􀁕􀁁􀁮􀁾11111111111111111111111111111
111111 􀁾􀀠􀁾􀁾􀀠\ SEAL) 􀁾􀀠J Any reproduction or f'acsimile ofthis funn is void and invalid. ':. Q..; '. : .... lit 􀁾􀀣􀀮􀀮􀀺􀀮􀁜􀀬􀀬􀀬􀀮􀀮􀀠l'J:;.vf \ '7" -.....! 􀀹􀀳􀀧􀁃􀁾􀁾􀀧􀀯..s
j􀁾􀀠'VI' " ......,.. 1··· ",'" "..••,',..... OHIO 􀁾..••-.. 118929 
IMPORTANT NOTICE IN ORDER TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call EVERGREEN NATIONAL INDEMNITY COMPANY'S toll-free number at: 800-325-9112 or You may write to EVERGREEN
NATIONAL INDEMNITY COMPANY at: Attn: Claims Department P.O. Box 18295 Columbus, OH 43218 You may also contact the Texas Department OfInsurance to obtain information on companies, coverage's,
rights or complaints at: 800-252-3439 You may write the Texas Department Of Insurance at: P.O. Box 149104 Anstin, TX 78714-9104 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information
only and does not become a part or a condition of the attached document and is given to comply with Section 2253.048, Government Code, and Section 53.202, Property Code, effective September
1, 2001. 
IN WI1NESS WHEREOF, the said __.:;.P::::.RI:::;N""C:.::I=.;PA:.::L"--____ has caused these presents to be executed by CHAD W. LAND and the said ATTORNEY-IN-FACT has hereunto set his
hand this the 18TH day ofDECEMBER ,20...Ql. SURETY PRINCIPAL EVERGREEN NATIONAL INDEMNITY CO. By: 􀁴􀁾􀀼􀁁􀀮􀁬􀁷􀁾􀀠0 Attorney In Fact CHAD W. LAND ATTEST 􀁂􀁹􀀬􀁾􀁤􀁬. Sure STATEWIDE
SURETY 1825 MARKET CENTER BLVD., #385 DALLAS, TX 75207 Agency and Address INC. NOTE: Date ofMaintenance Bond must not be prior to date ofContract. MD4 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodicd
herein, WHEREAS, under the Plans, Specifications and Contract it is provided that the ContraCtor will maintain and keep in good repair the work herein contracted to be done and performed
fur II period of one (I) years from the date of acceptance, and to do aU necessary backlilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and
perform all necessary work and repair any defective condition growing out of or arising from the improper joining ofthe same, or on account ofany breaking ofthe same caused by the said
Contractor in laying Ol' building the same, or on account of any defect arising in any ofsaid part of said work laid or constructed by the said Contractor, or on account of improper
excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor perfonned
by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and chargc tile same against the said
Contractor Ill1d sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in suid contract for each day's failure
on its part to comply with the terms of the said provisions of said contract; planting materials (ground cover, and grasses) will be warranted for' one (J) year from the time of final
completion and acceptance by the Town ofAddison, NOW THEREFORE, if the said Contractor shall keep lind perform its said agreement to maintain said work and keep the same in repair for
the SlIid maintenance period of one (l) years, as provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said Contractor
in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the
Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation sball be a continuing one against the principal and sureties
hereon and that successive recoveries may be had hereon for successive breacbes until the full amount shall have been exhausted; Ill1d it is further understood that the obligation herein
to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in' any manner affected from any cause during SlIid time, MD-J

SECTIONMB MAINTENANCE BOND BOND NO. 118929 STATE OF TEXAS COUNTY OF DALLAS That LINDAMOOD CONSTRUCTION co.. INC. as principal and EVERGREEN NATIONAL INDEMNITY COMPANY , a corporation
organized under the laws of OHIO and ______ _ 􀁾􀁾􀁾_______ as sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves
to be held and bound to 􀁰􀁡􀁾􀀠unto . the Town. of Addison, Texas, a duly incorporated home rule municipal corporation under the laws of the State ofTexas, the sum of FORTY TWO THOUSAND
FIVE HUNDRED AND 00/100 DOLLARS ($42.500.00) ($42,500.00 ) for the payment ofwhich sum will and truly to be made unto said Town of Addison and its successors, said principal and sureties
do hereby bind thel1lllelves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that whereas said: LINDAMOOD CONSTRUCTION COMPANY. INC. ,
has this day entered into. a written contract with the said Town of Addison to build and construct construct the NILES PROPERTIES DEMOLITION BUILDING DEMOLITION, PAVEMENT REMOVAL, GRADING
AND RESTORATION MR-' 
IN WITNESS WHEREOF, the above-bounden parties have executed this instnunent under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body, SEAL LINDAMOOD CONSTRUCTION COMPANY, INC. CONTRACTOR
􀁂􀁹􀀬􀁾􀁤􀁶􀁮􀁢􀁮􀁬􀁽􀀠Address: 2020 S. NURSERY ROAD WITNESS _______ IRVING, TX 75060 EVERGREEN NATIONAL INDEMNITY COMPANY􀁁􀁔􀁔􀁅􀁓􀁔􀀺􀁾􀁾􀀠SURETY 􀁾􀀠By: ciU􀁁􀁾􀁅􀁙􀁾􀀠Address:
P.O. BOX 18295 COLUMBUS, OR 43218 (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL 1, V"" 'iii/'l i th 8a. i/e,v • certify that I am tJ:te secretary of the corporation
narned as PRINCIPAL in the within bond that Hay{a L ( fl dItrn D 01: ' who signed the said bond on behalf ofthe PRINCIPAL, is the V, 'f. e Pre ; de 'I-t-said corporation; that I know
his signature, I,U1d his signature thereto is genuine; and that said bond was duly signed, sealed and attested fdr and in behalf of said corporation by authority of its governing body.
PyB-3 
, 􀁔􀁅􀁘􀁁􀁾􀀠DEPARTMENT OF HEALTH JOHN LUDEKE, R.S. FOOD & DRUG INVESTIGATOR BUREAU OF FOOD & DRUG SAFETY 'uauc HEALTH REGIONS 213 METRO (817) 264-4682 301 SOUTH BOWEN ROAD, SUITE 200
VOICE MAIL (817) 264-4704 .RUNGTON, TEXAS 76013·2262 FAX (817) 264·4717 
TDHTJ-'\ \" tW}',\RTMr'\!'T or 1 U:Al.rt! The following merchandise: Quantity TEXAS DEPARTMENT OF HEALTH BUREAU OF FOOD AND DRUG SAFETY 1100 WEST 49TH STREET AUSTIN, TEXAS 78756 DISPOSITION
OF DETAINED PRODUCTS Product Code No SampJeNo 20 Pallets Dietary Supplements From Akahi.com NA NA , in possession of City ofAddison, 15111 &15113 Surveyor, Addison, 75001 (Dealer. FIl'fU,
orManufaerurer) (StrM Ad<hus) (Clly) (Zip-Code} and more particularly located at on metal racks in the warehouse detained by Seri Lang ofthe Texas Department ofHealth 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭(Authorized Agcl!) on 917100 was Released and destroyed by Lindamood 􀁾Des:troyed. Reconditioned. Court OIsposition, 􀁆􀁊􀁾􀀩􀀠Demolition by be dumped and destroyed at the
City ofLewisville Landfill Form No. E-32 1/97 Page 1 
----I:I􀁾i i -1 The HNTB Compani/Sune 630. 14114 Dallas Patkway, 􀁾􀁥􀀮􀁯􀀺􀁡􀁳􀀠15240 {W2}661.-5626 LETIEROF TRANSMITTAL Job No, Date 25768 July 27,2001 I To: J' Ierce, PE.. .-. 6801
Westgrove Drive Addison, Texas 75001-9010 􀀤􀁾􀀠WE ARE FORWARDING TO YOU: Re: Niles Property Demolition Plans and Specs NO,OF COPIES SHEET NO. LAST DATED DESCRIPTION ------_....._-----􀁾􀀭􀀭􀀭􀀭.....
... ---• THESE ARE TRANSMITTED: D For approval D For your use D As requested [g] For review & comment PLEASE NOTE: -_ ..__......... -'-' ..._ ............_-_. _..........._--Jim, attached
are the revised plans and specs for the referenced project. Also included is a list ofcomments and , , actions taken to revise, Thank you for taking the time to meet with me Thursday,
have a good weekend. COPY TO: AMS,25768 By: 􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
"" ,... o .....,... o NAME COMPANY PHONE # FAX # E-MAIl ADDRESS 􀁾􀀠..... o 1, 􀁾􀁴􀀯&4t>Et.e /IN'T8 􀁃􀀣􀁾􀀢􀀱􀁖􀁬􀀠'. 97t.-"I·'$z, <iJZ-,,,I-S'U'f 􀁊􀁊􀁊􀁨􀁴􀁄􀁴􀁬􀁘􀀮􀁥􀁾􀀮􀁣􀀮􀀧􀁍􀀠z
[:;j 2. w,,7:&UL?6(!. 􀁍􀁾0sz; 9?2.---9tJR..-6!J?!9Z2 􀀳􀀶􀀶􀁾􀀦􀁊􀀮􀀽􀁟􀁾􀀻􀁇􀀮􀀻􀀢􀀢􀁟􀀮_____ o,... 3.2-:4 f,,.,Ik..rfOrL A -rf T ,I6IShlj 􀀹􀀿􀁤􀀭􀀸􀁕􀁾􀀠f;?.::t •.?tM-8'Odl8'/f&bb/+-.:<@q.r'T/Nff
i.. lle!5,... 􀀴􀀮􀀧􀁴􀀱􀀡􀁫􀀮􀁊􀀺􀀱􀁣􀀺􀀮􀀺􀀺􀁉􀀮􀀮􀀭􀁤􀁾􀁱􀁦􀀠/1JU)/lt!rtptJ fP;utJ £17212/nfJ-c/72-<J-3t2Pft-/k!t12sdJ/kJ! (biK..... 􀁾􀀠...,... 5. 􀁁􀁮􀀱􀀯􀀬􀀮􀀮􀁾􀁹􀀠L"4.:1,,,,
/)...1)" Cl, ... 􀁬􀀺􀀡􀀬􀀮􀀢􀀧􀁾􀀯􀀮􀁳􀀢􀀢􀀱􀁬􀀮􀀮􀁬..1.. '1lt-")U-<i'9li' q·U .. ..,S'i"-<{'1'l<l/No",,,7 􀁃􀀶􀁾􀀧􀀠.fV:> 6. h btl:;? etl-4 J!11..77' k'Ltt 7';;/1'£ 􀁾􀀧􀀻􀀾􀀯􀁾􀀷􀀢􀀠z;,,.
},I'I--'7 j'?-G"YJ--.J ;;:;:..;<., .. 7. 􀁾􀁉􀁍􀀠􀁃􀁾􀀱􀀧􀁜􀀼􀁲􀁅􀀮􀀠􀁍􀁜􀀦􀁷􀁾􀀠􀁗􀁾("'. 􀁾􀁜􀀱􀀢􀀠􀀵􀀧􀁬􀀾􀀢􀁉􀀧􀀱􀁾􀀧􀁚􀀮􀀠't!>17;n""I::>3c" /________ < II. vilVl-fuo:.. <;􀁦􀁡􀀮􀁴􀁁􀁾􀀠VoortWJf/\
Conhadl&] m,'171·9.6!1 􀀱􀁾􀀱􀁾􀁾􀀼􀀯􀀷􀀩􀀱􀀠1(4£... J r <f\ . :;:; 9. LA-lt!..{1'eJ 􀁾􀀤􀀠Mt*yo e,"'d.Af'i.s 'bt7􀁓􀀱􀁾􀀠71{J7 'ZI7<t$3 􀀲􀀧􀀴􀀨􀀰􀀭􀁥􀁢􀀢􀁏􀁢􀀭􀀴􀁗􀁾􂂬􀀢􀀬􀁩􀀮􀀧􀁪􀀧􀀪􀀧􀀮􀀢􀀧􀁄􀀧􀁾
􀀧􀀻􀀧􀀻􀀢􀀧􀀠10, _________􀁾􀀠11. __________ 12. _________ 13, ________ 14,__________ 15. _________ 1iI,.g\>'f'o ,4u. • "'" II/u/.! [[l.... z :x: 
LOCAL EXPERTISE."NATfONALLY REAL ESTATE APPRAISAL OF Midway Road at Keller Springs CMAQ 12, Parcel 2 Project # 91/835 M&F Development Company, Inc. 15980 Midway Road Addison, Dallas
County, Texas 75001 PREPARED FOR: DalIas County Public Works Attention: Mr. Craig Marek, SRJW A 411 Elm Street, 3'd Floor Dallas, Texas 75202 EFFECTIVE DATE OF THE APPRAISAL: December
5, 2003 INTEGRA REALTY RESOURCES DFW, LLP FILE NUMBER: 116-2003-0718 
DALLAS COUNTY DEPARTMENT OF PUBLIC WORKS APPRAISAL REPORT Address of Property: 15980 Midway Road Addison Texas 7500 I Parcel: 2,CMAQ 12 Property Owner: M&F Development Company, Inc.
clo Fritz Dud. Jr. (972-934-2244) Account: -Address of Property Owner: 13355 Noel Rd., Suite 1315 DaUas, Texas 75240 CSJ: -Occupant's Name: Vacant land Project No: 91-835 Whole: ID Partial:
1181 I Acquisition Highway: 1County: 1 Dallas PURPOSE OF THE APPRAISAL The purpose of this appraisal is to estimate adequate compensation, in compliance with the Texas Constitution,
Article 1, Section 17, to be paid by Dallas County for the acquisition of Real Property interest as described herein. MARKET VALUE Market Value may be dermed as follows: Market Value
is the price which the property would briug when it is offered for sale by one who desires, butis not obliged to sell, and is bought by one who is under no necessity ofbuying, taking
into conSideration all of the uses to whicb it is reasonably adaptable and for which it either is, or in all reasonable probability will become available witbin tbe reasouable future.
AFFIDAVlT OF APPRAISER I have personally inspected the property herein appraised and to the bestofmy knowledge and beliefthe statements contained In the appraisal hereinabove set fortb
are true, and the information upon whicb the opinions expressed therein are based is correct. Tbat on 12/05/2003 (date)(s), I personally inspected io the field tbe property herein appraised;
and that I afforded Fritz Duda, Jr, the opportunity to accompany me at the time of tbe inspection. I bave no direct or indirect present or contemplated future personal interest in such
property or in any benefit from tbe acquiSition of such property appraised; and that should I or any employee in my service acquire any interest in or to the property appraised prior
to the acquisition of the pareel by tbe County, I will immediately notify tbe County ofsuch interest or interests; I bave not revealed and will uot reveal the findings and results ofsuch
appraisal to anyone other than the proper officials oftbe County ofDallas untIl authorized by County officials to do so, or until I am required to do so by due process oflaw, or until
I am released from tbis obligation by having publicly testified as to such rmdings. My opinion ofthe fair market value oftbe acquisition plus damages, ifany as of the 5"day ofD_mber.2003,
is $17.420, based upon my independent appraisal and the exercise of my professional judgment. 􀁾􀁾􀀠12/0612003DOllllidiS􀁥􀁾=::::::: Date THE STATE OF TEXAS) COUNTY OF TARANT) BEFORE
ME, the undersigoed authority, in and for Tarranl County, Texas, on Ihis day personally appeared DomtJd J. Sherwood known to me to be the penon whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed the same for the purpose and consideration therein 􀁥􀁸􀁰􀁲􀁥􀁳􀁳􀁥􀁤􀁾􀁌􀀠􀁾􀀠GIVEN UNDER MY HAI'!D AND SEAL OF OFFICE, This # day
of􀀭􀀭􀀭􀀮􀀡􀁬􀀺􀀮􀁾􀀠,2003 􀁾􀀠􀀢􀁾􀁾􀁾􀀧􀁾􀁾􀁉􀁉􀀧􀀬􀀬􀀠SHAWN ROBB1NS .,..."':;;'>":--.,A,'-=-'----------􀁬􀁬􀁬􀁾􀁾􀀢􀀢􀁾􀀢􀀱􀀥􀀠NotalY Public. State of Texas Notary Public, Tarrant
County, Texas \ :'. )..j My Commission Expires My Commission Expires􀁾􀀺􀀧􀁾􀁾􀁦􀁜􀀬􀀬􀁾􀁾􀁾􀀠January 24, 2001 􀀢􀁕􀁊􀁪􀁪􀁾􀀠
TABLE OF CONTENTS SUMMARY AND DETERMINATION OF COMPENSATION.............................................................. I-I PROPERTY RIGHTS ApPRAISED, INTENDED USE OF THE REpORT, SCOPE
OF THE ApPRAISAL ............................................................................................................ 1-2 JURISDICTIONAL EXCEPTION, DATE OF VALUE ESTIMATE, EXPOSURE
ENVIRONMENTAL DISCLAIMER, DEFINITION OF MARKET VALUE, PERIOD, REPORT TYPE, HISTORY OF SUBJECT PROPERTY ............................................................. 1-3 INSPECTION INFORMATION
............................................................................................................ 1-4 NEIGHBORHOOD DESCRIPTION .............................................................
......................................... 1-5 SITE ANALySiS ..............................................................................................................................
1-9 IMPROVEMENT DESCRIPTION ....................................................................................................... 1-12 TAX ANALYSIS .................................................
........................................................................... 1-14 PROJECT DESCRIPTION ..................................................................................................
.............. 1-15 HIGHEST AND BEST USE ............................................................................................................. 1-16 HIGHEST AND BEST USE CONCLUDED.............
............................................................................ 1-17 WHOLE PROPERTY SITE ANALYSIS ........................................................................................
....2-1 WHOLE PROPERTY PLAT ...............................................................................................................2-2 AREA MAP .............................:.................
....................................................................................2-3 ZONING MAP ....................................................................................................
............................2-4 FLOOD PLAIN MAP ........................................................................................................................2-5 PHOTOGRAPHS
OF SUBJECT.................................................................................... Picture Pages 1-3 VALUE OF WHOLE PROPERTY...............................................................
..................................... 3-1 COMPARABLE SALES SUMMARY & ADJUSTMENT GRID ................................................................3-2 DISCUSSION Of ADruSTMENTS.....................
................................................................................. 3-3 COMPARABLE SALES DATA (Multiple Pages) ..........................................................................
..... 3-6 SALES PICTURES & PLATS (Multiple Pages) ................................................................................. 3-6 SALES MAp .....................................................
........................................................................... 3-12 VALUE OF AREA ACQUIRED ...............................................................................................
........4-1 LEGAL DESCRIPTION OF AREA ACQUIRED, RIGHT OF WAY PLAT .................................................4-4 VALUE OF REMAINDER BEFORE ACQUISITION...........................................
............................... 5-1 VALUE OF REMAINDER AFTER ACQUISITION ............................................................................6-1 ADDENDA: CERTIFICATION PAGE,
ASSUMPTIONS AND LIMITING CONDITIONS, OWNER CONTACT LETTER OR LETTER OF PERMISSION 
Summary of Determination of Compensation Parcel # 2 Project NamelNumber CMAQ 12, 􀁍􀁩􀁤􀁷􀁡􀁾􀀠Road at 􀁋􀁥􀁬􀁬􀁥􀁲􀁓􀁾􀁍􀁮􀁧􀁳􀀠Project # 911835 Location or Address Character of Acquisition
15980 Midway Road, Addison, TX 75001 WholeD Bisection I 8 Partiall:8:! Bisection II Owner M&F 􀁄􀁥􀁶􀁥􀁬􀁯􀁾􀁭􀁥􀁮􀁴􀀠􀁃􀁯􀁭􀁾􀁡􀁮􀁬􀀡􀀺􀀬􀀠Inc. Address 13355 Noel Road, Suite 1315,
Dallas, TX 75240 Telephone Occupant Vacant Land clo Fritz Duda Jr. Telephone 972-934-2244 Whole Property (from 3-1) Fee Area 96,021 SF, 2.2043 Acres DE Area -SF, -Acres Highest & Best
Use Value By Market Data Value By Cost Approach Value By Income Approach Final Value Conclusion Com. Dev. $864,189 NIA NIA $864,189 Remainder After Acquisition (from 6-1) Fee Area 94,093
SF, 2.1600 Acres DE Area -SF, -Acres TE Area -SF, -Acres Highest & Best Use Value By Market Data 􀁾􀀸􀀴􀀶􀀬􀀸􀀳􀀷􀀠Value By Cost Approach NIA Value By Income Approach NIA FINAL VALUE
CONCLUSION $846,837 Area Acquired (from 4-1, 4-2, 4-3) Fee Area 1,928 SF, 0.0443 Acres DE Area --SF, -Acres TE New -SF, Value from Information on Whole -Acres t8J Value Determined Independently
0 Highest & Best Use As 􀁾􀁡􀁲􀁴􀀠of Whole Improvements Concrete Paving $68 TOTAL IMPROVEMENTS 􀁾􀀶􀀸􀀠Land Fee Drainage Easement Temporary Easement $17,352 TOTAL ACQUISITION VALUE $17,420
Remainder Before Acquisition (Calc.) Value of Whole $864,189 LAND Value of Area Acquired $17,352 LAND Value of Remainder $846,837 Determination of Compensation Value of Area Acquired
(Land Only) ................................................................................................ $17,352 Value of Remainder Before Acquisition.............................................
............ '.837 Value of Remainder After Acquisition ............................................................ '.!l3' Damages (or Enhancement) ..................................................
........................................................ $0 Temporary Easement. .....................................................................................................................
$0 Permanent Easement... ................................................................................................................... mO Improvements within ACQUISITION AREA ..................
................................................................... $68 TOTAL COMPENSA nON ............................................................................................................
.. $17,420 Comments: The appraiser's opinion is that there are no permanent damages to the remainderas a result ofthe acquisition and no compensation Is due in this regard. 1-1 
LEGAL DESCRIPTION OF THE SUBJECT PROPERTY The subject is legally described as part of Lot 2, Midway Park North II, City of Addison, Dallas County, Texas. PROPERTY RIGHTS APPRAISED The
property rights being appraised consist ofa fee simple estate andlor an easement in the subject property. Fee simple estate is defined in The Dictionary of Real Estate Appraisal, Fourth
Edition, copyright 2002, page 113, by the Appraisal Institute as being: "Absolute ownership unencumbered by any other interest or estate, subject only to the limitations imposed by the
governmental powers oftaxation, eminent domain, police power, and escheat." An easement is defined in The Dictionary ofReal Estate Appraisal, Fourth Edition, copyright 2002, page 90,
by the Appraisal Institute as being: "An interest in real property that conveys use, but not ownership of a portion of an owner's property. Access or right-of-way easements may be acquired
by private parties or public utilities." INTENDED USE OF THE REPORT The intended use ofthis report is to provide an estimate ofmarket value ofthe subject property land and total compensation
due to the owner. The intended user is Dallas County to assist in the acquisition ofright-of-way for a public purpose. Any other use ofthis report is not authorized. SCOPE OF THE APPRAISAL
The scope ofthe appraisal means the extent of the process of collecting, confirming and reporting data. An estimate of the total compensation due to the owner of the property as the
result of a proposed acquisition from the property is prepared. This will require an appraisal of the Whole Property, the Area Acquired and the value ofthe Remainder Before and After
the Acquisition. The process included collecting data and information concerning the subject property and an inspection ofthe property. The appraiser has examined public records including
plat and map records such as zoning maps, ordinances, and flood plain data. Upon determination ofthe subject's Highest and Best Use, the appraiser researched public records for recent
sales ofcomparable properties. Factual data collected on the comparable sales included characteristics of the site and improvements, ifany, consideration ofthe sale price given, extent
of financing made available, if any, and dates ofsale. When applicable, the appraiser also examines and researches rental rates and expenses in the development of the Income Approach.
When applicable, the Cost Approach is developed through the Marshall and Swift Cost Calculator Service, file data and/or interviews with developerslbuilderslcontractors. This information
has been analyzed and is presented in the following report. 1-2 
JURISDICTIONAL EXCEPTION This appraisal is intended to conform to the requirements of the USPAP. Jurisdictional exception provides for severability preserving the balance of USPAP if
one or more parts of USPAP are "contrary to law or public policy ofa jurisdiction." According to USP AP, "A law means a body of rules with binding legal force established by contrclling
governmental authority." This includes federal and state constitutions, legislative and court made law, administrative rules, regulations and ordinances. As appraisals performed for
eminent domain are subject to certain constraints based on statutory and case law regarding compensability, the issue of jurisdictional exception has been invoked in the preparation
of this appraisal and report. DATE OF VALUE ESTIMATE The effective date oflhis appraisal is the date oflhe inspection December 5, 2003. The date ofthe report is the date ofthe signature
on the first page ofthis report. EXPOSURE PERIOD A reasonable exposure period for the subject property is considered to be within twelve months, approaching a value, and highest and
best use, as stated herein. REPORT TYPE Due to the jurisdictional exception granted to governmental agencies with the power of eminent domain, such as Dallas County, some ofthe traditional
requirements ofUSPAP are not applicable. As required by Dallas County, standardized forms have been completed and are included herein, along with supplemental comments when appropriate.
In accordance with the USP AP, the appraisal ofthe subject property is reported in the following text as a surnmary appraisal report. As such, it represents a summary discussion ofthe
data, reasoning and analyses that were utilized in the appraisal process to develop the appraiser's opinion ofvalue. Supporting documentation conceming the data, reasoning and analyses
is retained in the appraiser's file. The depth ofdiscussion contained in this report is specific to the needs ofthe client and for the intended use stated previously. The appraiser is
not responsible for unauthorized use ofthis report. HISTORY OF SUBJECT PROPERTY The Standards of Professional Appraisal Practice require fulI disclosure of any sales or property transfers
occurring within the previous three years ofthe date ofvalue. According to Deed records, the subject property is currently vested in M & F Development Company, Inc. Deed records indicate
that the property was conveyed from Pacific Inland Bank, Accommodator on April 24, 1990. The original deed records indicate that the subject tract contained 3 acres. However, a portion
of the property along the north property line was acquired by the Texas Turnpike Authority in 1997. Deed records indicate that the Texas Turnpike Authorityacquired 0.796 acre, or34,659 square feet. As such, the indicated size ofthe subject today is about 2.2043 acre, or 96,021 square feel. 1-3 
Currently, the subject property is listed for sale through the Robert Lynn Company. The asking price quoted was $10.00 per square foot, or about $962,676. The site is being marketed
as 2.21 acres by Mark Miller, Chris Jackson and Becky Miller. According to Becky Miller, there are no pending contracts or offers on the property as ofDecember 8, 2003. ENVIRONMENTAL
DISCLAIMER The value estimated in this report is based on the assumption that the property is not negatively affected by the existence ofhazardous substances or detrimental environmental
conditions. While possible environmental issues were observed, we have assumed that the property is not negatively affected. It is possible that tests and inspections made by a qualified
hazardous substance and environmental expert would reveal the existence of hazardous materials and environmental conditions on or around the property that would negatively affect its
value. DEFINITION OF MARKET VALUE Market Value is defined by City ofAustin v. Cannizzo, 267 S.W. 2d 808 (Tex 1954) as being: "The price the property would bring when offered for sale
by one who desires to sell, but is not obliged to sell, and is bought by one who desires to buy, but is under no necessity of buying, taking iuto consideration all of the uses to which
it is reasonably adaptable and for which it either is, or iu all reasonable probability, will become available withiu the reasonable future." INSPECTION INFORMATION On September 25,
2000, a certified owner contact letter was mailed to the property owner, Mr. Fritz Duda Jr. ofM & F Development Company, Inc. On October 31,2000, an initial inspection ofthe property
was made with the property owner. Subsequent to the original inspection and report, the proposed right-of-way was redesigned. The new right-of-way plans were completed in May 2003. Subsequent
calls were made to Mr. Fritz Duda Jr. in October and early December 2003. Mr. Duda was reported to be out ofthe country. A subsequent inspection ofthe property was made from public right-of-ways
on October 23 and December 5, 2003. On December 11,2003, Mr. Duda called the appraiser and gave permission to inspect the property. 1-4 
NEIGHBORHOOD DESCRIPTION A neighborhood is typically a segment of a community, city or town, which is a homogeneous grouping of individuals, buildings, or business enterprises within
the larger community. A neighborhood has three stages oflife and possibly a fourth. They are: (I) integration (the development stage), (2) equilibrium (the static stage), (3) disintegration
(the declining or decaying stage), and possibly, (4) a redevelopment or rejuvenation state or period and continuance of the neighborhood life cycle. Principal factors which improve neighborhood
values are good schools, churches, recreational facilities, homogeneity and civic responsibility, prestige and visual appeal, satisfactory transportation affording good ingress and egress,
good planning, adequate utilities, conformity in land use, sensible zoning, and topographical and geographical advantages. Some factors which reduce neighborhood values are; the tendency
of inhabitants to think the neighborhood is losing its desirability, movement of undesirable uses into the area, lack of zoning protection, increasing taxes, reduced rental rates and
values of surrounding properties, lack of adequate planning, community pride, and nuisances. The revised edition of this book entitled Real Estate Appraisal Terminology defines a neighborhood
as: A portion of a larger community or an entire community in which there is a homogeneous grouping of inhabitants, buildings or business enterprises. Inhabitants of a neighborhood usually
have more than a casual community of interest. Neighborhood boundaries may consist of well-defined natural or man-made barriers or they may be more or less well defined by a distinct
change in land use or in the character ofthe inhabitants. Boundaries The subject is in the western part ofthe Town ofAddison, which is approximately 15 miles to the north of the Dallas
Central Business District. For purposes of this report, the neighborhood boundaries are best described as follows. North Frankford Road South IH-635 (LBJ Freeway) East Marsh Lane West
Preston Road A map highlighting these boundaries follows this section. The neighborhood is primarily influenced by the Dallas North Tollway and Beltline Road corridors. Access Primary
east/west access to the neighborhood is provided by LBJ Freeway (Interstate Highway 635), Belt Line Road, Arapaho Road, Spring Valley Road, Frankford Road and Trinity Mills. The Dallas
North Tollway/Dallas Parkway, Preston Road, Addison Road, Marsh Lane and Midway Road are major arterial roads that traverse the far north Dallas area in a north/south direction. The
market area is bisected by the Dallas North Tollway which provides excellent direct access to the Dallas Central Business District, as well as the northernmost suburbs of Dallas. 1-5

Interstate 635 is a major highway that loops the northern half of Dallas. President George Bush Turnpike, (SH-190) a six-lane toll road highway, bisects the City ofCarrollton east to
west along the existing Trinity Mills corridor, providing an additional east-west thoroughfare through far north Dallas. Overall, access from all directions is considered good. Transportation
Public transportation (bus service) is provided by Dallas Area Rapid Transit (DART) and is considered average. Demand Generators Addison's location in the DallaslFort Worth Metroplex
provides its residents and businesses with access to a region ofover 4.0 million people. The market area contains, or is proximate to several major employment centers. The area is located
approximately three miles north of the LBJ corridor, which is home to numerous office buildings and retail centers. Other employment centers within a 20-minute driving distance include
the ''Telecom Corridor" area along North Central Expressway in Richardson and Plano, Medical Center ofPlano, and Presbyterian Hospital ofPlano. Although the majority ofmarket area residents
commute to jobs in other parts ofthe metro area, the market area contains several significant employers. Employers in the area are located primarily along the Dallas North Tollway and
the Legacy Business Park. Some employers in the area include JC Penney, Electronic Data Systems, Frito Lay, AT&T, Hewlett-Packard, Ericson, CompUSA, Network Associates, Tenant Health
Care System, and Pizza Hut. In addition, the Addison Airport (ADS) is located just east of the subject property. The airport was built in 1957 and was sold to the Town ofAddison in 1986.
It is now the third largest general aviation airport in the country. It has 750 based aircraft and a 7,200 foot runway with numerous private hangers. It is the preferred choice ofmost
owners ofprivate and corporate jets in the Metroplex. We believe that there is no negative impact to the subject property due to the amount of surrounding single-family residential,
multi-family, industrial, and commerciaVretail uses. Also, there has been continuous new development of apartments, office and commercial product in this area for the last five years.
Retail and Public Services The nearest commercial area with restaurants, convenience stores and support services are located along all major intersections ofthe market area, but particularly
along the Beltline Road corridor. The nearest fire and police stations are within two miles ofthe property. Land Use The market area land uses include a mix of residential (single-family,
multi-family, and townhouse), commercial, retail, and light industrial. The vast majority ofthe area's land use is residential. Commercial uses (office) are generally located along Marsh
Lane, Spring Valley, and Belt Line Road. Retail uses are also generally concentrated along major intersections throughout the market area and most significantly along Beltline Road between
Marsh Lane and the Dallas North Tollway. Itis heavily developed with shopping centers and restaurants. Land use characteristics are surmnarized in the following outline format. 1-6 
SUMMARY OF LAND USE Type: Suburban Property Values Approximate Total Percent Built up Increasing 95% Single-family Apartments Commercial Industrial 10% 35% 50% 5% Prevailing Single-family
Price Range Predominant Single-family Price $150,000 to $250,000 $175,000 Change in Land Use Not likely Infrastructure/Planning Average to good Predominant Age of Improvements 15 years
Predominant Quality and Condition Average Predominant Location of Undeveloped Land North Prevailing Direction of Growth North Demographic Factors The market area falls within the 75001
zip code. Although there are zip code overlaps for the subject market area, the following demographic data as extracted from Claritas, Inc. should provide adequate insight on the subject
market area. In this analysis, we have provided demographics within a three mile radius ofthe subject property. Median Median Number of Household Three Mile Radius Population Households
Income 199O 96,059 45,182 $37,792 2000 131,492 63,325 N/A 2002 137,797 66,583 $62,715 2007 ((projection) 153,563 74,613 N/A The subject's market area is considered to be above the middle
income range for the State of Texas. Development Activity During the last five years, the subject's market area has increased its population and number of housing units. However, much
ofthe residential development occurred during the mid 1980's. Recently the rate ofdevelopment has slowed somewhat. The area is still considered a high growth area and will continue to
grow at a faster pace than the PMSA as a whole. 1-7 
SITE ANALYSIS DESCRIPTION AND ANALYSIS OF TIlE LAND The subject site is summarized in the following tables. The description is based on our inspection as well as information provided
by public sources and the client. LEGAL DESCRIPTION The subject is legally described as part ofLot 2, Midway Park North II, City ofAddison, Dallas County, Texas. PHYSICAL FEATURES Land
Area Based on deed records, the whole subject property contains approximately 2.2043 acres, or 96,021 square feet. The current size estimate ofthe subject excludes right-of-way that
was acquired from the property in 1997 along the northern property line. A current survey of the whole site was not provided. Confi2uration irregular shaped. (See site/plat plan following
this section). , Improvements The subject property is mostly undeveloped. The southeast and east line ofthe property contains a concrete drive isle. Topography Near level. Drainage Adequate.
Flood Plain Community Panel # 48113C 0180J Dated August 23, 200 I Flood Zone Zone X -Zone X is the flood insurance rate zone that: corresponds to areas outside the I-percent annual chance
of : floodplain. No Base Flood Elevations or depths are shown within this zone. Flood Insurance Insurance purchase is not required in this zone. The subject and immediate surrounding
area is not traversed by a major creek or drainage channel. Hutton Branch Creek is the closest stream, which is located about 2 blocks to the north. , Environmental Hazards Environmental
evaluation is beyond our scope ofexpertise. A qualified engineer should be consulted on this matter. i Ground Stability We were not furnished a soil analysis to review. Our value conclusion
is based upon the soil's load bearing capacity being sufficient to support the use or uses discussed in the Highest and Best Use section. We did not observe any evidence to the contrary
during our inspection of the property. 1-9 
Easements, Encumbrances, and Moratoria We were not provided a current surveyor title report to review. However, an inspection of the site indicated overhead electrical lines along the
perimeter portions ofthe property. i Markers for underground utilities are also indicated in these areas. These easements are I considered typical and do not hinder the use ofthe site.
Conveyance documents indicate that the subject property has a shared access easement along the southerly and easterly lot line. This easement is currently developed with a . concrete
drive isle that is shared with the property owner on the south side ofthe subject. Encroachments We were not provided a detailed survey. No apparent encroachments were noted. ,STREETS
ACCESS FRONTAGE -. Street Midway Road I Frontage Paving Approximately 272.27 feet ! Concrete Curbs/Gutters Yes Sidewalks No Lanes 6 Direction of Traffic North/South Condition Average
Traffic Levels Medium to Heavy Signals/Traffic Control Signal near NW comer Access Average I Visibility/Visibility/Exposure Good The subject also has about 567 feet of frontage along
Keller Springs Road along the north side of the property. The intersection of Midway Road and Keller Springs Road is considered a major intersection in the neighborhood. However, the
subject property has no access along Keller Springs Road. In 1997, the Texas Turnpike Authority (TT A) acquired a portion ofthe subject along Keller Springs for the construction ofthe
Addison Toll Tunnel. This Tunnel was bored under the Addison Airport and the grade change ofthe roadway drops significantly along the subject. A retaining wal1 and fencing prevents access
along the northern boundary ofthe subject to Keller Springs. The TTA alos maintains a tollbooth and small parking lot on the north side ofthe subject. It is also reported that the TTA
denied access along the Keller Springs frontage along the subject. Conversations with Steve Chutchian, P.E. Assistant City Engineer for Addison have indicated that the subject has 100
feet along Midway Road that the City would permit a drive (Before and After the proposed acquisition). This area is 50 northwest ofthe southeasterly lot line along Midway Road and is
depicted in green on Page 1-12. The latesttraffic count (712002) on Midway Road at Keller Springs bythe City ofCarrollton shows 37,734 vehicles in a 24-hour period. On Keller Springs
at Midway Road, the City of Carrollton showed 9,927 vehicles in a 24-hour period in 7/2002. 1-10 
LEGAL Zoning Designation PD -Planned Development District 096-033 Generally for uses allowed in the I-I Industrial District. The subject zoning was changed in July 1996 as a result ofa
right-of-way acquisition for the Addison Toll Tunnel along the property's northern boundary (Keller Springs Road), As noted in Resolution No, R96-051 by the City Council of the Town
of Addison, the acquisition from the subject property in 1996 would result in the remainder property to fail to conform to the City's zoning requirements for building setbacks, landscaping,
parking space requirements and guidelines for fire lanes, As such, a zoning change was enacted to I achieve conforming status for the remainder property after the right-of-way acquisition
for I the Addison Toll Tunnel project, In general, the underlying zoning district is the I-I • Minimum Yard Setback 10 Feet along Keller Springs Road 25 Feet along Midway Road I Minimum
Rear Yard ofor adjacent commercial; IO Feet for adjacent residential Maximum Heieht Six (6) 6) stories Maximum Lot Coveraee As the site existed on July 23, 1996. Conformance I In essence,
the subject is presently zoned with a PD that: allows a smaller setback along the Keller Springs Road . frontage (IO feet). The prior setback was 50 fee!. • Industrial District. The
I-I District provides for industrial uses, along with most uses : perm! '!ted' th C 2 C ommercla' I D' t ' tIn e -IS nc. . UTILITIES Utility Provider Water City ofAddison Sewer City
ofAddison Electricity TXU Electric COncor} : Natural Gas TXU Gas (Oncor) . Local Telephone Southwestern Bell SUMMARY OF LAND DESCRIPTION The subject parcel is a 2.2043-acre, or 96,021
square foot site located at the southeast quadrant ofMidway Road and Keller Springs Road in Addison, Texas. While the subject has frontage along Keller Springs Road, access is restricted.
Flood zone maps indicate that the site is not located within a flood zone. There are no obvious easements or encroaclunents that adversely impact the property. The zoning ofthe site
is a planned development district, with underlying zoning that permits most industrial and commercial uses. I-II I 
AERIAL PHOTO (CIRCA 2001) Yellow = Property Line. Red = Proposed Right-of-Way Acquisition. Green = 100 feet along Midway Road that the City would permit a drive before and after the
proposed acquisition. 1-12 
TAX ANALYSIS Real estate tax assessments are estimated by jurisdiction on a county basis for the subject. The property is located in Dallas County. Real estate taxes in this state and
this jurisdiction represent ad valorem taxes, meaning a tax applied in proportion to value. The real estate taxes for an individual property may be determined by dividing the assessed
value for a property by $1 00, then multiplying the estimate by the composite rate. The assessed values are based upon the current conversion assessment rate of 100% of assessor's market
value. For reference purposes, the subject has been assigned a property tax identification number as follows: IProperty Tax Identification Number (s) 10-05100-000-002-00-00 Real estate
taxes are due January 31Sl ofeach year and are considered delinquent on February I st. Tax rates are reviewed once a year. The composite 2003 tax rates and 2003 assessed values for the
subject is itemized as follows: REAL ESTATE TAXES Tax Owner Improvement Value $ -M &FDev. Land Value $ 460,010.00 Co. Inc. Total Value $ 460,010.00 TAX RATE PERSI00 TAXES Dallas County
$ 0.541160 $ 2.489.39 Addison $ 0.422800 $ 1.944.92 Dallas ISD $ 1.639500 $ 7,541.86 TOTAL S 2.603460 S 11,976.17 The subject tax records indicate that the whole subject site is comprised
of 130,684 square feet, or 3.0001 acres. Presently, the subject tax records indicate that the land is assessed at $3.52 per square foot. 1-13 
PROJECT DESCRIPTION The County ofDallas is proposing to improve the intersection ofMidway Road and Keller Springs Road with wider turning radiuses to accommodate longer trailers. This
will include widening portions ofMidway Road, increasing vehicle turning radii, enhancing accessibility for the disabled and making utility and traffic signal adjustments. This project
involves partial acquisitions consisting ofboth fee acquisitions and temporary easements to allow for the expansion. The overall purpose of the project is to provide the traveling public
a good, traversable, and safe public roadway. For the subject site, Dallas County has proposed to acquire 1,928 square feet of land area in fee interest. The fee area generally consists
of a narrow parcel along Midway Road. The proposed acquisition has approximately 272.27 feet offrontage along Midway Road and a depth ofabout 1.81 feet at the south property line, increasing
to a depth of 18.15 feet at the intersection with Keller Springs Road. In has been noted that the original acquisition proposed for the subject would have allowed for a longer stacking
tum lane along Midway Road. However, this would have affected ingress/egress to the property. The proposed acquisition was redesigned in May 2003 and a shorter stack lane was designed.
According to Steve Chutchian, P.E. with the city ofAddison, the permitted access area before and after the proposed (revised) right-of-way will be the same. An inspection of the site
indicated that the proposed acquisition contains some concrete paving. 1-14 
HIGHEST AND BEST USE According to the Appraisal Institute, The Appraisal ofReal Estate, 1201 Edition, the highest and best use ofa property is defined as "The reasonably probable and
legal use of vacant land or improved property, which is physically possible, appropriately supported, financially feasible, and that results in the highest value." The highest and best
use is estimated based upon two different premises: I) as ifvacant and available for development, and 2) as presently improved. Since the subject property is unimproved, the "as vacant"
premise is applicable. In the highest and best use, the following four criteria must be met. At'lALYSIS OF SITE«As VACANT" PHYSICALLY POSSmLE Many physical characteristics of a site
can affect the uses to which it can be put. These characteristics can include size, location, shape, road frontage, topography, easements, utility availability, flood plain, and surrounding
properties. The subject site consists of 2.2043acres, or 96,021 square feet ofland. As indicated indicated in the site analysis, traffic counts along Midway Road are considered strong.
Keller Springs Road has significantly lower levels oftraffic. The site does not have access to Keller Springs Road. Keller Springs Road drops below grade at the subject for the Addison
Toll Tunnel under the Addison Airport. An observation ofuses along Midway indicates that the majority ofproperties have either retail or office users. Most office tech space in the area
is located on interior parcels. The topography was found to be about grade level ofMidway Road. According to the Flood Insurance Rate Maps, the subject property does not lie within an
identified flood hazard area. As previously mentioned, utility easements are present along the perimeter portions of the site. The location of the easements is typical and does not have
an adverse affect on the utility ofthe site. LEGALLY PERMISSIBLE Except for legally non-conforming property, the first step in determining what is legally permissible is to analyze private
restrictions, zoning, building codes, historic district controls, and environmental regulations. The subject is presently zoned with a planned development category, which was enacted
in anticipation ofa prior right-of-way acquisition from the site in 1997. The acquisition was along the Keller Springs frontage fur the development of the Addison Toll Tunnel. The underlying
zoning of the subject is "I-I" -Industrial District. Permitted uses within the Industrial Districts are intended to establish for a variety ofindustrial, commercial and office uses.
Given the subject's location on Midway Road, and considering the conformity ofuse, a commercial or light industrial development would be most likely for the interior portion. Some form
ofa commercial or light industrial development would have the greatest possibility ofbeing economically viable under the present legal constraints. 1-15 
FINANCIALLY FEASIBLE The uses that are physically possible and legally permissible must be analyzed further to determine those that are likely to produce some income or return greater
than the combined income needed to satisfY operating expenses, financial expenses, and capital amortization. All uses that are expected to produce a positive return are regarded as financially
feasible. Based on a review of office data for the immediate subject market, office vacancies have increased in the last 18 to 24 months. In addition, rental rates have been on the decrease
in the immediate market. Based on the soft economy at this time, as well as prevailing occupancy and rental rates, speculative office development is not financially feasible. Most commercial
and industrial developments at present are facing similar trends. As such, investment holding or development for owner occupancy ofthe subject property would be a possibility. MAXIMALLY
PRODUCTIVE Among financially feasible uses, the use that provides the highest rate of return or value (given a constant rate ofreturn), is the highest and best use. The soft economy
has resulted in increased office, industrial and retail vacancy rates in most suburban areas of the Metroplex. Rental rates and occupancy rates are not sufficient to support speculative
commercial or industrial development at present. Therefore, the highest and best use of the site is to hold for investment pending increased demand. HIGHEST AND BEST USE -PART To BE
ACOUIRED The Part to be Acquired is a 1,928 square foot parcel in fee interest with frontage on Midway Road. It has been noted that the size of the proposed acquisition would be too
small to represent an economic unit within itself. While smaller than the whole site, there is no market evidence that would suggest a unit value of a parcel smaller than the whole subject
could command a higher unit value of its contribution to the whole. It is the appraisers' opinion that the comparable land sales used to estimate the market value for the subject property
whole land would be applicable to the part to be acquired. Therefore, its highest and best use is as part ofthe Whole Property. HIGHEST AND BEST USE -REMAINDER The highest and best use
ofthe Remainder After the Acquisition is the same as that ofthe Remainder with the Part to be Acquired. After the acquisition, the Remainder will be essentially the same as the Whole
Property, except that it will be slightly smaller with 94,093 square feet. There are no major building improvements bisected or within the proposed area of acquisition. In has been noted
that the original acquisition proposed for the subject would have allowed for a longer stacking tum lane along Midway Road. However, this would have affected ingress/egress to the property.
The proposed acquisition was redesigned in May 2003 and a shorter stack lane was designed. According to Steve Chutchian, P.E. with the city of Addison, the permitted access area before
and after the proposed (revised) right-of-way will be the same. 1-16 
Based on the location on constraints ofthe acquisition, the proposed acquisition does not alter the functional utility ofthe site. Therefore, it is concluded that the highest and best
use ofthe Remainder After the Acquisition is the same as that ofthe Whole Property, and that no permanent damages to the Remainder result from the loss ofthe Part to be Acquired. 1-17

WHOLE PROPERTY SITE DESCRIPTION & ANALYSIS Legal Description: Mapsco Location: Size: Dimensions: Present Zoning: Highest and Best Use As Vacant: As Improved: Utilities: Terrain and Topography:
Drainage: Flood: Easements of Record and Effect: Relationship of Site to Nearby Streets: Describe Adjacent Development: Size of Area Acquired: Size of Remainder: The subject is legally
described as part ofLot 2, Midway Park North II, City ofAddison, Dallas County, Texas. 4-T (Dallas Book) 96,021 Square Feet or 2.2043 Acres 272.27' along Midway Road; 567' along Keller
Springs; 62.38' along east property line; 476.31' along southeast property line. PD -Planned Development District (1-1 -Industrial District) Investment holding or commercial development
for owner occupancy. Undeveloped. City of Dallas, TXU Electric & Gas (Oncor), Southwestern Bell Generally level Appears Adequate Zone X, area between limits ofthe I OO-year flood and
500-year flood. Based on an inspection of the site, there are no apparent easements adversely affecting this property. The subject is located on Midway Road, which is a major north/south
arterial spanning between Loop 12 in Dallas and Parker Road in Plano. Keller Springs Road is considered a secondary arterial providing access between the Dallas North Tollway and Interstate
35E. Users along Midway Road include mostly retail and office uses, with some industrial buildings. The surrounding area also has a high concentration ofoffice-tech centers on interior
collector streets. The Addison Airport is located immediately to the east ofthe subject. The Addison Airport is surrounded by numerous aviation support businesses. 0.0443 Acres or 1,928
Square Feet ofFee Acquisition 2.1600 Acres or 94,093 Square Feet 2·1 
--WHOLE PROPERTY MAP (FROM TTA) III I 101 A MH(R: IiIIOPAAX H(lItnf J!I \!1(ll. 91 tJ&tpC. 1.$4 OJUU:.I, ---......,w. fl. WIn SU'R\,€,Y ASS IlIACf NO. 1&Ot , '\ 􀀧􀁾􀀪􀀭􀁬􀁉􀀠__􀀢􀁩􀁦􀀢􀁕􀀴􀁾􀁓􀀧􀁜􀀠
......'..... '" 2-2 c 
ZONING MAP [i:1) 􀁾􀀠" (i:1l 􀁾􀀠\ JMl 􀁾􀀠2-4 (Pi)) 􀁾􀀠". \ c \ Toll Tunnel 
FLoOD PLAIN MAP CITY OF CARROLLTON 480167 ZONe x HazardsMap 2-5 
PHOTOGRAPHS OF SUBJECT PROPERTY Include Each Major Improvement Picture P age I 
PHOTOGRAPHS OF SUBJECT PROPERTY Include Each Major Improvement I'Point from which taken: I Keller Springs I Looking: I S along Midway I Subject (left) Picture Page 2 
PHOTOGRAPHS OF SUBJECT PROPERTY Include Each Major Improvement Picture Page 3 
VALUE OF WHOLE PROPERTY Correlation of Approaches to Value: Income Approach.. . . . .. . . . . .. . . . . . .. .. .. .. .. ... . ... . . .. . . ... .. ... $ ____-"-'::-:-CostApproach.................
.................................... $ ___􀀭􀀺􀀺􀀭􀀺􀁾􀀽Market Data Approach. .. . .. .. .. .... .. ... .... .. .. .. .. ... .... ..... $ ___.:::.8:::..64.:.1,,::18,,,9:.... Discussion:
The Market Data Approach is considered the only appropriate method ofvaluation and indicates that the value ofthe subject site is $864,189 for the 18,901 square foot Whole Property.
Estimated Land Value ofthe Whole Property ................. $ ___':::':::".:.1.::18",9:.... BREAKDOWN FOR COMPUTATION PURPOSES: Contributory Value ofImnrovements (Itemized) Site Improvements
Not Valued , Total Contributory Value ofIrnptovements $ 0 Easement Value _-==,􀀻􀀤􀀭􀀭􀀭􀁾􀁾􀀺􀀺􀁓􀁆􀁀􀀤􀁊􀁾􀁃􀀽Land Value 96,021 SF@$ ; $ ___"""'86:..,:4"",1;;;,:89_ Total Land Value,
Whole Property ..................................... $ ___􀀢􀀧􀀸􀁾􀀶􀀴􀁺􀀺􀀮􀀮􀀡􀀡􀀮􀁬􀀱􀀸􀀡􀁌􀀮􀀹􀀠 3-1 
COMPARABLE SALES SUMMARY LOCATION SALE DATE SALES PRICE SIZE (SF) ZONING SUBJECT 15980 Midway Road Dallas, Texas 75212 --96,021 PD SALE! 6100 Chapel Hill Plano, Texas 75093 3/19/2003
$622,031 59,241 RC SALE 2 2435 E. Hebron Parkway Carrollton, Texas 75010 6/19/2003 $706,800 91,200 LCIO SALE 3 4600 Preston Park Boulevard Plano, Texas 75023 /0/29/2003 $1,720,090 277,434
O-M SALE 4 17,3520 Marsh Lane Carrollton, Texas 75007 12/04/2002 $2,671,284 638,327 PD The adjustments, as discussed starting on page 3-3 ofthis report, were made to compare each sale
to the subject site and are summarized below. ADJUSTMENT GRID VALUATION GRID Representative Comparable Sales CompNo.l CompNo.2 CompNo.3 Comp No. 4 Grantor Willow Bend Christian Dall.sHome
Marsh Partners Grantee Chapel Hill Marsh R&B Marsh Office Date of Sale 311912003 6/1912003 10/2912002 12/04/2002 Relative Location 6100 ChapelHill 2435 Hebron Pkwy 4600 Preston Park
17,3520 Marsh Lane Size (Acres) 1.360 2.094 6.369 14.654 Size (Square Feet) 59,241 91,200 277,434 277,434 638,327 Sale Price $622,031 $706,800 $1,720,090 $2,671,284 Unit Price $10.50
$7.75 $6.20 $4.18 Financing Condition of Sale Date of Sale Adjusted Price $10.50 $7.75 $6.20 $4.18 Location -15% +10% +10% +10% Physical Characteristics +10% Size -5% +20% +50% Utilities
Zoning Indicated Unit Value $9.45 $8.52 $8.06 $6.69 The estimated value per square foot for the whole subject site is $9.00 per square foot, or $864,189 for the 96,021 square foot whole
site. 3-2 
DISCUSSION OF ADJUSTMENTS TO COMPARABLE SALES The adjustment process is typically applied through either quantitative or qualitative analysis. Quantitative adjustments are often developed
as dollar or percentage amounts, while qualitative adjustments are simply expressed through relative comparison (i.e. significantly inferior). Quantitative adjustments are most applicable
when the quality and quantity of data allows paired sales or statistical analysis. Given the availability of data and imperfect nature of the real estate market, participants most often
rely on relative or qualitative comparisons. Combining the benefits of both qualitative and quantitative analysis, a blended adjustment technique has been used. This is accomplished
through pre-assigning quantitative adjustments for relative comparison. The following chart illustrates the blended adjustment technique. BLENDED ADJUSTMENTS Pre-Assigned Quantitative
Relative Comparisons Adjustment Slight Adjustment 5% Moderate Adjustment 10% Fair Adjustment 15% Significant Adjustment 20% Large Adjustment 25% plus Market participants can often identifY
superior or inferior characteristics when comparing properties. Without paired sales or statistical information, applying quantitative adjustments to reflect the differences is often
problematic or subjective. For this analysis, the above listed quantitative adjustments reflect the need for slight, moderate, fair, significant, or large adjustments. ExpLANATION OF
ADJuSTMENTS FOR WHOLE PROPERTY -LAND The previous sales have all been analyzed and adjusted to provide a value indication for the subject property. The unadjusted unit sale prices range
from $4. I 8/SF to $1 0.50/SF. The unit prices have been adjusted for the factors indicated in the previous table as follows: FINANCING TERtYfS This adjustment is generally applied to
a property that transfers with atypical financing such as having assumed an existing mortgage at a favorable interest rate. Conversely, a property may be encumbered with an above-market
mortgage, which has no prepayment clause or a very costly prepayment clause. Such atypical financing often plays a role in the negotiated sale price. All ofthe sales were cash equivalent
to the seller and no adjustment was required. 3-3 
CONDITIONS OF SALE This category reflects extraordinary motivations ofthe buyer and seller to complete the sale. Examples include purchase for assemblage involving anticipated incremental
value, or a quick sale for cash. This adjustment category may also reflect a distress-related sale, or significant buyer expenditures immediately after purchase. Each ofthe sales were
reported to involve normal market conditions and no adjustment was required. DATE OF SALE Each of the sales occurred during the last year. Therefore, no adjustments are warranted. Ifthe
previous adjustments are required, they are applied sequentially in the order indicated. LOCATION The subject property is located on Midway Road at Keller Springs. Sale I is located
across from a major shopping mall. This location is considered to be superior to the subject and the sale was adjusted downward by 15%. Sales 2 through 4 are located on roadways that
have less traffic than Midway Road. The Midway Road frontage offers superior exposure. Therefore, a a positive adjustment of I 0% was made to each of these sales. PHYSICAL FEATURES The
subject is rated average with regard to shape, topography, soil characteristics and encumbrances. Each ofthe sales except Sale I has relatively similar features. Sale I is an elongated
triangular shape, which results in some unusable area. Therefore, a positive adjustment of 10% was made to Sale I. SIZE The subject has 2.2043 acres. Based on the size of the sales,
the market indicates that a downward adjustment of5% is appropriate for Sale I, a positive adjustment of20% for Sale 3 and a positive adjustment of 50% for Sale 4. UTILITIES Each ofthe
sales have utilities located in immediate proximity or onsite. No adjustment was required to the sales for utility availability. ZONING Each ofthe sales is considered to have reasonably
similar use potential based on the zoning of the sites. No adjustments were required. 3-4 J 
CONCLUSION OF VALUE Before adjustment, the sales had a unit price ranging from $4.l8/SF to $IO.SO/SF. After adjustments, the unit sales price ranged from $6.69/SF to $9.4S/SF with a
mean of$8.18/SF. Sales I and 2 are considered most similar based on size and indicate an adjusted unit price of$8.S2 to $9.4S per square foot. Based on these sales, it is our opinion
that a unit value of $9.00 per square foot is appropriate for the 2.2043-acre subject property. Based on these adjustments the Estimated Market Value for the subject site is $9.00/SF
for the 96,021 square foot site, or: Area Value Estimate Unit Value Estimate 96,021 Square Feet $864,189 $9.00 3-S 
COMPARABLE SALES DATA Sale No.1 Project: CMAQ 12, Midway at KeUer Springs, Project #911835 AddresslLocation: Mapsco Location: Legal Description: Grantor: Grantee: Recording Recorded:
Deed Date: Filed Date: Volume/Page: Actual Sale Price: Special Information on Background of the Sale: Title Company: Type Financing: Lender: Land Size: Improvements: Highest and Best
Use: Zoning/Comments: Date Inspected: Condition of Improvements At Time of Sale: Type of Street: Utilities Available: Comments: 6100 Chapel Hill Plano, CoHin County, Texas 75093 655-Q
(DaHas Book) Part of Lot 2, Block 2, The Shops at WiHow Bend, City of Plano, CoHin County, Texas. WiHow Bend Associates LP Chapel HiH Group, L.L.C. 03/20/2003 0311912003 03/20/2003 2003-0050764
$622,031 or $10.50 per square foot This sale is located across from The Shops at Willow Bend Mall. Republic Title Company of Texas Cash to seller, $479,731 note First American Bank 1.360
acres, or 59,241 square feet Being improved with a medical and office complex. Commercial development RC -Regional Commercial 10/27/2003 No improvements at time of sale Chappel HiH-6
lane concrete paved All D Electric D Gas D Water D Sewer This site was purchased for the construction of office and medical office space. The zoning also allows for retail use. 3-6 
Land Sale 1 Photograph Land Sale 1 Plat Map 3-7 
Land Sale 2 Photograph Land Sale 2 Plat Map 3-9 
e"_ 0 􀁾􀀠􀁾.•􀀮􀀬􀀮􀁾􀁾􀀠COMPARABLE SALES DATA Sale No.3 Project: CMAQ 12, Midway at KeDer Springs, Project #91/835 AddresslLocation: Mapsco Location: Legal Description: Grantor: Grantee:
Recording Recorded: Deed Date: Filed Date: VolumelPage: Actual Sale Price: Special Information on Background of the Sale: Title Company: Type Financing: Lender: Land Size: Improvements:
Highest and Best Use: Zoning/Comments: Date Inspected: Condition of Improvements At Time of Sale: Type of Street: Utilities Available: Comments: 4600 Preston Park Boulevard Plano, Collin
County, Texas 75023 656-V (Dallas Book) A tract of land in the Denton Darby Survey, Abstract no. 260, City of Plano, Collin County, Texas. Dallas Home For The Jewish Aged, Inc. R & B
Capital Partners, L.L.C. 10/3012002 10/29/2002 10/30/2002 2002-0158867 $1,720,090, or $6.20 per square foot This property has frontage on three streets. Republic Title of Texas, inc.
Cash to seller, $2,039,461 note PNB Financial Bank 6.369 Acres, or 277,434 Square Feet. None Commercial development. 0-2 -General Office 10/27/2003 Vacant, undeveloped land Preston Park
Boulevard -2 lane concrete paved Preston Park Court -2 lane concrete paved Old Shepard Place -4 lane concrete paved IZI All D Electric D Gas D Water D Sewer This site was purchased for
the construction of six, 10,000 square foot office buildings. 3-10 
Land Sale 3 Photograph Land Sale 3 Plat Map 3-11 
e: 1:, . 􀁾􀀠􀁾􀀮􀀠􀀢􂂬􀁏􀁆􀀻􀀺􀁾􀀠COMPARABLE SALES DATA Sale No.4 Project: CMAQ 12, Midway at Keller Springs, Project #91/835 AddressfLocation: Mapsco Location: Legal Description: Grantor:
Grantee: Recording Recorded: Deed Date: Filed Date: VolumefPage: Actual Sale Price: Specinl Information on Background of the Sale: Title Company: Type Financing: Lender: Land Size: Improvements:
Highest and Best Use: ZoningfComments: Date Inspected: Condition of Improvements At Time of Sale: Type of Street: Utilities Available: Comments: 17,3520 Marsh Lane Carrollton, Denton
County, Texas 75007 655-8 (Dallas Book) Lot 4R and 10, Block I, Hebron Village Addition, City of Carrollton, Denton County, Texas. Marsh Partoers, Ltd. Marsh Office Partners I, Ltd.
12f09f2oo2 12/04f2002 12/09f2002 2002-157710 and 2002-157733 $2,671,284 or $4.18 per square foot This property is part of a 26.2267 acre development. A smaller site out of the development
with 2.352 acres was also sold to a separate buyer in October 2002 for $7.32 per square foot. This buyer is constructing two 25,000 SF office buildings. Chicago Title Insurance Company
$607,360 note to seller and $14,800,000 note to Bank ofAmerica, N.A. Seller and Bank ofAmerica 14.654 acres, or 638,327 square feet The office building was nearing completion as of the
date of inspection. Commercial development PD -Planned Development 10/27f2003 No improvements at time of sale Marsh Lane -6 lane concrete paved I8l All 0 Electric 0 Gas 0 Water 0 Sewer
This site was purchased by an investment group that will construct a 140,000 SF build-to-suit office building for Carlson Restaurants Worldwide. This will be the Corporate Headquarters
for Carlson, which is most known forit's T.G.I. Friday's restaurant chain. The buyer purchased each lot in a separate deed transaction on the sarne date. Lot 10 has 2.708 acres and Lot
4R has 11.946 acres. 3-12 
Land Sale 4 Photograph Land Sale 4 Plat Map 3-13 
SALE MAP Land Sale 1 3-14 
VALUE OF AREA ACQUIRED Considered as severed land, the Market Value ofthe easement rights and/or fee simple title to the Area Acquired -less oil. gas, and sulphur -is subject to existing
easements, ifany, which are not to be extinguished. Highest and Best Use: As a part ofthe Whole Property Value is: • Based on Value ofWhole Property: t:8l • Independently Derived by
Consideration of: IncomeApproach....................................D CostApproach........................................D MarketDataApproach..............................D $ ___---'N:..::/.:;.,A:..
. $ ____-:N..:;-I;-;A:... $ ____...:N.cc./.:cA:... (Ifindependently derived, provide details on the proper forms on the following pages.) Discussion: The Area Acquired has no self-sustaining
use and its estimated value is based on the value ofthe whole. The area acquired will be used for widening Midway Road, increasing vehicle turning radii and other improvements. BREAKDOWN
FOR COMPUTATION PURPOSES: Contributory Value ofImprovements (Itemized) Concrete Paving $68 Total Contributory Value ofImprovements $ 68 Easement SF @$ -:-,...,.-,:=-__ = $ -----=-=-=Land
Value 1,928 SF@$ 9.00/SF :$ ___----'1'-'..7."'35"'2:.... Total As A Unit, Part to be Acquired .................................... $ ___---'1'-'7.,;;.4"'2""-0 4-1 
VALUE OF AREA ACQUIRED Property Description: The proposed right-of-way acquisition is located along the Midway Road frontage. The acquisition has about 272.27 feet offrontage on Midway
Road and a depth ofabout 1.81 feet at the south comer, increasing to a depth of 18.15 feet at the west comer. The proposed area to be acquired contains approximately 1,928 square feet.
The survey map and legal description ofthe parts to be acquired is shown later in this report. Land Value It has been noted that the size ofthe take is too small to support any development
by itself; however, there is no market evidence to suggest a unit value ofa parcel smaller than the whole subject could command a higher unit value than the whole. For the valuation
of the part to be acquired, it is the appraisers' opinion that the comparable land sales used to estimate the market value for the subject property whole land would be applicable to
the part to be acquired. In the valuation ofthe whole, a unit value estimate 0£$9.00 per square foot was indicated for the fee area. Based on 1,928 square feet in fee ownership, the
land value for the acquisition is estimated at $17,352 (1,928 Square Feet x $3.50/SF). Improvement Value The subject property is currently undeveloped with only minor site improvements.
The only site improvement located in the proposed acquisition is a portion ofa conl.-'l'ete drive isle. Concrete Paving The fee area to be acquired includes approximately 30 square feet
of concrete paving. According to the Marshall and Swift Valuation Service and conversations with contractors, the depreciated cost ofthe concrete is estimated at $2.25 per square foot.
Therefore, the estimated cost ofthe concrete in the acquisition area is estimated at $68 (30 SF x $2.25/SF). A summary ofthe item in the parts to be acquired follows: Item Costs Concrete
Paving !Il6a Total $68 4-2 
PARCEL 2 -SURVEY OF PART TO BE ACQUIRED ;.: er ; 􀁏􀁅􀁖􀁅􀁉􀀮􀁾􀁔􀀠CCIoPMo-Y. N'". VCL. HCCI,jl, PC!, 32G2 O.R.O,('",T, eNot To Stolfi} EXHIBIT "B" KELLER SPRINGS ROAD DAVID MYERS SURVEY
ABSTRACT NO. 923 AU. 􀁾􀁾_IN IU1U:I UNWJ""'-MSU Of.......o lOt ntU I:N'I'I'tII'CnO II I'M' NOtIM .."..,., UMI OfYOLtm'l"M..U'n 􀁕􀁁􀀼􀀮􀁾􀀠........ DISCI:IfonON AI IItI:N IUWI'I' 0..11
MIICWIIK ,'XO",nNlU".. f"W'. UOIND-_...-_... --_.... _.... 􀁾􀀮􀀬􀁟􀁉􀁍􀁉􀀠--III----+iI I I PM<Et. 2 _ SCJI.£ • 10 2' :10 I I . I I I SCIi.£ '" 11 1000 • 'tI'" 􀁾􀀠c''tI. ,.-\9-P. P.'b
. LOT 2 I I MIDWAY PARK NO.2 ADDITION VOL. 83035. PG. 1180 O.R.D.C.T. M Ie F 􀁏􀁅􀁖􀁡􀁏􀁐􀀯􀁁􀁅􀁾􀁬􀁔COIAPNlY.IIlC. Tract II VOL. 90051. PG. 3Z0Z n.R.D.C.T. -...-..._x_._ A PlAT OF A
SURViY OF A 179.12 lIq.m. p,928 S.F.] TllACf OF lAND .........W" mIL .......MTH ,..". II'V4M f'.I#.IIWI:GO .......... .,.....,...,..... 0 "'... 􀀧􀁎􀁏􀁴􀀧􀁾liliiii:"'.. 101_ 􀀮􀁾􀀭􀀭•••
-...ot ___ 􀁁􀁦􀀢􀁾􀀠IN THE DAVID MYERS SURViY . ABSTIIACT HUMIEII 923 AND II!lNO PAIIT OF LOT 2 2 OF THE MIDWAY PAlIK NO.2 ADDnlON CITY OF CARROLTOH DALLAS COUNTY, TEXAS 4·3 
PARCEL 2 -LEGAL DESCRIPTION OF PART TO BE ACQUIRED EXHIBIT "A" County Dallas Page 1 of2 Parcel 2 0-15Highway Intersection of Keller Springs Road at Midway Road June 7,1999 CSJ: Revised:
May 15, 2003 Account: Field Note Description for Parcel 2 BEING 179.12 square meters [1,928 square feet] of land in the David Myers Survey, Abstract No. 923 in Dallas County, Texas and
being a portion ofthat 1.21646 hectares [3.0060 acres] parcel of land as described as Tract II in a deed to M & F DEVELOPMENT COMPANY, INC. (M & F tract) as recorded In Volume 90081,
Page 3202 of the Deed Records of Dallas County Texas (D.R.D.C.T.), said M & F tract being in Lot 2 of the Midway Park No.2 as recorded in Volume 83035, Page 1180 ofthe Map 􀁾􀁥􀁣􀁯􀁲􀁤􀁳􀀠of
Dallas County Texas (M.R.D.C.T.), and being more particularly described by metes and bounds as follows: .BEGINNING at an "X" cut on,concrete found at the southwest comer of said M &F
tract on the existing west right-of-way line of Midway Road, 1. THENCE. North 33 degrees 21 minutes 06 seconds West, along the west property line of said M & F tract and said existing
east right-of-way line of Midway Road, for a distance of 82.987 meters [272.27 feet] to a one-half inch steel rebar with yellow plastic cap marked "A.Z.B." set for the intersection of
said existing east right-of-way line of Midway Road.and the existing south right-of-way line of Keller Springs Road as described in Volume 97009, Page 03547 D.R.D.C.T.; . 2. THENCE,
North 56 degrees 37 minutes 56 seconds East, along said existing south right-of-way line of Keller Springs Road, a distance of 5.533 meters [18.15 feet] to an ·X" cut on concrete set
for comer on the new easterly right-of-way line of MidwlllY Road; 3. THENCE, South 33 degrees 21 minutes 18 seconds East, along the new easterly right-of-way line of Midway Road, for
a distance of 1.182 meters [3.88 feet] to a onehalf inch steel rebar with yellow plastic cap marked "A.Z.B.· set for Comer; 4. THENCE, South 25 degrees 05 minutes 29 seconds East, continuing
along said said new easterly right-of-way line of Midway Road, ill distance of 22.379 meters [73.42 feet] to a one-half inch steel rebar with yellow plastic cap marked "A.Z.B," set for
corner; 5. THENCE, South 31 degrees 39 minutes 26 seconds East, continuing along said new easterly right-of-way line of Midway Road, a distance of 59.687 meters [195.82 feet] to an .X"
cut on concrete set for comer; 4-4 
PARCEL 2 -LEGAL DESCRIPTION OF PART TO BE ACQUIRED EXHIBIT "A" County Dallas Page2of2 Parcel 2. 1)..15Highway Intersection of Keller Springs Road at Midway Road June 7,1999 CSJ: Revised:
May 15,2003 Account: Field Note Description for Parcel 2. 6. THENCE, South 56 degrees 41 minutes 04 seconds West, continuing along said new easterly right-of-way line of Midway Road,
a distance of 0.553 meters [1.81 feet] to the POINT OF 􀁂􀁅􀁇􀁉􀁎􀁎􀁉􀁎􀁇􀁾􀀠The above described tract of land contains 179.12 square meters [1,928 square feet] of land more or less.
A plat of even survey date herewith accompanies this legal description. The basis of bearings for this intersection is the north property line of Volume 97251, Page 2877 D.R.D.C.T. All
dimensions are in meters unless otherwise noted. English units are given for information only. (Joltnp:al1v !;:Ial1le: Am>rlt>1Firln Bt.urlz & Associates, Inc. Date: I271:j L&: A 003
Surveyor's Na :John F: Pierce, R.P.L.S. .Registered Professional Land Surveyor Texas Registration No. No. 2011 I ! . 4-5 
VALUE OF REMAINDER BEFORE ACQUISITION Highest and Best Use: The highest and best use ofthe remainder before is continued use of the existing improvements. BREAKDOWN FOR COMPUTATION PURPOSES:
Contributory Value ofImprovements (Itemized) Site Improvements Not Valued Total Contributory Value oflmprovements $ 0 Easement Value _-;:-:-=::::SF@$ Land Value SF@$--:9'""'.O"'O""';S::::F--Total
Land ...............................􀁾... , ..... ' ......n ............n •••.......n ... $ ___􀀭􀀧􀀸􀁾􀀴􀀡􀀻􀀶􀀢􀀢􀀬􀀸􀀢􀀧􀀳􀀡􀀮􀀮􀀮􀀡􀀮􀀮􀀷􀀠 MARKET VALUE REMAINDER, BEFORE THE ACQUISITION:
$846,837 Discussion: The value ofthe Remainder Before the Acquisition is the mathematical difference between the land value ofthe Whole Property and the land value ofthe Area Acquired.
$864,189 -$17,352 = $846,837. 5-1 
VALUE OF REMAINDER AFTER ACQUISITION Highest and Best Use: The highest and best use ofthe remainder after is unchanged. The area to be acquired represents a portion along the frontage
and there does not appear to be any impact to the functional utility or future development ofthe property. Correlation of Approaches to Value: IncomeApproach..........................................
. 0 $ ____--=Nc::/-"-A=__ CostApproach............................................... 0 $ ___--,,-,---=Nc::/-"-A=__ Market Data Approach.... . . . . .. . .. . . . . . .. .. . .. . .
. . . . . . . . .. I8J $ ___-=8--'-46=.2,.::.:83::...:7'--Discussion of Damaging Influences and Method of Valuation: The utility of the subject site will not be negatively affected after
the acquisition and it is the appraiser's opinion that no permanent damages will have occurred. The same comparable sales used to value the Whole Property were used to value the Remainder
After the Acquisition. Considering the use to which the area acquired is to be subjected, the market value ofthe remainder immediately after the acquisition is. . . . . . . . . . . .
. . . . . . . . . . . . . . .. . . . . .. . . . . . . . .... $ ___--=-84,;,;6:.z,.::,83=-7'BREAKDOWN FOR COMPUTATION PURPOSES: Contributory Value ofImprovements (Itemized) Site Improvements
Not Valued Total Contributory Value ofImprovements $ 0 Easement Value _-;;-::-;;-;:::-SF@$ = $ -----:-,....,...,,-:-::SF@$""9"".0;c:O"'/S""F:---Land Value 94,093 = $ ___---"'84"'6"',8::...37'-Total
Land Value, Whole Property..................................... $ ___--"'84"'6"',8"'3'-"-7 6-1 
ADDENDA 
CERTIFICATION We certify that, to the best of our Imowledge and belief; • The statements offact contained in this report are true and correct. • The reported analyses, opinions, and
conclusions are limited only by the reported assumptions and limiting conditions, and are our personal, unbiased professional analyses, opinions, and conclusions. • We have no present
or prospective interest in the property that is the subject of this report, and we have no personal interest with respect to the parties involved, • We have no bias with respect to the
property that is the subject of this report or to the parties involvcd with this assignment. • Our engagement in this assignment was not contingent upon developing or reporting predetermined
results, • Our compensation for completing this assignment is not contingent upon the development or reporting ofa predetermined value or direction in value that favors the cause of
the client, the amount of the value opinion, the attainmcnt ofa stipulated rcsult, or the occurrence ofa subsequent event directly related to the intended use if this appraisal, • Our
analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards ofProfessional Appraisal Practice. • Donald J. Sherwood,
MAl and Daniel Wright have made a personal inspection of the property that is the subject of this report. • No one has provided significant real property appraisal assistance to the
pcrsons signing this report. • The reported analyses, opinions, and conclusions were developed, and this report has been developed in conformity with the requirements ofthe Code ofProfessional
Ethics and the Standards ofProfessional Appraisal Practice ofthe Appraisal Institute, and the Texas Real Estate License Act. • The use of this report is subject to thc requirements of
thc Appraisal Institute relating to review by its duly authorized representatives. • As of the date of this report, we, Donald J. Sherwood, MAl and Daniel Wright have completed the rcquirements
rcquirements under the continuing education program of the Appraisal Institute. State o/Texas Certification #TX-1320183-G State o/Texas Certification #TX-1329321-G Integra File Number
116-2003-0718 
ASSUMPTIONS AND LIMITING CONDITIONS For the purpose ofthis appraisal, the following assumptions and contingent conditions are made a part hereof: I. This appraisal has been assigned
to this appraiser with the expressed condition that an appraisal be made of the real property taken and the value of any improvements thereon which are materially affected by the proposed
project. It is intended for the sole use ofDallas County. Others may receive a copy ofthis report due to legal requirements of disclosure, but the appraiser does not intend use of this
report by entities other than Dallas County. 2. This appraisal is made for the express purpose of establishing just compensation to the landowner by Dallas County; such compensation
being based on fair market value as defmed elsewhere in this report. 3. Consideration is given to but no responsibility is assumed by the appraiser for matters of a legal character.
The title is assumed to be marketable. The appraiser has not made a survey ofthe real estate and does not assume responsibility for accuracy thereof. 4. While it is believed the information,
estimates and analysis contained herein are correct, the appraiser does not guarantee them and assumes no responsibility for errors in fact, analysis or judgment. Information furnished
by others is believed reliable and has been verified where possible but it is not guaranteed to be accurate. 5. Information obtained from the flood prone maps prepared by the U. S. Corp.
of Engineers or other appropriate entities is assumed to be accurate. 6. If condenmation proceedings become necessary, this appraiser will testify to an updated opinion reflecting the
value ofthe part taken considered as severed land, the value ofthe entire remainder prior to the taking and the value of the entire remainder after the taking, reflecting any change
in the size or character ofthe land and/or changes in number and/or conditions ofthe improvements located thereon. 7. The appraiser has no interest either real or implied in the subject
property and his opinion ofvalue was not prejudiced by any influence other than that exerted by the normal procedure of appraisal. 8. The values stated herein are estimates. The appraiser
makes no guarantees written or implied, that the subject will sell for the value stated. 9. The supplied information indicates the size of the Whole Property, the Proposed Acquisition
and the Remainder Property. The appraiser used this information, which is assumed to be correct, to value the subject property. 10. The appraiser has made no investigations into the
presence or absence of hazardous materials. The appraiser is not qualified to detect hazardous material and assumes no liability in such regard. Environmental liability may greatly affect
the value of the property and should be determined by a competent environmental professional. II. The State ofTexas does not have full disclosure laws regarding real estate transactions.
Therefore the appraiser had to confirm all sales with brokers, property managers, mortgage brokers, grantors, grantees and other parties familiar with the transaction. The appraiser's
results are limited by the accuracy ofthe information supplied by the aforementioned individuals. 
12. Appraisers for Dallas County are required to estimate values of fractional portions of ownership and establish compensation for property taken for public use. If any part of the
Uniform Standards of Professional Appraisal Practice is contrary to the policy of Dallas County, the policy ofDallas County shall prevail, but only for that part of the USP AP that is
directly affected under the Jurisdictional Exception clause. 
EXPERIENCE: PROFESSIONAL ACTIVITIES: EDUCATION: PROFESSIONAL QUALIFICATIONS OF DONALD J. SHERWOOD, MAl Managing Director of the Fort Worth office of Integra Realty Resources DFW, LLP,
a full service real estate consulting and appraisal firm. Mr. Sherwood has heen an appraiser of all types of real property since December 1978. Mr. Sherwood has performed appraisals
on various properties including, but not limited to, shopping centers, apartment complexes, industrial facilities, a nuclear bomb storage site, an air force base, automobile race track,
raw and developed land, office complexes, motels, hotels, marinas, cemeteries, bowling alleys, amusement parks and mixed use developments. He is qualified in Federal and Texas State
Courts as an expert on real estate values. He was appointed Special Commissioner for CountyDistrict Court in 1980. He served as a member of the Tarrant Appraisal District Review Board from 1984 to 1986. As a graduate student, he spent one and a half years as a research assistant
involved in real estate research for the Texas Real Estate Center at Texas A&M University. He was a staff appraiser with James K. Norwood, Inc. from 1978 to 1986. In 1986, he opened
the firm of Sherwood & Associates. In 1996, Mr. Sherwood merged his firm with Loughry Appraisal Company, Inc. to form AppraisallData Services, which later merged with Dallas-based LamBis
Consulting to form Integra Realty Resources DFW. • Member: Appraisal Institute Designated MAl (Member of Appraisal Institute), Certificate No. 6791 President ofCentral Texas Chapter,
1989-1990 Member ofNalional Faculty Member: International Right-of-Way Association President of Chapter 36, 1998 Professional ofthe Year, 1998 Member ofNational Faculty Member: Society
of Texas A&M Real Estate Professionals Vice President 1979, 1980 Member: Fort Worth Board ofRealtors Member: Board ofGovernors, Society ofCommercial Realtors Adjunct Professor: Texas
Christian University, Department ofFinance Licensed: Texas Certified General Appraiser (TX-1320 1 83.0) Licensed: Texas Real Estate Broker (214402) Certified: Currently certified by
the Appraisal Institute's program ofcontinuing education for its designated members. Bachelor ofBusiness Administration Southwestern University, Georgetown, Texas 1976 Master ofAgriculture,
Specializing in Land Economics & Real Estate Texas A&M University, College Station, Texas 1978 Successfully completed numerous real estate related courses and seminars sponsored by the
Appraisal Institute, accredited universities and others. 
TEXAS APPRAISER LICENSING AND CERTIFICATION BOARD BE IT KNOWN TIMT DONALD JAMES, SHERWOOD HAVING PROVIDED SATJSFACl'ORY EVIDENCE OF TRE QU4LlFIC4TlONS RllQUJRED BY THE T/lKrIS APPIWSER
UCENSfNQ AND CERTIFICATIONACT, AR'flCLE 657Xt.Z, VERN9N'S TEXAS CIViL STATVTES, IS AUTHORlZED ro USE.7'HE TiTLE STATE CERTIFIED GENERAL REAL ESTATE APPRAISER Number: TX-1320183.v Dab:)
of lss.ue.: M!trch 25, 2003 Date of Expiration; March 31, 2005 In Witness 17umtoj L. W. (Way..) MaYQ. Cliair ElroyCamm D<>uglas OtdmiJron Ted WIliIUl.r. Vice-Cbair Dona S, Scurry, Se.tewy
P.triokH, Cordero. Jr'. William A. Faulk, Jr. Jame, M. Syn.w!i;., SbideyWard 
PROFESSIONAL QUALIFICATIONS OF DANIEL PAUL WRIGHT EXPERIENCE: Senior Analyst of the Fort Worth office of Integra Realty Resources DFW, a full service real estate consulting and appraisal
firm. Mr. Wright has been an appraiser of all types of real property since September 1995. Mr. Wright has performed appraisals on various properties including, but not limited to, shopping
centers, apartment eomplexes, industrial mcilities, raw and developed land, office towers and complexes, motels, hotels, and mixed-use developments. He is qualified in Texas State Courts
and an expert on real estate values. He has acted as a brolrer in real estate transactions, provided consultation and feasibility studies, and has worlred extensively on complex eminent
domain assignments of all types of properties. Mr. Wright has worlred on valuations of utility corridors, easement interest, partial interest, and undivided interest. Mr. Wright is a
1995 graduate from the University of North Texas wi!h a specialization in Real Estate. During college, Mr. Wright worked with the Real Estate and Finance Department as a director of
the Real Estate Club. Currently, Mr. Wright • is an advanced candidate progressing toward obtaining the MAl designation with !he Appraisal Institute. PROFESSIONAL ACTIVITIES: Licensed:
Texas State Certified General Real Estate Appraiser Certifica!eNo. TX-1329321-G Licensed: Texas Real Estate Broker License No. 0446939 Member: Intemational Right-of-Way Association (IRWA)
Chapter 36 Vice President 2003-2004 Chapter 36 SecretaIy 2002-2003 Chapter 36 Education Chair 2000-2003 Region II Education Chair (IX, LA, OK, AR, NM) Member: Greater Fort Worth Board
ofREALTORS® Member: Associate member of!he Appraisal Institute EDUCATION: Bachelor of Business Administration University ofNorth Texas, Denton, Texas 1995 Master ofBusiness COUJSework,
Specializing in Real Estate University ofNorth Texas, Denton, Texas 1997 Successfully completed numerous real estate related courseS and seminars sponsored by the Appraisal Institute,
accredited oniversities and others. PUBLICATIONS & ARTICLES: Convenience Stores Face Tough Markets -Fort Worth Star Telegram, February 17,2003. 
TEXAS APPRAISER LICENSING AND CERTIFICATION BOARD BE IT KNOWN THAT DANIEL PAUL WRIGHT HAVING PROVIDED SATiSFACTORY EVIDENCE OF THE QUAliFICATIONS REQUIRED BY THE TEXAS APPRAISER UCENSING
AI'<D CERTIFICATION ACT, ARTICLE 65730.2, VERNON'S TEXAS CIVIL STATurES, IS AllTllOlllZED TO USE TFlE TITLE STATE CERTIFIED GENERAL REAL ESTATE APPRAISER Number: TX-1329321-G Date oflssue:
February 25, 2002 Date of Bxpiration: Man:h 31, 2004 11/Witness Thereof M. S)"ll.lttSke, . air L. W. (Wayne) Mayo, Vice-Ctmir. Elroy C3Tson.. SL'Crctary P:nrick H. Cordc:ro. Ir, Douglas
Oltlmixoll WilJibfH A. r:rull.:, Jr. Dona S. Scurry James M, SynlUzsk.e, Clmir Benjamin E. Blinlelt Debra S. Runyan 
.. 􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭..􀁾􀀠􀁾􀁾􀀭􀀭􀀭􀀮􀀠DALLAS COUNTY PUBLIC WORKS APPROVED VALUE SHEET REVISED . Project Namel# CMAQ 12, Midway @Keller Springs Road . Review Board Date 12119/03
Owner-Name M&F Development . Appraisal # 0'012.0, Address' 13355 Noel Road # 1315 Appraiser Donald J. Sherwood, MAl Dallas, Texas, 75240 Parcel No. 2 I. GenerallnfonmatiQJ1 -Whole Property:
Presen!Zoning: PD-096-033 Present Use: Vacant Highest and Best Use: Industrial or Commercial Size: 2.2043 Acre{s) 96,021 .Sq. Ft. Property Shape: Irregular II. Acquisition in Fee: Is
􀁁􀁣􀁱􀁵􀁩􀁳􀁩􀀮􀁴􀁩􀁯􀁾􀀠a BISECTION? No Category Land: 1,928 Sq. Ft. @$9.00 Per Sq. Ft. = $17,352 Total Land I. = $17,352 Improvement Value Retention Value Concrete $68 $1 Totallmprovementa
= $68 $1 Sub Total: Fee Acquisition $17,420 Ill. Penmanent Easement Land: Sq. Ft. @Per Sq. FI. = $0 Improvement Value Retention Value 􀁾􀀠􀀮􀁾􀀠Total Improvements = . $0 $0 Sub Total:
Penmanent Easement = $0 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭IV. Temporary Easement Land: Sq. Ft.
@Present Value of Annual Pymts $0 Improvement Value Retention Value $0 $0 􀁾􀀠􀁾􀀠Total Improvements =. $0 $0 Sub Total: Temporary Easement ::: $0 V. Relocation Allowance Improvement
Amount 􀁾􀀠T oIal Relocation = $0 Sub Total: Relocation Allowance = $0 VI. Damages AIl10unt Cost to cure 􀁾􀀠Total Damages = $0 Sub Total: Damages = $0 TOTAL COMPENSA nON (II + III +
IV +V +VII -$17,420 VII. REMARKS: Approved as written. Revised from last·Review Board dated 12110101 in the amount of $141,145 and original appraisal amount of $304,585. . 
" TRANSMITTAL OF ADDENDUM 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠INSTRUCTIONS:
Acknowledge receipt of Addenda in Proposal, on outer envelope of bid AND WITH THE FORM BELOW FAXED TO (972) 450-7096 upon receipt **************......... **.******** ... * * **********'
** '" '" '" *******"**'" '" '" *************􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀠 Addendum Acknowledgment FAX to (972) 450-7096 I Acknowledge the receipt ofAddendum No" 1 Town of: ADDISON, TEXAS Project
Name: 02-09 Nile Properties Deomolition By Facsimile Transmission on this date: November 2001 Contractor's Signature Company Name E-Mail Address: "PLEASE SIGN & FAX THIS PAGE BACK TO
TOWN OF ADDISON" (as verification that you received this Fax) 972-450-7096 TotaINumber of Fax Pages: 5 02-02 Landscape & Irrigation Improvements Addison Dog Park AddendumNo.l 
ADDENDUM NO.1 NILE PROPERTIES DEMOLITION Bid 02-09 November 27, 200 I To: All Bidders This addendum becomes a part of the "NILE PROPERTIES DEMOLITION" plans and specifications. Page
PF·2 of the contract documents must be filled out by the bidder acknowledging the receipt of this addendum. Bids will not be accepted if the above instructions are not followed. All
provisions of the original ''NILE PROPERTIES DEMOLITION" plans and specifications shall remain in full force and effect, except as modified by this addendum No. I MODIFICATIONS TO THE
SPECIFICATIONS: I. The date and time of the bid opening has been changed from 2:00 p.m. on Tuesday, November 27, 200 I to 10:00 a.m. on Monday, December 3, 2001. MODIFICATIONS TO THE
PLANS: I. Full depth saw cuts are called for on the parking area along the South and West sides of the project. It was noted during the site visit that there are. existing cold joints
in these areas. The successful bidder will be allowed to. remove the existing pavement up Jo,the cold joints in these . two locations, therefore negating the need for full depth saw
cuts along these two sides. This modification does not change the status ofsaw cuts at other locations on the project. ADDITIONAL INFORMATION: I. Attached to this Addendum No. I is the
"Summary of Asbestos Findings" as prepared by ETl Environmental Services dated November 26, 2001. The Town of Addison will require the successful bidder to follow the recommendations
of the report. The full report may be viewed at the Town of Addison's Service Center, located at 16801 Westgrove Drive, Addison, Texas. Contact Mr. Luke Jalbert at 972·450·2860 to set
up an appointment. 02·09 Nile Properties Demolition Addendum No. 1 • 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 Fax (972) 279-6063 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Gentlemen: As authorized, an asbestos
inspection was performed on an office warehouse building located at 15109-15115 Surveyor Boulevard in Addison, Texas on November 14,2001, by Eddie Taw of ETI Environmental Services.
Results of the inspection and laboratory analysis of bulk samples collected during the inspection are presented herein. Asbestos-containing materials (ACM) as defined by State and Federal
regulations are any materials with an asbestos content greater than one (>1 %) percent. Non-asbestos containing materials are any materials with an asbestos content of less than one
«1%) percent, and is not regulated under any current Federal, State or Local regulations. SUMMARY OF ASBESTOS FINDINGS 08 -Sheet Floor Covering Approximately 158 square feet of sheet
floor covering located in the Men's and Women's Restrooms of 15111 Surveyor Blvd., as noted on the Location of ACM Drawing, contains about 65% chrysotile asbestos in the backing material.
This material is classified as Category I Non-friable Materials under NESHAP regulations, and it is in good condition. RECOMMENDATIONS ETI Environmental Services recommends that the
158 square feet of asbestoscontaining floor covering located in the Men's and Women's Restrooms in 15111 Surveyor remain in place for planned demolition activities and disposed of as
construction debris. 02-09 Nile Properties Demolition Addendum No. 1 
INSPECTION AND SAMPLING PROCEDURES All areas of the building were accessible for inspection. A Building Description and a Summary of Homogeneous Areas obtained during the inspection
are presented herein. ETI Environmental Sel'lices used a random convenience sampling strategy in order to collect all representative samples of suspect materials, both friable and non-friable.
Sample locations were marked with paint or markers, and photographs were taken at each sample location. The Approximate Sample Location Drawing shows the location of each sample taken
during the inspection process. Results of the inspection that identifies sample locations, condition of suspect materials, and asbestos-containing materials present are presented on
the Sample and Hazard Assessment Summary. Assessments of each homogeneous area were made using the NESHAP Regulations and definitions under 40 CFR Part 61. Asbestos bulk samples were
submitted to a qualified independent laboratory, Steve Moody Micro services, Inc., for analysis. The results of these analyses are presented herein. We thank you for this opportunity
to be of service to the Town of Addison. Please call us if you have any questions or need further information. Respectfully submitted, ETI ENVIRONMENTAL SERVICES Dianne K. Woo Asbestos
Consultant 02-09 Nile Properties Demolition Addendum No. I 
END OF ADDENDUM The undersigned bidder hereby certifies the Addendum No.1 has been incorporated into the contract and if accepted becomes part of the contract. By:_________________________

l \ r'l ( f l . ,:,. l , L c L. ,.' F: 􀁾( L r' , to; \ t· r I ( . . i I I" TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS NILE PROPERTIES DEMOLITION 􀁾􀀭􀀭􀀭-.--J!:r
N o F HNTB Corporation 5910 Plano Parkway, Suite 200 Plano, TX 75093 November, 2001 II 
[ , ,. 􀁾􀀠l [" Section AB [ : Section mU SectionPF SectionCA ! ( SectionPrB SectionPyBL t : SectionMB I ' \ Section BP L r . Section GP, ,, Section SP ... Section T r AppendixL TABLE
OF CONTENTS Advertisements for Bids Instruction to Bidders Proposal Form Contract Agreement Performance Bond' Payment Bond Maintenance Bond Contractor's Affidavit ofBills Paid General
Provisions Special Provisions Technical Specifications Sample ofTexas S'ales Tax Exemption Certificate 1;1 Stormwater Pollution Prevention Plan " 􀁾􀁬􀀠L .> [.F ' 1;1 "Standard Specifications
for Public Works Construction, Third Edition, North Central L Texas Council ofGovernments, Current Edition (Separate document not furnished). ( l , !. .f,L.. Toe-l 
1 l , " I ,l · ,'·1' " 1 J SGUllIO.!l.1N:tIW:tlSI.LlI:tIAGV {IV NOI.L;):tIS , ) , ) I , J " I , · I I · I i , I :.-; I d. 
r ' l : ., [ ", SECTIONAB ADVERTISEMENT FOR BIDS [ f' . f' 1. Sealed bids addressed to the Town of Addison, Texas, for the Building Demolition, Pavement Removal, Grading, and Restoration
for the NILE PROPERTIES DEMOLITION L for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, (.,. specifications and contract documents prepared by HNTB
Corporation, will be received at the office of Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, t _ Addison, Texas until 2:00 p.m. on the 27th day of November,
2001. Bids received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. , "i . 2. The contractor shall identify his bid
on the outside of the envelope by writing the words NILE PROPERTIES DEMOLITION. f : 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state ( ,
bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable iL_
surety company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its r', authorized
agent as a guarantee that the bidder will enter into a contract and execute a , Performance Bond within ten (10) business days after notice of award ofcontract to him. <r 4. Plans, specifications
and bidding documents may be secured beginning at 9:00 A.M. on 􀁾􀀠the 9th day of November, 2001 from Minok Sub Purchasing Coordinator; Finance L· Building, 5350 Belt Line Road, Addison,
Texas. The first set will be available at no charge and any additional sets may be obtained for a non-refundable sum of$20.00 per set.' r l 5. The right is reserved by the Mayor and
the Town Council as the interest of the Town may require to reject any or all bids and to waive any informality in bids received. f 6. The Bidder (Proposer) must supply all the information
required by the Proposal Form. l 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be L required by the Owner; each Bond shall be in the amount of 100%
of the total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as , a Surety. The performance and payment bonds shall name the Town of
Addison as obligee (or such other entities as may be designated at the time a contract is executed). ) l 8. For information on bidding or to secure bid documents, call Minok Suh, (972)
450-7091. For information on the work to be performed, call Steven Z. Chutchian, P.E., Assistant City I Engineer, (972) 450-2886 or Jerry D. Holder, Jr., P.E., HNTB Corporation, (972)
661L 5626. ! l, 9. This project consists of providing Building Demolition, Pavement Removal, Grading, and 􀁌􀁾􀀠Restoration as shown on the plans and in accordance with these specifications.
10. A Pre-Bid Meeting will be held at 2:00 p.m. on the 20th day of November, 2001 at the the Addison Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972·450-2871. All bidders
are required to attend. A one-hour tour of the building to be demolished , will be conducted at this time to allow the contractors to evaluate tlie structure. !. AB-2 
\, I ...1 I .. ) 1 .1 J Sll:!lUm9: OJ.. NOIJ..;)allJ..SNI HI NOIJ..;):!IS ) · j I , j " ; \ · ) I ·.,-) · 1 
I' SECTIONIB INSTRUCTIONS TO BIDDERS • f· ;\ . A. PROJECT: NILE PROPERTIES DEMOLITION, in the Town of Addison. r"· t. The bids will be evaluated as stated in Section "0" of the instructions
to Bidders.i 􀁾􀀠( , B. PROJECT DESCRIPTION: This project consists of Building Demolition, Pavement (, Removal, Grading, and Restoration· as shown on the plans and in accordance with
these specifications. f C. PROPOSALS: Proposals must be in accordance with these instructions in order to receive i consideration.L D. DOCUMENTS: Documents include the Bidding Requirements,
including ther Advertisement for Bids, these Instructions to Bidders, Proposal Forms, Contract Agreement, ( -' General Provisions, Special Provisions, Technical Specifications, Drawings,
and Addenda ( which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed andlor obtained under the terms and conditions set forth in the Advertisement
for ( Bids, Section AB ofthis Project Manual. f E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine -the Bidding Documents and the construction site to obtain first-hand
knowledge of the scope and "'l the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor, by , submitting a proposal to perform any portion of the Work, represents
and warrants that he :; has examined the Drawings, Specifications (project Manual) and the site of the Work, and t .. from his own investigation has satisfied himself as to the scope,
accessibility, nature and location of the Work; the character of the equipment and other facilities needed for the r performance of the Work; the character and extent of other work to
be performed; the local ld conditions; labor availability, practices and jurisdictions and other circumstances that may affect the performance of the Work. No additional compensation
will be allowed by the I ! Owner for the failure of such Contractor, Subcontractor or Sub-subcontractor to inform himself as to conditions affecting the Work. A Pre-Bid Meeting will
be held at 2:00 p.m. on L the 9th_day of November, 2001 at the Addison Service Center, 16801 Westgrove Drive, ( Addison, Texas 75001, 972-450-2871. All bidders are required to attend.
A one-hour tour of the building to be demolished will be conducted at this time to allow the contractors L to evaluate the structure. An asbestos report will be available to bidders
at that time. r ,; -F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed Contract is in doubt as to the meaning of any part of the Drawings,
Specifications (project Manual) or other proposed Contract Documents, he may submit to the !, L Consultant, not later than seven (7) calendar days prior to the date set for opening bids,
a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient time for a reply to reach them before preparing their bids. Any interpretation
or clarification will be in the form of an Addendum duly issued. No alleged verbal l . interpretation or ruling will be held binding upon the Owner. G. SUBSTITUTIONS: Conditions governing
the submission of substitutions for specific materials, products, equipment and processes are in the Special Provisions. Requests for substitutions must be received by the Consultant
seven (7) calendar days prior to the established bid date. ffi-2 
! f ' H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the r Documents during the bidding period will be issued in the fotm of Addenda and a copy
of such Addenda will be mailed, faxed or delivered to each person who has been issued a set of the Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract
c' Documents, and receipt of them shall be acknowledged in the Bid Fotm. All such .L interpretations and supplemental instructions will be in the fotm of written addenda to the contract
documents which, if issued, will be sent by telegram, certified or registered mail, or hand delivered to all prospective bidders (at the respective addresses furnished for such purposes)
not later than three (3) calendar days prior to the date fixed for the opening of bids. t . If any bidder fails to acknowledge the receipt of such addenda in the space provided in the
'bid fotm, his bid will nevertheless be construed as though the receipt of such addenda had f, been acknowledged. t ; L I. COMPLETION TIME: A reasonable completion time has been established
by the Owner "'"': and is described in more detail in Section 'Q'-CONSTRUcrION SCHEDULE.L ( J. PREPARATION OF BIDS: Prices quoted shall include all items of cost, expense, fees and charges
incurred by, or arising out of, the perfotmance of the work to be perfotmed under the 􀁾􀀠Contract. Bids shall be submitted in duplicate and shall be signed in ink. Any bid on other
\., than the required fotm will be considered infotmal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder. Bids containing
r any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind L may be rejected as infotmal. The prices should be expressed in words and figures or
they may be deemed informal and may be rejected. In case of discrepancy between the prices I[ ., written in the bid and those given in the figures, the price in writing will be considered
as as the, bid. ' Failure to, submit all requested infotmation will make a bid irregular and subject toL rejection. Bids shall be signed with name typed or printed below signature, and,
if a e . partnership, give full name of all partners. Where bidder is a corporation, bids must be r signed with the legal name of the corporation followed by the name of the state of
t incorporation and the legal signature of an officer authorized to bind the corporation to' a contract.\ . L L K. SUBMITTAL OF BIDS: Sealed proposals will be received at the time, date
and place stated in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Fotms fumished by the Consultant. Sub,mit proposal in an opaque, sealed envelope addressed
to the Owner and plainly mark on the outside of the envelope the project name, and the name and address of the bidder. The envelopes shall be marked with the following project names:
\ L Nile Properties Demolition I t 'L. 􀁾􀀬􀀧􀀠The Bid Bond must be completed and signed by each bidder and submitted with the bid. , Submit Bids by mail or in person prior to the time
for receiving bids set forth in the Advertisement for Bids issued by the Town. Demolition Contractor shall provide with his , bid, the names. addresses and phone numbers for references
associated with at least three ' [ building demolitions conducted in the last five years. ,, { IB-3 \ l 
\' l ("3 L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, l bids may be withdrawn or modified. Bids may be modified only on the official bid form and must
be signed by a person legally empowered to bind the bidder. No bidder shall modify, i ' withdraw or cancel his bid or any part thereof for sixty (60) calendar days after the time (,
agreed upon for the receipt ofbids. f ' .L M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before or after the opening, upon evidence of collusion with intent
to defraud or other illegal practices r·'· relating to this proposal upon the part of the bidder. :. : 1 '--" ".. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance,
the selected bidder shall, within five (5) calendar days, submit the following: i " : ,., 1. A designation of the portions of the Work proposed to be performed by the bidder '.,, with
his own force. ' f (' 2. A list of names of the subcontractors or other persons or organizations, including those who are to fumish materials and equipment fabricated to a special design
! \. proposed for such portions of the, Work as may be designated in the Bidding Documents or as may be requested by the Consnltant. The bidder will be required to establish to the satisfaction
of the Owner and the Consultant the reliability and , responsibility of the proposed Subcontractors and suppliers to furnish and perform the Work. { O. A WARD: The Owner reserves the
right to accept any or to reject any bids without ,.l compensation to bidders and to waive irregularities and informalities. r"-. 􀁾􀀠 The Consnltant, in making his recommendation, will
consider the following elements: L. 1. Whether the bidder is a contractor with experience in the type of work involved. <' 2. Whether the bidder has adequate plant, equipment and personnel
to perform the work \ t .. properly and expeditiously. 3. Whether the bidder has a suitable financial status and reputation for meeting' obligations incident to work of the kind specified.
L L Alternate items mayor may not be awarded. Addition or deletion of other items or schedules will be governed by NCTCOG, Item 1.37 "Change or Modification of Contract". r L ",I P.
EXECUTION OF THE CONTRACT: The successful bidder will be required to enter into a contract with the 'Owner within ten (10) business days of notice by the Owner that his bid has been
accepted. Failure to enter into a contract within the established time limit shall be considered grounds for forfeiture of the bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire
to have the project completed in as short a time as possible. The number of calendar days lor completion of the project will begin' with the date specified in the Notice to Proceed.
The Notice to Proceed will be issued ! in a manner to facilitate a smooth construction of the project. The Contractor shall begin i construction within five (5) calendar days of the
issuance of the Notice to Proceed." . \ . ! ID-4 ( l 
r-' ! ,. \ j' r' , t f I... '. r,,, r " " r'i,,-.:. ,, L ( ( L. l f ( L \' ,f " , L In no instance shall the number of calendar days for completion of the work measured from the 'Notice
To Proceed' exceed 75 calendar days. R. LIQUIDATED DAMAGES: The time of completion is of the essence for this contract. Not withstanding any other provision of the Documents comprising
the construction contract for the Nile Properties Demolition project, for each calendar day that any work shall remain uncompleted after the time specified as described in the "Instruction
To Bidders, Section "Q", Construction Schedule", proposal and the contract, or the increased time granted by the Owner, or as equitably increased by additional work or materials ordered
after the contract is signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor: $500 per Calendar Day The sum of money thus deducted
for such delay, failure or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor
shall be in default after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by and between Owner and Contractor because of the impracticability
and extreme difficulty of fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amounts of damages which the Owner would
sustain and which shall be retained from the monies due, or that may become due, the Contractor under this contract; and ifsaid monies be insufficient to cover the amount owing, then
the Contractor or his surety shall immediately pay any additional amounts due. If the Contractor finds it impossible, for reasons beyond his control, to complete the work within the
contract time as specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions. In the case of any conflict, the terms of this
paragraph regarding liquidated damages shall control. S. FORM OF CONTRACT: The contract for the construction of the project will be drawn up . by the Owner. A sample form of agreement
is included in the Contract Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond will be required by the Owner, The performance and
payment bonds shall name the Town of Addison, and others as directed by the Town, as joint obligees. Sample forms have been included in the Performance Bond, Payment Bond and Maintenance
Bond sections. (Contractor shall confinn the legal names of obligees prior to execution of Bonds.) U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check
upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount
from a reliable surety company licensed to do business in the State of Texas as a guarantee that the bidder will enter into a contract and execute a Performance Bond and Payment Bond
within ten (10) calendar days after notice of award of contract to him. Such checks or bid bonds will be returned to all except the three lowest bidders within three (3) days after the
opening of bids, and the remaining checks or bid bonds will be returned promptly after the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar
days after the date of the opening of bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. V. RESOLUTIONS: If the
bidder is a corporation, a copy of the resolution empowering the person submitting the bid to bind the bidder must be included with the bid. IB'S f l 
r ' I r W. CONSTRUCTION STAKING: Construction staking will not be provided by the Owner. Benchmarks and Horizontal Control are shown on the plans. There is no separate bid item for staking,
therefore. the contractor must include value for staking in his bid. I . ( X. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item 1.51.4 of the North Central
Texas Standard Specifications for Public Works Construction ( (3rd Edition) including all Amendments and Additions. Prior to final payment the Contractor .(; shall provide the Owner
with the following items: , 1. A Contractor's Affidavit of Bills Paid in accordance with Section BP. 2. A Consent of Surety Company to Final Payment. r " j 3. A complete set of record
plans which indicate all construction variations from the L original construction documents in accordance with Item 5 of the Special Provisions. ,...,. \. 4. A one (1) year Maintenance
Bond in accordance with Section MB.L I" Y. PREVAILING WAGE RATES: Wage rates paid on this project shall not be less than I: specified in the schedule of general prevailing rates of per
diem wages as attached in the 􀁾􀀠-" Special Provisions. r j,-.. 1, ( l I \. . ! . l , I, "'.J l . ( r I c. ( IB-6 􀁾􀀮􀀭􀀬􀀠
hid ) \ 1 . ; , 1 W}JO.!l'IVSOdOHd .!Id 􀁎􀁏􀁉􀀮􀀮􀁌􀀻􀀩􀁾􀁓􀀠.J { .• J i, \. , i \ ._} 
, ' ."""! f . .􀁴􀁾􀀠( , , ,.', .L C ! ' I ' r :: & r"'t" t: c f [ j \ " .L 1 ;k.: \ SECTIONPF PROPOSAL FORM TO:, The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen:
_____,,20_ The undersigned bidder, having examined the plans, specifications and contract documents, and the location of the proposed work, and being' fully advised as to the extent
and character of the work. proposes to furnish all equipment and to perform labor and work necessary for completion of the work described by and in accordance with the Plans. Specifications
and Contract for the following prices, to wit: Signed By: ___________􀁾􀀠ACKNOWLEDGEMENT OF ADDENDA: The Bidder acknowledges receipt of the following addenda: Addendum No.1 Dated: _________
Addendum No.2 Dated: _________ Addendum No.3 Dated: _________ Addendum No.4 Dated: _.________Addendum No.5 Dated: _____-,-___ Addendum No.6 Dated: ________--:PF-2 i 
,," PROPOSAL FORM Place ______________ Date ______________ Proposal of ,a Corporation organized and existing under the laws of the State of_______________, OR \ Proposalof___________________________,
a partnership consisting of\ \ and ___________________________________, (, , OR ( Proposal an individual trading as _________________________' <' TO: Town ofAddison, Texas 􀁾􀀮􀀠k 􀁾􀀮􀀠Sealed
bids addressed to the Town of Addison, Texas, for the Building Demolition, Pavement v' Removal, and Grading for the NILE PROPERTIES DEMOLITION for the Town of Addison, I." Texas, hereinafter
called "Town", in accordance with the plans, specifications and contract 􀁾􀀮􀀠documents prepared by HNTB Corporation, will be received at the office of Minok Suh, 􀁐􀁵􀁲􀁣􀁨􀁡􀁳􀁩􀁮􀁾􀀠Coordinator,
Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. j on the 27' day of November, 2001. Bids received by the appointed time will be opened and read l, aloud. Any bids
received after closing time will be retorned unopened. unopened. t {. The undersigned Bidder, having visited the site of the work, having examined the Plans and 'L Specifications, and
other Contract Documents, including all Addenda, and being familiar with an , I of the conditions relating to the proposed project, hereby proposes to furnish all material, supplies,
( equipment, and appliances specified for the project and to furnish all labor, tools, equipment and incidentals to complete the work in accordance with the Specifications, and other
Contract t Documents at and for the following lump sum price: '/;• COMPLETED PROJECT: $ WRITTEN IN WORDS: The undersigned Bidder agrees to begin work within ten (10) calendar days after
the Notice to Proceed is issued and complete the work within seventy-five (75) calendar days. PF-3 
I 1" ( ( : The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days [ after the opening of the bids. In submitting this bid, it is understood
by the undersigned Bidder that the right is reserved by the (' i,U Town ofAddison to reject any and all bids. Name of Bidder " By: __􀁾__________________________________________________
I "" (Signature) I .{. 􀁾􀀠{ , (print Name and Title) I " Witness:'_________________-:-____________ fd (Signatl1re) L ( (Office Address of Bidder) Bidder's Tax I.D. No. or Employer No.
i..:. SEAL (If Bidder is a Corporation) NOTES: Sign in ink. Do not detach. 􀁾􀀠2 'L r," 􀁾,L , ' i ' ' 􀁾􀀢􀀠Wi, 􀁾􀀠[" 􀀬􀁾􀀻􀀮􀀠􀁾􀀼􀁩􀀠(" l . r \ , , { . ;, . PF4 " L " 
V:J NOIJ..:J':!IS · 1 ; • J .... ,i . :;, ; ) \ • J , I I· , · 1 1 .. J 
r : 1 (' SECTIONCA CONTRACT AGREEMENT [ , ( STATE OF TEXAS ( COUNTY OF DALLAS r L THIS AGREEMENT is made and entered into this __ day of , 20_, by and between the Town ofAddison, ofthe
County ofDallas and State ofTexas,{ ,I acting through its Mayor, thereunto duly authorized so to do, Party of the First Part, , , hereinafter termed the OWNER, and of the City of ' _________-:=----"
County , State of " _________, Party ofthe Second Part, hereinafter termed CONTRACTOR. 􀁾􀀠" WITNESSETII: That for and in consideration of the payment and agreement hereinafter e . mentioned,
to be made and performed by the OWNER, the said CONTRACTOR hereby \ agrees with the said OWNER to commence and complete construction of certain improvements as follows: , Nile Properties
Demolition and all extra work in connection therewith, under the terms as stated in the General and 􀁾􀀠Specific Provisions of the AGREEMENT; and at his own proper cost and expense to
furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, f
l in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions.
Special Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the r OWNER, each
of which has been identified by the endorsement of the CONTRACTOR L \' . and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of which
are made a part hereof and collectively evidence and " constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days [ after the date ofwritten
notice to do so shall have been given to him, and to substantially { compete the work within 50 days after he commences work, and to complete aU work'", 􀁾􀁾􀀠within 75 days after the
date of written notice, subject to such extensions of time as are provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR $ in current funds for the performance of
the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as
provided therein. CA-2 
:-; IN WITNESS THEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON !,', (OWNER) ; • By:_______I l , \ ; , ATTEST:
\ ATTEST: City Secretary Party ofthe Second Part (CONTRACTOR) By:______ f The following to be executed ifthe CONTRACTOR is a corporation: E 􀁾􀀭􀁾􀀠I, , certify that I am the secretary
ofthe corporation named as ,􀁾􀀠'.' CONTRACTOR herein; that , who signed this Contract on L behalf of the CONTRACTOR is the of said corporation; that said Niles Properties Demolition
Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope ofL" , its corporate powers. c Signed:,____________IL Corporate
Seal i l 􀁾􀀠, f. t f:' L CA-3 r 
i , · , , 􀁾􀀠· J · . , :;' . 􀁾􀁪􀀠" ,) 
(' SECTIONPrB i, PERFORMANCE BOND I STATE OF TEXAS COUNTY OF DALLAS Date"Bond Executed: __________ PRINCIPAL:_"__----------___________ SllrnTY:,__________________________________________
!I •' ( PENAL SUM OF BOND (express in words and figures): ________-:-____ , c , DATE OF CONTRACT: ____________________ ," !" 􀀧􀁾􀀠KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL
and SllrnTY above 􀁾􀀮􀀺􀀠named, are held firmly bound unto The Town of Addison, Texas, hereinafter called the OWNER, r-in the penal sum ofthe amount stated above, for the payment ofwhich
sum and truly to be made, 􀁾􀀠we bind ourselves, our heirs, executors, administrators and successors, jointly and severally; IL, firmly by these presents. r􀁾􀀠TJiE CONDITIONS OF THIS
OBLIGATION ARE SUCH that, whereas the PRINCIPAL L entered into a certain Contract with the OWNER, numbered and dated as shown above and c attached hereto; " I l NOW THEREFORE, if the
PRINCIPAL shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the original f 􀁾􀀠 term of said Contract
and any extension thereof that may be granted by the OWNER, with or without notice to the SllrnTY, and during the life of any guaranty required under the Contract, and shall also well
and truly perform and fulfill all the undertakings, covenants, terms, conditions " i 1.--and agreements afany and all duly authorized modifications of said Contract that may hereafter
be made, notice of which modifications of said SllrnTY being hereby waived, then this ( obligation to be void, otherwise in full force and effect. 'c ( ! PrB-2f ) , 
i " I C IN W1TNESS WHEREOF, the above-bounden parties have executed this instrument under their I several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to ,I authority ofits governing body, SEAL f " W1TNESS _____________ r SEAL " ATTEST:
______________ , , r ' l ) 􀁾􀀧􀀠Title: _________ iL CONTRACTOR By: ______ , Address: __________ SURETY By: ______ Address: (Surety to Attach Power ofAttorney)f , i."" CERTIFICATE AS
TO CORPORATE PRINCIPAL I, , certifY that I am the secretary of the corporation named as , , PRINCIPAL in the within bond that , who, signed , the said bond on bebilfof the PRINCIP At,
is the said corporation; that I know his signatUre, and his signature thereto is genuine; and that said bond 􀁾, was duly signed, sealed, and attested for and in behalf of said corporation
by authority of its governing body. K \. • (Corporate Seal) l .' L" PrB-3 
i j · " i 1 'J i.. · . ON09:..LN:imI.XVd .1 .. , , ) · 1 i · J ;, .. , .. J · ) 
r , , ., SECTIONPyB PAYMENT BOND 􀁾􀀭􀁾􀀠STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: __________ 􀁐􀁲􀁵􀁎􀁃􀁾􀁁􀁌􀀺______________________________________________r' , t< SURETY:________________
_______________________________ PENAL SUM OF BOND (express in words and figures):____________r,i._ 􀁾􀀠􀁾, :i 􀁾􀀮􀀠DATEOFCONTRACT: ________________________________􀁾_____ r' 􀁾􀀠􀁾􀀠KNOW
ALL MEN BY THESE PRESENTS, that we, the 􀁐􀁲􀁵􀁎􀁃􀁾􀁁􀁌􀀠and SURETY above If named, are held firmly bound unto The Town ofAddison, Texas, hereinafter called the OWNER, ", L . in the
penal sum ofthe amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally,
r-firmly by these presents ..!L THE CONDITIONS OF TllS OBLIGATION ARE SUCH that, whereas the 􀁐􀁲􀁵􀁎􀁃􀁾􀁁􀁌􀀠entered into a certain Contract with the OWNER, numbered and dated as shown
above and I' t., attached hereto; NOW THEREFORE, if the 􀁐􀁲􀁵􀁎􀁃􀁾AL shall promptly make payment to all persons supplying labor and materials in the prosecution of the work provided
for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which , modifications to the SURETY being hereby waived, then
this obligation to be void, otherwise to remain in full force and effect. ·t 􀁾􀀬􀀠PyB-2 
[ ,' I IN WITNESS WHEREOF, the above-bounden parties have "executed this instrument under their ! several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to r authority ofits governing body" i SEALI i . CONTRACTOR r ! By: __􀁾____ Address:"___________
I I _ WITNESS ______________ SEAL . ATTEST: __________􀁾􀀭􀀭SURETY 􀀢􀁾􀀠By:_":--_____, ( >1...:. Address: __________ ,􀁾􀀠L r Title: _________ 􀁌􀁾􀀠r" I " (Surety to Attach Power ofAttorney)
L CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signedi " the said bond on behalf ofthe
PRINCIPAL, is the said " t , corporation; that I know his signature, and his signature thereto is genuine; and that said bond w.as duly signed, sealed and attested for and in behalf
of said corporation by authority of its governing body. (Corporate Seal) PyB-PyB-3 
I-gw '., \ , j " i , . , 1 j i ow NOU:J:tIS -, i j j J 1 -1, 􀁾􀁊􀀠I 
I r' SECIION MB , MAINTENANCE BOND STATE OF TEXAS r • COUNTY OF DALLAS I , That as principal and ___________ _____---', a corporation organized under the laws of and ______ ____________
as sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound. to pay unto , . the Town of Addison,
Texas, a duly incorporated home rule .municipal corporation under the l : laws ofthe State ofTexas. the sum of , , 􀁾􀀠􀁾􀀠($ ) for the payment ofwhich sum will and truly to be made
unto said Town ofl. Addison and its successors, said principal and sureties do hereby bind themselves, their assigns tl 􀁾􀀮􀀠!L and successors, jointly and severally. [< L This obligati(;m
is conditioned, however, that whereas said: r l. has this day entered into a written contract with the s<rid Town of Addison to build and f . construct the i l l_._ I I l [ [ , MB-2
Il _ I 
I I which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period ofone (1) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper . joining of the same, or on account ofany breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any of said part of said work I laid or constructed by the said Contractor, or on account of improper excavation
or backfilling; it being understood that the purpose ofthis section is to cover all all defective conditions arising by I reason of defective materials, work or labor perfurmed by the
said Contractor; and in case the said Contractor shan fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor
and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part
to comply with the terms of the said provisions of ,, . said contract; planting materials (ground cover, and grasses) will be warranted for one (1) year from the time offinal completion
and acceptance by the Town ofAddison. NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to • maintain said work and keep the same in repair for the said
maintenance period of one (1) years, f-as provided, then these presents shall be null and void and have no further effect; but if default, shaH be made by the said Contractor in the
performance of its contract-to so maintain and repair said-work, then these presents shall have full force and effect, and said Town of Addison shall f have and recover from the Contractor
and its sureties damages in the premises, as provided, and 􀁾􀀠L it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties
hereon and that successive fj:lCOveries may be had hereon for successive J" breaches until the full amount shall have been exhausted; and it is further understood that the l_ obligation
herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished. or in any manner affected from any cause during ,," said
time. l, f 􀁾􀀠.: L:i , 1 . l . , ,,. f t, MB-3 
I ' I [ l . f 􀁾􀀮􀀠l . l' f i• r', L t f. L 􀁾. 􀁾, .. , If 􀀺􀁾􀀠L [ l_ [ r . t r l r ., . IN WITNESS WHEREOF, the said be executed by his hand this the __ day ____ and the said ,20
has caused these presents to hereunto set. SURETY PRINCIPAL By: _______ By: -:-:-_-;--::;--,--____ Attorney in Fact ATTEST By: Surety Secretary Agency and Address NOTE:Date ofMaintenance
Bond must not be prior to date ofContract. MB-4 L 
1 , ) :1 · ! 3· mVd STIIlI .tIO LIA vm.tl.tlv S. llO.LJVHLNO:l dO: NOU:l:lS · j -, j 􀀮􀁾􀀠·1 I j I · .1 1 I , J .1 ; ) . 
f,! ,-, 􀁾􀀢􀀠,. 1'. . SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID r (, . Ii. :., STATE OF TEXAS[1 COUNTY OF DALLAS 􀀬􀁾􀀠.: L Personally, before me the undersigned authority, on
this day appeared who, !.r' being duly sworn, on oath, says that he is a legal representative of_=-:::____-:-__--:, (full name of Contractor as in contract) L and that the contract for
the construction ofthe project, designated as .r: . 􀁾􀀮􀀧􀀠( No.) ,( 􀁾􀁟􀀠J f l has been satisfactorily completed and that all bills for materials, apparatus,. fixtures, machinery
􀁾􀀠and labor used in connection with the construction of this project have, to the best of myL_ knowledge and belief, been fully paid. ,,: it-r 􀁴􀁾􀀮􀀠f t Sworn to and subscribed before
me this _ r t f , 􀁾f 􀁾􀀠, ( I t f l ( t ...._-, Signature Title day of , 20_. Notary Public in and for _________􀁃􀁯􀁵􀁮􀁾􀀬􀁔􀁥􀁸􀁡􀁳􀀠BP-2 
r' Instructions:, If the contractor is an individual, he shall sign the affidavit. Ifthe contractor is a partnership, r any partner may sign the affidavit. Ifthe contractor is a corporation,
a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any ofthe individuals may sign the affidavit.
Ifthe Contractor is a joint-venture ofpartnerships, or ofindividuals and partnerships, the affidavit may be signed by the individual or any partner ofany partnership. Ifthe contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for Corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. , t , r,.". fL ( L r, , Ie
L r ,. L " l f L BP-3 
1 1 J 1 J SNOISIAOHd 􀀧􀀱􀁖􀁬􀁉􀁭􀀺􀀡􀁉􀁾􀀠, I i ; 􀁤􀁾NOLL:J:!IS , i u· 1 
r" 1 r GENERAL PROVISIONS , r ' l 1. The General Provisions of the Contract shall be as 'stated in the Standard ,ecifications for Public Work Construction, North Central Texas Council
of Governments (3 Edition), under Part I, "General Provisions", Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. L ." 􀁾􀀠.
􀁾􀀮􀀻􀀮􀀠!" ,; ( 􀁾􀀠􀁾􀀠,,'i f L· f t fl, ,< ,l. t r c t 􀁾􀀠: L GP-2( 􀀺􀁾"-, 
1 1 􀁾􀂷􀂷􀂷􀁬􀀠. · J · ) SNOISIAOHd 'IVI::l:IdS · , dS NOlL::l:IS · ) · I I , .' 
l ,. !, SECTIONSP SPECIAL PROVISIONS ,f'· \. 1. OWNER r' 􀁾􀀠L The Town of Addison, herein referred to as Owner, party of the First Part of these Contract Documents, or as may be otherwise
established through assignment of the 􀁾􀁾􀀬􀀠contract. 2. ENGINEER c HNTB Corporation, Engineer of the Owner, or other representative as may be authorized i .. by said Owner to act
in any partiCUlar position. 3. FORMS, PLANS AND SPECIFICATIONS f 􀁾􀀠 Forms of Proposal, Contract, Bonds and Plans may be obtained from the office of Ms. t_ Minok Sub, Purchasing Coordinator,
Finance Building, 5350 Belt Line Road, Addison, Texas. I " 4. COPIES OF PLANS FURNISHED f 􀁾􀀠 Three (3) sets of Plans shall be fumished to the Contractor, at no charge, for construction
purposes. Additional copies may be obtained at cost ofreproduction upon request. f ' L 5. PRODUCT RECORD DOCUMENTS c 􀁾􀀠 Maintenance of Documents. The Contractor shall maintain at the
job site one record copy L of. the Contract Drawings, Specifications, Shop Drawings, Change Orders, other r' modification to the Contract, field test records and other documents submitted
by 􀁾􀀠Contractor in compliance with specification requirements. These documents shall be L maintained at the job site apart from documents used for construction. These documents are
not to be used for construction purposes. The documents shall be maintained in clean, ( , legible condition. The documents shall be made available at all times for inspection by\•. ,
the Owner . L Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept current. No work shall be covered until
required information has been recorded. C I, Contract Drawings. The appropriate drawing shall be legibly marked to record, where 􀁾􀀠L. applicable: a. Horizontal and vertical location
of underground utilities and appurtenancesL referenced to permanent surface improvements. ,r".. , t f SP-2 􀁾􀁾􀀺􀀠
.'. b. Field changes ofdimension and detail made during construction process. c. Changes made by Change Order or Supplemental Agreement. d. Details not on original Contract Drawings.
, e. Changes made by Change Order or Supplemental Agreement. I.. f. Other matters not originally specified. Shop Drawing. The Contractor shall maintain the Shop Drawings as record drawings
and legibly annotate shop drawings to record changes made after review. A red felt-tip . marking pen shall be used for all recording. Submittal. At the completion of the project, the
Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompanied, in duplicate, with: a. Date, project title and number. b. Contractor's name and address.
c. Title and number ofeach record document. d. Certification that each document as submitted is complete and accurate. e. Signature of Contractor or his authorized representative. ,.
6. HORIZONTAL AND VERTICAL SURVEY CONTROL t The Contractor will be responsible for horizontal and vertical survey control for this project. Benchmarks coordinates are provided on the
plans. f,c 7. PERMITS. LICENSES. AND REGULATIONS r Permits and licenses of a temporary nature necessary for the prosecution of the Work shall 􀁾􀀠L, be secured and paid for by the Contractor.
Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. If the Contractor
observes that the Drawings and , Specifications are at variance therewith, he shall promptly notifY the Engineer in writing, and any necessary changes shall be 􀁡􀁤􀁪􀁵􀁾􀁴􀁥􀁤􀀠as provided
in the Contract for changes in Work. c 􀀧􀁾􀀠The Contractor shall comply with all federal, state and local laws, rules and regulations of . every kind and nature applicable to the performance
of its Work hereunder, and shall hold L the Owner harmless therefrom. f ; t 8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such such are hereby
made a part ofthese Specifications. . F," 􀁾􀀠􀁾􀀠f SP-3 L.# 
r-: \ 9. REVIEW OF WORK { . The Owner and his representatives shall have the right to review the Work while such Work r' is in progress to ascertain that the Work is being accpmplished
in compliance with the I standards and requirements set forth in the Contract Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding
such review, the Contractor will be held responsible for the finished Work, and any acceptance of the; t_ y Work by the Owner or. governmental agencies will not relieve the Contractor
from responsibility for the Work. The Owner reserves the right to place full-time construction r observers at the site ofthe Work. E _ The Owner and his representatives shall at all
times have access to the Work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access, and for review. If the Specifications, the
Owner's instructions, laws, ordinances, or any public authority .. require any Work to be specially tested, the Contractor shall give the Owner timely notice of its readiness for testing,
and ifthe testing is by an authority other than the Owner, of the date fixed for such testing. Tests by the Owner shall be made promptly, and where practicable at , . the source ofsupply.
;L Re-examination of any Work may be ordered by the Owner, and, if so ordered, the Work must be uncovered by the Contractor. If such Work is found to be in accordance with the c Contract
Documents, the Owner shall pay the cost of re-examination and replacement. If 􀁾􀀮􀀠such Work is not in accordance with the Contract Documents, the Contractor shall pay such cost. :'!
10. INSPECTION􀁾􀀠r:: Notwithstanding the foregoing, the Town of Addison reserves the right to inspect, test, '. measure or verify the construction work for this project as the Town
deems necessary. .. 11. SCOPE OF WORK r' t . The Work for this Project consists of furnishing all materials, labor, equipment, tools and L incidentals. necessary to perform, in accordance
with the Plans and Specifications, the proposed Niles Properties Demolition project. " j 􀁴􀀺􀁾􀀠12. PROPERTY LINES AND MONUMENTS,r' All property comers, control 'monumentations, construction and survey stakes and marks '., shall be carefully preserved by the Contractor, and in case of careless destruction or
removal t. by Contractor or his employees, such stakes or marks shall be replaced at the Contractor's t . expense as required by the Owner. . ·L 13. DISCREPANCIES r If the Contractor,
in the course of the Work, finds any discrepancy between the Contract 􀁾􀁾􀀠Documents and the physical conditions of the locality, or any errors or omissions in drawings or in the layout
as given by survey points and instructions, or if it appears that any /Plan, Specification or other Contract Document is or may be not in compliance with any building code or other requirement
of any governmental body, he shall inunediately inform L. the Owner in writing, and the Owner shall promptly verify the same. Any Work done after after such discovery, until authorized,
will be done at the Contractor's risk. f:lSP-4" ", ,.;.. 
\' ( 14. TIME ALLOTTED FOR COMPLETION . All items of Work included under these contracts shall be completed within the time stipulated in the Instruction To Bidders. The time shall commence
on the date specified in the Notice to Proceed. The Notice to Proceed shall consist of a written request by the Owner for the Contractor to proceed with construction ofthe Project. 15.
EXISTING STRUCTURES The Plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures
on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation or extra
work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or require the building
of special [ work, provisions fur which are not' made in the Plans and Proposal, in which case the provisions in these Specifications for extra work shall apply. 16. EXISTING UTILITIES
AND SERVICE LINES The Contractor shall contact all the utility companies which have facilities in the vicinity of the proposed improvements to confrrm the horizontal and vertical locations
of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor shall notify the Engineer immediately prior to
proceeding with the work. , The Contractor shall be responsible for the protection of all existing utilities or service lines 􀁾􀀠" crossed or exposed by his construction operation.
Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities .or service lines with the . ;.' same type of original construction,
or better, at his own cost and expense. All replacement, 􀁬􀁾􀀠. backfill and compaction shall be accomplished in strict Mcordance with the requirements of the owner ofthe utility or
service line. Iy' 17. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGEDL In case it is necessary to change or move the property of any owner or of a public utility, 􀁾􀀠such property
shall not be moved or interfered with until authorized by the utility company t. and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits
of the Project for the purpose of making such changes or repairs of this f· contract. '-18. LIGHTS AND POWER r 􀁾􀀠 The Contractor shall provide, at his own expense, temporary lighting
and power facilities 􀁾􀀮􀁾􀀠L . required for the proper execution of the Work. r 􀁾􀀠t. 19. PERMITS AND RIGHTS-OF-WAY r The Owner will provide rights-of-way for the purpose of construction
without cost to the i t Contractor by securing pennits in areas of public dedication or by obtsining easements across privately-owned property. It shall be the responsibility of the
Contractor, prior to the initiation of construction on easements through private property, to infonn infonn the property SP-5[tJ 
( t.. , ; owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall inform the agency having jurisdiction in the area
forty-eight. (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way permit r 􀁾􀀠from the Town ofAddison. . , :: 􀁾􀀮􀀠20. PRECONSTRUCTION CONFERENCE
t The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. 􀁾􀀭Prior to the meeting, the Contractor(s) shall prepare schedules showing the sequencing
and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review. The general nature of the work, materials
used, and methods of construction as well as the schedules will be discussed at the meeting. r A final composite schedule will be prepared during this conference to allow an orderly
, sequence ofprojectconstruction. 21. ADDENDA Bidders desiring further information, or interpretation of the Plans and Specifications, must make written request for such information
to the Engineer (not later than seven (7) calendar days prior to the date set for the Bid opening). Answers to all such requests will be given in writing to all Bidders in addendum form
and all addenda will be bound with and made a part , ofthe Contract Documents. No other explanation or interpretation will be considered official or binding. Should a Bidder find discrepancies
in, or omissions from, the Plans, '.:.. . Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notify the Engineer in writing in order
that a written addendum may be sent to all " Bidders. t , 22. WATER FOR CONSTRUCTION (;' The Contractor shall acquire ameter and make the necessary arrangements with the Town of􀁌􀁾􀀠Addison
for securing and transporting all water required in the construction, including water required for mixing of concrete, sprinkling, testing or flushing. Water required forr', construction
shall be paid for by the Contractor at the Town of Addison prevailing rates. L, There will be no separate pay item for connection into the existing water system and quantity ofwater
required for construction purposes. 23. EXCAVATION"t The Contractor shall exercise precautions to insure that drainage from adjacent properties is not blocked by his excavations. 24.
CONTRACTOR'S BID { 􀁾􀀠. The Contractor's Bid shall be on a Lump Sum basis for construction ofthe Project as shown IC-,_-, on the Plans and described in the Specifications. c' 25. OWNER'S
STATUSl. The Owner shall perform technical review ofthe Work. He shall also have authority to reject \' all Wod: and materials which do not conform to the Contract and to decide questions
which arise in the execution ofthe Work. {' t SP-6 L 
r 26. OWNER'S DECISIONS The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters
relating to the execution and progress of the Work or the interpretation ofthe Contract Documents. 27. LANDS FOR WORK The OWner shall provide as indicated on the Plans for this Project,
the lands upon which the Work under this Contract is to be done, right-of-way for access to same, and such other lands which are designated on the Plans or in the Specifications for
the use ofthe Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result of lack of access, this shall
be cause for an extension of time but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any additional land and access thereto
that may be required for temporary construction facilities. 28. CLEANING UP The Contractor shall remove at his own expense all temporary structures,rubbish and waste materials resulting
from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with permission of such disposal granted to
the Contractor by the Owner thereof. , 29. LIOIDDATED DAMAGES FOR DELAY BY CONTRACTOR The time of completion is of the essence in this contract. For each calendar day that any Work shall
remain uncompleted after the time specified the contract, liquidated damages shall be deducted from the mouies due the Contractor in the amount of$500.00 per day. 30. USE OF EXPLOSIVESf-L
Use ofexplosives will not be allowed. f 31. PROJECT MAINTENANCEL The Contractor shall maintain, and keep in good repair, the improvements covered by these ., Plans and Specifications
during the life ofhis contract. J,.. 32. DISPOSAL OF WASTE AND SURPLUS EXCAVATION ;' 􀁾􀀠All asphalt, concrete, rock or excavated material, or other debris or material shall be L; removed
from the property and the Town ofAddison. Any required disposal permits shall be the sole responsibility of the Contractor. C" ;; 􀁌􀁾􀀠33. REMOVALS, ADJUSTMENTS AND REPLACEMENTS Existing
pavements, driveways, curbs, gutters, sidewalks, slabs, docks, etc., to be removed shall be broken up and disposed of. Care shall be exercised to leave a.neat, uuiform edge or joint
at the excavation limits or sections removed where only portions are to be removed. The Owner will designate the limits to be removed. Where pavements, driveways, curbs, f ! 􀁾􀀮􀀠SP-7r:
k 􀀧􀀢􀀮􀁾􀀠
f ' \ . ( , -, , .. \ .i'.. , .. ( '.c.. • ,:"" L 1;-' ," I. .. X' \ 􀁾􀀠; " .J, ....,. f ( ( t., '" (' t gutters, sidewalks, etc., shall be replaced, then said replacements shall be
to the standard of the previously removed portion or better. Existing structures such as manholes, inlets, cleanouts, valve boxes, etc. which are not the property of a private firm or
company, or an individual required to move their own property, shall be adjusted, altered or reset to the required elevation and alignment. New materials and workmanship necessary shall
conform to the requirements of these Specifications covering the particular Work. Salvaged materials in good condition may be used in rebuilding such structUres, provided the materials
are thoroughly cleaned before their use. All private obstructions which are indicated on the Plans to be moved, will be removed and replaced, or moved to new permanent locations by the
Contractor, without additional payment to the Contractor. Any such additional item which the Contractor moves or canaes to be moved for his own convenience shall be at his own expense
. 34. TOWN OF ADDISON APPROVAL This project is subject to fmal approval and acceptance by Town ofAddison. 35. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic
control during the construction of this Project consistent with the provisions set forth in the current issue of the "Texas Manual on Uniform Traffic Control Devices for Streets and
Highways" issued under the authority of the "State ofTexas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section
Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. Ifit is determined
that a sign must be removed to permit required construction, the Contractor shall contact the Town of Addison to remove the sign. In the case ofregulatory signs, the Contractor must
replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual, and such a temporary sign must be installed prior to the removal of the existing
sign. 36. NOT USED 37. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject to final testing and approval of the Work by the Town ofAddison. 38. WORK AREA Contractor shall
restrict his construction activity to the project site. 39. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute the form provided in Section BP prior to
the acceptance ofthe project. sp·s i 
40. PAY ITEMSr Final payment to the construction contractor shall not be made until all Work has been r ' finally completed and verified in accordance with the construction contract,
plans and \ specifications and have been finally accepted by the Town of Addison. f 41. NOT USED , 42. NOT USED} \ d' 43. COMPLIANCE WITH GENERAL RULES AND LAWS "Contractor shall familiarize
himself with the nature and extent of the specifications, site conditions, safety requirements, and comply with all federal, state and local laws,\ ordinances, rules and regulations,
Contractor shall determine how compliance withc' requirements, laws, rules, and regulations will affect his cost, progress or performance of the Work." \ ( 44. COMPLIANCE WITH IMMIGRATION
LAWS , "Contractor shall take all steps necessary to ensure that all of the Contractor's employees are ,; authorized to work in the United States as required by the Immigration Reform
and Contrul Actofl986." 45. RESOLUTION OF DISPUTES The parties hereby covenant and agree that that in the event ofany controversy, dispute; or claim, \ of whatever nature arising out
of, in connection with or in relation' to the interpretation, performance or breach of this agreement, including but not limited to any claims based on , ' contract, tort or statute,
before filing a lawsuit, the parties agree to submit the matter toI . Alternative Dispute Resolution pursuant to the laws of the State of Texas. The parties shall L-select a third party
arbitrator or mediator from the current list of neutrals on file with the ,. Alternative Dispute Resolution Administrator of the Dallas County District Courts. All 'f· forms of Alternative
Dispute Resolution may be used except binding arbitration. The >" " proceedings shall be conducted in accordance with the laws of the State ofTexas. " 46. GENERAL SEQUENCE OF CONSTRUCTION
, 􀁾􀀮􀀬􀀠l, Prior to the start of work, the contractor shall develop a detailed construction schedule and F -sequence of construction, to be submitted to the Town of Addison for approval,
that shall cause minimum interference with traffic along, across and adjacent to the project during construction. If the schedule or sequence becomes unworkable or unsatisfactory as
work proceeds, adjustments shall be made. . (, l Sidewalks andlor clear passage ways must be provided at all times for pedestrian traffic in the area. ,\ t. Erosion control devices must
be properly installed and maintained during all stages of construction. f L SP-9r l:. . 
\ ( ;': 1 47. CONTRACTOR'S INSURANCE (' The minimum insurance required will be the types and amounts required in the Standard!, Specifications for Public Works Construction issued by
the North Central Texas Council of Governments. The insurance company issuing policies shall be acceptable to the Town of 􀁲􀁾􀀠Addison and shall be licensed and in good standing with
the State of Texas. All policiesL required shall be submitted to the Town prior to beginning work. f" 48. NOT USEDL_ 1" { '. 49. SEEDING Seeding shall be done in accordance with Item
3.10 "Seeding" in the NTCOG Standard Specifications. Grass seed will be Bermuda seed and will conform to Type I or Type III in section 3.10.2 "Planting Season". Construction method shall
conform to section 3.10.7 "Hydro Mulching". This will not be a separate pay item.f. 50. NOT USED ( 51. WORKERS' COMPENSATION INSURANCE COVERAGE ;, A. Definitions. I Certificate of Coverage
("certificate") -A copy of a certificate of insurance, a certificate of authority to self insure insure issued by the Texas Workers' Compensation􀁾􀀠Commission (the "TWCC"), or a coverage
agreement (TWCC-81, TWCC-82, .;: TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project,
for the duration ofL the project. f Duration of the Project -includes the time from the beginning of the work on the " ".' project until the Contractors/person's work on the project
has been completed and accepted by the goverurnental entity. r.\: tr_ Persons Providing Services on the Project ("subcontractor" in Section 406.096 of the Texas Labor Code) -includes
all persons or entities performing all or part of the { services the Contractor has undertaken to perform on the project, regardless of whether i 􀁾􀀠, that person contracted directly
with the Contractor and regardless ofwhether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers,
owner-operators, employees of anyf such entity or employees of any entity which furnishes persons to provide services onC the project. "Services" include, without limitation, providing,
hauling, or delivering , equipment or materials, or providing labor, transportation, or other service related to a 􀁜􀁾􀀠project. "Services" does not include activities uurelated to
the project, such as \., foodlbeverage vendors, office supply deliveries, and delivery ofportable toilets. f t SP-IO{ 􀁾􀀠
B. The Contractor shall provide ,coverage, based on property reporting of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements
of Texas Labor Code, 401.011(44) for all employees of the Contractor providing services on the proj ect, for the duration ofthe proj ec!. C. The Contractor must provide a certificate
of coverage to the Owner prior to being awarded the contract. I, D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project,
the Contractor must, prior to the end of the coverage period, file.a new certificate of coverage with the Owner, showing that the coverage has been extended. • '" \ !. E. The Contractor
shall obtain from each person providing services on the project, and t _' provide to the Owner: (1) a certificate of coverage, prior to that person beginning work on the project, so
that \ the Owner will have on file certificates of coverage showing coverage for all i: persons providing services on the project; and, (2) no later than seven days after receipt by
the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the f current certificate of coverage ends during the duration of the project;
F. The Contractor shall retain all required certificates of coverage on file for the duration of the project and for one year thereafter. G. The Contractor shall notify the Owner in
writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have ·known, of any change that materially affects the provision of coverage of any
person providing services on the project. .;: H: The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the TWCC, informing all persons providing
services on the project that t.., they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. r.i i: I. . The Contractor
Contractor shall contractually require each person with whom it contracts to provide Services on a project to: 􀁾􀀧. , L \:.-(I) provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 (44) for all its employees providing services on
the project, for the duration of the project; { (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is
being provided for all employees L of the person providing services on the project, for the duration of the project; c i (3) provide the Contractor, prior to the end of the coverage
period, a new certificate of < coverage showing extension of coverage, if the coverage period shown on the current certificate ofcoverage ends during the duration of the project; e r.
t SP·ll 
r I \ . ( \ f, ( Lr r' i L .. c "I L fo" 􀁛􀁾. ".\ ( <C r, I ', t 'f i.• L (4) Gbtain frGm each person with whGm it cGntracts, and provide to. the CGntractGr; a. a certificate Gf coverage,
priGr to the Gther person beginning wGrk Gn the project; and, b. a new certificate Gf coverage shGwing extensiGn Gfthe CGverage period, priGr to. the end Gf the coverage periGd, if the
CGverage periGd shGwn Gn the current certificate Gf CGverage ends during the duratiGn Gf the project. (5) retain all required certificates of CGverage Gn file fGr the duratiGn ofthe
prGject and fGr Gne year thereafter; (6) notifY the Owner in writing by certified mail Gr personal delivery, within 10 days after the persGn knew Gr shGuld have knGwn, Gf any change
that materially affects the provisiGn Gf CGverage Gf any person providing services Gn the prGject; and (l) contractually require each Gther person with whGm it contracts to perfGrm as
required by paragraphs (1) -(7) with the certificate of CGverage to. be prGvided to. the person fGr whGm they are prGviding services. J. By signing this contract Gr providing or causing
to. be provided a certificate ofcoverage, the CGntractGr is representing to. the Owner that all employees of the ContractGr who. will provide services Gn the project will be cGvered
by wGrker's compensation coverage fGr the duration Gf the prGject, that the CGverage will ee based Gn prGper repGrting Gf classificatiGn CGdes and payroll amGunts, and that all coverage
agreements will be filed with the appropriate insurance carrier Gr, in the case o.f a self-insured, with the TWCC's Divisio.n Gf Self-Insurance Regulatio.n. PrGviding false o.r misleading
informatiGn may subject the CGntractGr to. administrative penalties, criminal penalties, civil penalties Gr Gther civil actiGns. K. The CGntractor's failure to. comply with any Gfthese
provisiGns is a breach ofcontract by . the CGntractGr which entitles the Owner to declare the contract void if the CGntractor , does nGt remedy the breach within ten days after receipt
of nGtiCe Gf breach frGm the Owner. The following is the fo.rm o.f nGtice Gf wGrkers' cGmpensatiGn coverage prescribed by the TWCC. Pursuant to SectiGn 110.11 0 (d) (7), this notice
must be printed with a title in at least 30-point bo.ld type, and text in at least 19-Po.int nominal type, and shall be in both English and Spanish and any other language co.mmon to.
the worker Po.Pulatio.n. SP-12f: L 
REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers'
compensation insurance. This includes persons .providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the project,
regardless of the identity of their employer or status as an employee. "Call the Texas Workers' Compensation Commission -f (TWCC) at (512) 440-3789 to receive further information on
the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." 53. PROJECT TRAILER
"The Owner will not provide the Contractor with a storage area or project trailer. The Contractor is responsible for providing his own storage at the project site. The Contractor will
not be required to provide a job trailer for meetings, phone conversations and other day to day activities. Meetings can be held at the Town ofAddison Service Center. Costs for the storage
area shall be included in mobilization. 54. RESTRICTED WORK HOURS Per the Town of Addison Building Regulations, "It shall be unlawful for a person, finn or corporation to excavate, erect,
build, construct, alter, repair or demolish any building or L structure which has been issued or which is required to be issued a building permit by the Town of Addison between the hours
of 7:00 p.m. and 7:00 a.m. Monday through Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on Saturday and Sunday, if such activity j is performed within a residential, apartment,
or townhouse zoned area, or within three l· hundred (300) feet of an occupied residence, except in cases of urgent necessity or in the , . interest ofpublic safety and convenience, and
then onJyby permit ofthe City Manager." 55. PREVAILING WAGE RATES ,; Wage rates paid on this project shall not be less than specified in the schedule of generali prevailing rates ofper
diem wages wages as attached hereto. , rc·; t SP-13 􀁾􀀠iL 
r . , l : { { 1. ,! ' i . f' . 􀁬􀁾􀀠L ( L If',. 􀁬􀁾􀀠! , r eC. L r": \ . ·L , l f. 􀁾􀀠􀁾􀀠PREVAILING WAGE RATES GENERAL DECISION TXOI0045 03/0212001 TX45 Date: March 2, 2001 . General
Decision Number TXOI0045 Superseded General Decision No. TX000045 State: TEXAS Construction Type: HEAVY HlGHWAY County(ies): COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN
WICHITA ELLIS PARKER HEAVY AND mGHWAY CONSTRUCTION PROJECTS IN WICIDTA COUNTY ONLY. HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number Publication Date o 03/02/2001
COUNTY(ies): COLLIN GRAYSON DALLAS JOHNSON DENTON KAUFMAN ELLIS PARKER SUTX2043A 03/2611998 Rates AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER ROCKWALL
TARRANT WICHITA Fringes $9.00 9.55 8.80 11.51 10.30 PWR-I L 
r I", I CONCRETE FINISHER-PAVING 10.50 I CONCRETE FINISHER-STRUCTURES 9.83 CONCRETE RUBBER 8.84 ELECTRICIAN 15.37 FLAGGER 7.55 FORM BUILDER-STRUCTURES 9.82 ; -, FORM LINER-PAVING & CURB
9.00 FORM SETTER-PAVING & CURB 9.24 FORM SETTER-STRUCTURES 9.09 LABORER-COMMON 7.32 LABORER-UTILITY 8.94 MECHANIC 12.68 OILER 10.17 SERVICER 9.41 PAINTER-STRUCTURES 11.00 PIPE LAYER
8.98 BLASTER 11.50 ASPHALT DISTRIBUTOR OPERATOR 10.29 ASPHALT PAVING MACHINE 10.30 BROOM OR SWEEPER OPERATOR 8.72 BULLDOZER 10.74 CONCRETE CURING MACHINE 9.25 CONCRETE FINISHING MACHINE
11.13 CONCRETE PAVING JOINT MACHINE 10.42 CONCRETE PAVING JOINT SEALER 9.00 CONCRETE PAVING SAW 10.39 CONCRETE PAVING SPREADER 10.50 SLIPFORM MACHINE OPERATOR 9.92 CRANE, CLAMSHELL,
BACKHOE, DERRICK, DRAGLINE, SHOVEL 11.04l . FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 10.00 r \ FOUNDATION DRILL OP,ERATORL: TRUCK MOUNTED 11.83 r . FRONT END LOADER 9.96 , MILLING MACHINE
OPERATOR 8.62 L MIXER 10.30 { MOTOR GRADER OPERATOR FINE GRADE 11.97L MOTOR GRADE OPERATOR 10.96; ; , ." PAVEMENT MARKING MACHINE 7.32"-ROLLER, STEEL WHEEL PLANT-MIX r ' PAVEMENTS 9.06
" I ROLLER, STEEL WHEEL OTHER,. FLATWHEEL OR TAMPING 8.59 {,, ," L PWR-2 .I( . IL.. 
rr "of , f" 1 t:: , ( , '. r f", r,: L 􀁾􀀢" ' I' L f 􀁾􀀢􀀠r. ;: L \,. ,. 􀁾􀀺, Ii..f ROLLER, PNEUMATIC, SELF-PROPELLED 8.48 SCRAPER 9.63 TRACTOR-CRAWLER TYPE 10.58 TRACTOR-PNEUMATIC
9.15 TRAVELING MIXER 8.83 WAGON-DRILL, BORING MACHINE 12,00 REINFORCING STEEL SETTER PAVING 13.21 REINFORCING STEEL SETTER STRUCTURES 13.31 STEEL WORKER-STRUCTURAL 14.80 SPREADER BOX
OPERATOR 10.00 WORK ZONE BARRICADE 7.32 TRUCK DRIVER-SINGLE AxLE LIGHT 8.965 TRUCK DRIVER-SINGLE AXLE HEAVY 9.02 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 8.77 TRUCK DRIVER-LOWBOYIFLOAT
10.44 TRUCK DRIVER-TRANSIT MIX 9.47 TRUCKDRIVER-WINCH 9.00 VffiRATOR OPERATOR-HAND TYPE 7.32 WELDER 11.57 Unlisted classifications needed for work not included within the scope ofthe
classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(I)(v». , In the listing above, the "SU" designation means that
rates listed under that identifier do not reflect ,collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.
WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination
• a Wage and Hour Division letter setting forth a position on awage determination matter • a conformance (additional classification and rate) ruling PWR-3 L 
On survey related matters, initial contact, including requests for summaries ofsurveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the Davis-Bacon survey program. Ifthe response from this initial cOntact is not satisfactory, then the process described in 2.)
and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations.
Write to: Branch ofConstruction WageDeterminations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) Ifthe answer to the question in 1.) is yes, then an interested
party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator
U.S. Department ofLabor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement ofthe interested party's position and by any information
(wage payment data, projeCt description, area practice material, ,, etc.) that the requestor considers relevant to the issue. ' , .. 3.) Ifthe decision ofthe Administrator is not favorable,
an interested party may appeal , directly to the Administrative Review Board (formerly the Wage Appeals Board). Write L 'to: r Administrative Review Board L U. S. Department of Labor
200 Constitution Avenue, N. W. Washington, D. C. 20210 -. 4.) All decisions by the Administrative Review Board are final.( t.c END OF GENERAL DECISION , t r L PWR-4{I,L 
o -, 1 SNOIL v::nn:J:tIdS '1V:JINH:Jn 0, L NOIL:J:tIS j l J i : .,1 
BUILDING DEMOLITION [ ,I PART I-GENERAL 1.1 RELATED DOCUMENTS 1 A. Drawings and general provisions ofthe Contract, including Special Provisions. 1.2 SUMMARY A. This Section includes
the following: 1. Demolition and removal ofbuildings and structures. 2. Demolition and removal of site improvements adjacent to a building or structure to be demolished. 3. Removing
below-grade construction. 4. Disconnecting, capping or sealing, and abandoning in plac,e site utilities. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally
dispose of them off-site unless indicated to be removed and salvaged or recycled. B. Existing to Remain: Existing items of construction that are not to be removed and that are not ,
otherwise indicated to be removed, removed and salvaged, or recycled. • f 1.4 MATERIALS OWNERSHIP (l. A. Contractor shall assume ownership of all building materials on the site. It shall
be the ,􀁾􀀠􀁾􀀠-' Contractor's responsibility to remove building, sign, utility, and paving items from the site. ".fL_ 1.5 SUBMITTALS t r\.:._"'" A. Proposed Environmental-Protection,
Dust-Control and Noise-Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and ',: proposed time frame for their operation
for approval. Show any measures necessary for protection oftrees, foliage or nearby structures. t B. Schedule ofBuilding Demolition Activities: Indicate the following: ,I I. Detailed
sequence of demolition and removal work, with starting and ending dates for each activity. 2. Coordination for shutoff, capping, and continuation ofutility services. 􀁾􀀠. L L BD-l 
r"o C. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfdl facility I licensed to accept hazardous wastes, ifapplicable. r D. Statement of RefrigerantRecovery:
Signed by refrigerant recovery technician responsible for i l' " r recovering refrigerant, stating that all refrigerant. that was present was recovered and that recovery was performed
according to EPA regulations. Include name and address oftechnician and date refrigerant was recovered. ! 􀁾􀀠c 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced
firm that has specialized in demolition work0 similar in material and extent to that indicated for this Project. A minimum of three successful building demolition projects must have
been completed and references for each project must be available. r B. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification L program. r C. Regulatory
Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Notification
of the Texas Department ofHealth and other appropriate agencies will be the responsibility of the Contractor. All fees associated with project will be the ;;, o responsibility of the
Contractor. :; . D. Standards: Comply with ANSIAIO.6 and NFPA 241. 􀁾􀀠, E. Predemolition Conference: Conduct conference at Project site to demonstrate compliance with f requirements
in the Plans and Specifications. Review methods and procedures related to building demolition including, but not limited to, the following: 􀁌􀁾􀀠I. Inspect and discuss condition of
construction to be demolished. 2. Review and finalize building demolition schedule and verify availability of demolition'0; personnel, equipment, and facilities needed to make progress
and avoid delays. L 3. Review and fmalize protection requirements. [ 1.7 PROJECT CONDITIONS f, L A. Buildings to be demolished will be vacated and their use discontinued before start
ofWork. B. Owner gives no indication as to the thickness of any pavements, slabs, docks, or other structural 01 t items. It is the responsibility of the Contractor to make his own determinations
based on the . , t. ; 0 pre-bid site visit. ., " C. Owner assumes no responsibility for buildings and structures to be demolished. 􀁬􀁾􀀠I. Conditions existing at time of inspection
for bidding purpose will be mairitained by , " Owner as far as practical. 􀁾􀀠l D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 􀁾􀀺1,
􀁾􀀠L /C" BD-2 􀁾􀀠L. 
1. Ifmaterials suspected ofcontaining hazardous materials are encountered, do not disturb; immediately notify Owner and Engineer. Hazardous materials will be removed by Owner under a
separate contract. f E. Storage or sale ofremoved items or materials on-site is not pennitted. PART 2 -PRODUCTS (Not Used) ,• PART3 -EXECUTION 3.1 EXAMINATION A. Survey existing conditions
and correlate with requirements indicated to determine extent of building demolition required. B. Review Project Record Documents of existing construction provided by Owner. Owner does
not guarantee that existing conditions are the same as those indicated in Project Record Documents. C. When unanticipated mechanical, electrical, or structural elements are encountered,
investigate and measure the nature and extent of the element. Promptly submit a written report to Engineer. D. Verify that any known hazardous materials have been remediated before proceeding
with building demolition operations. 3.2 PREPARATION A. Refrigerant: Remove and store refrigerant according to 40 CFR 82 and regulations of· authorities having jurisdiction. B. Existing
Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures I() be demolished. I. Arrange to shut off all utilities with utility
companies. 2. Ifutility services are required to -be removed, relocated, or abandoned, before proceeding with building demolition provide temporary utilities that bypass buildings and
structures to be demolished and that maintain continuity of service to other buildings and structures. 3. Cut off pipe or conduit a minimum of four (4) feet below grade, except as noted
on the plans. Cap, valve, or plug and seal remaining portion ofpipe or conduit after bypassing. C.' Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or
structural support to preserve stability and prevent unexpected movement or collapse of construction, _being demolished. !, 1. Strengthen or add new supports when required during progress
of demolition. , 1 I [ BD-3 L. 
r i r . , . t , ,( " ,. !, r; Ii.-. 􀁲􀁾􀀠􀁾􀀠,[ f"" g L L , , . , . L •• t l , 􀁾􀀠L. [ 3.3 A. B. C. 3.4 A. B. C. PROTECTION· Existing Facilities: Protect adjacent walkways, loading
docks, building entries, and other building facilities during demolition operations. Existing Utilities: Disconnect existing utility services for the building. Underground lines may
be abandoned in place, but none shall be within four (4) feet offinished grade. I. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized
in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction.
a. Provide at least 72 hours' notice to Owner if shutdown of service is required during changeover. Temporary Protection: Erect temporary protection, such as walks, funces, railings,
canopies, and covered passageways, where required by authorities havingjuriil9iction and as indicated. I. Protect existing site improvements, appurtenances, and landscaping to remain.
2. Provide temporary barricades and other protection required to prevent injury to people and damage to adj acent buildings and facilities to remain. 3. Provide protection to ensure
safe passage of people around building demolition area and to and from occupied portions ofadjacent buildings and structures. 4. Protect walls, windows, roofs, and other adjacent exterior
construction that are to remain and that are exposed to building demolition operations. 5. Erect and maintain partitions and temporary enclosures to limit dust and dirt migration and
to separate areas from fumes and noise from occupied portions ofadjacent buildings. DEMOLITION, GENERAL General: Demolish indicated existing buildings, structures and site improvements
completely. Use methods required to complete the Work withiT) limitations of goveming regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable
materials. materials. Maintain portable fire-suppression devices during flame-cutting operations. 2. Maintain adequate ventilation when using cutting torches. 3. Locate building demolition
equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. Hazard Surveys: Perform surveys as the Work progresses to detect
hazards that may result from building demolition activities. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference
with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities
without permission from Owoer. Provide alternate routes around closed or obstructed traffic ways ifrequired by Owner. 2. Use water mist and other suitable methods to limit spread of
dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage BD4 r "'" 
adjacent construction or create hazardoUll or 􀁯􀁾􀁥􀁣􀁴􀁩􀁯􀁮􀁡􀁢􀁬􀁥􀀠conditions. such as ·lce, flooding. and pollution. 3.5 MECHANICAL DEMOLmON r . A. Remove buildings and structures,
and site improvements intact when permitted by authoritiesI having jurisdiction. B. Proceed with demolition of structural framing members systematically. from higher to lower ,, . level.
Concrete panels shall be lowered systematically to maintain as much structural stability as possible withremaining structure. J r c. Remove debris from elevated portions by chute, hoist,
or other device that will convey debris to I grade level in a controlled descent. 1. Remove structural framing members and lower to ground by method suitable to minimize f ground impact
or dUllt generation. J . D. Concrete: Cut concrete full depth at junctures with construction indicated to remain, USing power-driven saw, then remove concrete between saw cuts. E. Below-Grade
Construction: Demolish and remove foundation walls and other below-grade construction. Remove piers to a depth ofat least four (4) feet below final grades indicated. F. Existing Utilities:
Demolish and remove existing utilities and below-grade utility structures. Remove and salvage meters on the site. Coordinate removal of service lines with applicable utility companies.
' 3.6 EXPLOSIVE DEMOLmON A. Explosives: Use ofexplosives is not permitted. l , 3.7 SITE RESTORATION A. Below-Grade Areas: Rough grade below-grade areas ready for further excavation or
new construction. Remove all debris over 3" in size. Entire site shall be cleared and grubbed according to NTCOG specification item 3.2. No separate payment will be made for clearing􀁾􀀠and
grubbing. c 􀁾􀀠-B. Site Grading: Site shall be graded according to plans to a tolerance of +/-0.2 feet. There shall be no ponding or low areas on site. All drainage shall sheet flow
to the channel on the north and L west sides of the site. All backfill material necessary for bringing the site to the proper grades ·will be the responsibility of the contractor. At
a minimum, the t9P four (4) inches will be topsoil material. The fill material below the topsoil will be new select fill material. No separate payment will be made for these items. Fill
material will be free ofroot and rock material. C. It will be the responsibility of the Contractor to develop his own estimate prior to bidding on the project. f' L BD-5 
[ r , r l 1,. f >L ff L r!; . .,'" 􀁾-,r: 􀁉􀀮􀁾􀀠!'". 􀁾r L r" 􀁾􀀠L , . L ! . 5 L , :: a.._ 􀁾L r' L D. Vegetation: Hydromulch site with Common Bennuda or approved equivalent within
seven days of demolition of the building and parking areas. Hydromulch shall be applied at a rate as defined by the manufacturer for unifonn grass coverage. Water sbaH be applied until
the grass is well established. 3.8 REPAIRS A. General: Promptly repair damage to adjacent constniction caused by building demolition operations. B. Where repairs to existing surfaces
are required, patch to produce surfaces suitable for new materials. C. Restore exposed fmishes ofpatched areas and extend restoration into adjoining construction in a manner tbat eliminates
evidence ofpatching and refinishing. 3.9 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise
indicated to remain Owner's property, remove demolished materials from Project site and legally dispose ofthem in an EPA-approved landfil L 1. Do not allow demolished materials to accumulate
on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces . and areas. B. Burning: Do not bum demolished materials . C. Disposal: Transport
demolished materials off Owner's property and legally dispose ofthem. 3.10 CLEANlNG A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition
operations. Return adjacent areas to condition existing before building demolition operations began. END OF SECTION BD-6 
t . . . 1 , J " "j 1 } i j , , S'lJ:-S ';)!IS NOllV1flDffiI DNICI1ID.H NOSIaav i[O NMm I I ' , 
r-: r ! .. f , l. ;: ; (;. 􀁾􀀠f L Sec. 5..s7 ;5. _Excavation, construction or demolition at night 􀁾􀀠-prohibited.􀁾􀀠L (a) Intent and purpose. The city council of the Town of Addison
finds and declares tbat:fL: (1) The -uncontrolled 􀁥􀁸􀁣􀁡􀁶􀁾􀁴􀁩􀁯􀁮􀀮􀀠erection, construction or demof -lition at night upon buildings or structures presents an ,. inconvenience or
danger to the welfare and safety of those persons residing within or near the buildings or structures r \ . worked upon. l (2) Such nocturnal activity causes inconvenience or danger
to ,f those-persons residing within onnear the buildings or t structures worked upon sa as to constitute a public Duisance. (3) It is a matter of public necessity that the Town of Addison
protect those persons residing within or near the buHdi'ngs ! t Supp.No.23 858.13t. .. 
BUlLDlNGB. BUILDlNG REGULATIONS 􀀱􀁾􀀷􀀮􀀶􀀠or structures worked upon from the danger posed by such ,noCturnal activity. . (4) ,The provisions and prohibitions hereinafter contained
and enacted are in pursuance, of and for the morals and general , \ , welfare of persons in the Town ,of Addison. (5}Thllre ' is an immediate and present danger presented by , the above
described uncontrolled nocturnal activity, creat, ing an emergency. , (b) Unlawful activity. It shall be unlawful for a person, fIrm. orI 'coIpOration toexcavate,erect, build. construct;
alter. 􀁲􀁥􀁰􀁡􀁾􀁲􀀠or .. demolish any building or structure which has been issued or . which is required to be.issued a building permit by the Town of , Addison between the hours of
7.:00 p.m. and 7:00 a.m. Monday " throl:!.gh Friday. and between the hours of7:00 p.m. and 8:00 a.m. on'Saturday and Sunday, ifsuch activity is perl'ormed within a ,reside4tial. apartment
at townhouse zoned area. or within three 􀁨􀁵􀁮􀁾􀁥􀁤􀀠(300) feet of an occupied residence. except in cases of , urgent necessity"' or in the interest of public 􀁾􀁡􀁦􀁥􀁴􀁹􀀠and conve·
nieneeiand.then only by permit of the city manager. , " (c) Exception., ,The provisions of this section shall not apply to " 'city and utility 􀁣􀁯􀁾􀁰􀁡􀁰􀁹􀀠,when engaged in the installation
or l repair of utility Hnessituatedwithin sucn buildings or structures. , (d) Posting' of Bign. The owner of the property upon which { activity is carried on or the general contractor
sl).all be responsi· i., ble for: the posting of a sign in a clearly visible area at all ,( entrances to construction sites that will state the hours during, \c,. which constl'u,ction,
is allowed. (Ord. No. 084·051,§ 1,7·24·84; , OrceNa. 085.-040, '§§ 1,2.6-25·85) ..c' " . 􀁅􀁤􀁩􀁴􀁯􀀮􀁾􀀺􀀸􀁾􀁯􀁴􀁥􀀭􀁓􀁥􀁥􀁴􀁩􀀨􀁬􀁮􀀠2oCOrd. No. 􀁏􀁾􀂷􀀰􀀵􀀱􀀮􀀠adopted July 24, 1984.
provided l" 􀁾􀁴􀁨􀁡􀀢􀁴􀀧􀁡􀁮􀀵􀀺􀁾􀁲􀁂􀁏􀁮􀁾􀀠firm or corporation vj.olating the provisiot13 oithia ordinance. codified 'nere'in u § p·,31.6, shall upon commission be deemed guilty
of a mlBde· ( meahor. and shaUbe aubject to a fine not to exceed two hundred dollars ($200.00). !""'-?". , . Fudher:jnofe, the construction or building' pe:rmit oiA perSon. rll'1Il or
corporation may be revoked if said person, firm or corporation contlIlues Violating any oethe f l>r:oviaions oftbis' §Ii-87.5. '" -.• --' .•..._._-' -' t ,f c ,f, iL ;L 
" 􀀻􀁾􀀠􀁾􀀠 􀁾􀀠, 􀀭􀁾􀀠, XI<IN:tlddV 31 1 􀁾􀀭􀀷􀀠J "l 􀁾􀀠" '. , 1 1 J , . > .1 
16i:i:I-:= .,-3\5 􀀮􀁾􀀽􀀠(Aw.'-IlI't JTEXAS SALES AND USE TAX EXEMPTION CERTIFICATE 􀁾􀀠􀁦􀁎􀁡􀁮􀁷􀁣􀁩􀁾􀀮􀀦􀁭􀁦􀁬􀁬􀁾􀀠􀀬􀁊􀁲􀀭􀀭􀀧􀁾􀁩􀀧􀀮􀁡􀀮...",-IPhoM (AlM 􀁾􀁍􀁊􀁤􀁾􀀠.,.,..s.-ZIP_[."JL-I____-
--:-_---:-_____________---1 'I I the purchaser named 'above, claim an exemption from payment of sales and use taxes for the purchasa of taxable kems .. described below or on the allac:hed
order or invoice lorm: " 􀁓􀁾􀁾______________________________________________ 􀁾􀀧􀁊􀁉􀀠SInIGt address: CII)'. StaIB. ZIP cOda: .J Description of items 10 be purchasad or on me anacnac
oroar or InvtllCe: 'J J, Purchaser claims this 8Xamption for tho following reason: J EXEMPT USE IJ􀁾􀀠--' I understand that I will be liable for payme s or use taxes which may become
due lor failure {..I' to comply wah the provisions of the Tax 'mited Sales, Excise, and Use Tax Act, Municipalt." L, • Sales and Use Tax Act, Sales and Us lor Special Purpose Taxing
AuthorRies, County Sales and Use Tax Act, County Health Service ales and Use Tax and the Texas Heafth and Safety Code: Special Provisions Relating to Hospital Districts, Emergency Services
Districts, and EmergefiCY Services Districts in counties wah a population of 125,000 or less. I understand that it Is a misdemeanor to give an exemption certificate to the seller for
taxabte Hems which I know, at the lime 0,1 purchase, will be used in a manner other than that expressed in this certillcate and that upon conviction may be fined not more than J5lillll.
per offense. p,.--,"", 0... I· I Nole: This cerlilicata cannot be issued lor the purchase, laase or rental of a motor vehicle.II THIS CERTIFICATE DOES NOT REOUIRE A NUMBER TO BE VALIDl.
Salas and Usa Tax 'examptlon Numbars' or "Tax Exempt" Numbers do notexisLe' .II This certificate should be furnished to the suppOer. Do !!lll. send the completed carlillcala to the 􀁾􀀠Comptroller
of Public Accounts. . :1􀁾􀁌􀁉􀀺􀀠" 
􀁲􀁾􀀠J l Stonn Water Pollution Prevention Plan Building Demolition Only ,r Arapaho Road Part A -Site Description f tv Type of Project 'The project is the demolition of an existing building
and associated parking. This project is f-· necessary due to the alignment of Arapaho Road in Addison, Texas. t Schedule L_ f :f, i.i. c Scheduled Revised Milestone I Set up initial
controls I Building demolition I Demolish west 􀁰􀁡􀁲􀁫􀁩􀁮􀁾􀀠• Stabilize west parking area : Install phase B controls Demolish east parkinR • Final Site stabilization Part B -Existing
Conditions Existing Foliage Start i Finish Start Finish : I I I I Type ofGrass I Vegetation Approximate Density Site Coverage I Bermuda Grass 90 10 , Trees 20 10 Drainage Impacts Pre-development
Runoff Coefficient (C in Rational Formula) " t Post-development RnnoffCoefficient 1..< 􀁾􀀬􀀠Onsite Systems e Pipe System Present No 􀁾􀀢􀀠Other Systems Present 0.90 0.40 Addition of
roadway will be in a fntnre phase. [ There is a substantial drainage channel located on the north and west-side of the property. This channel shall not be significantly impacted by the
construction activities. The existing channel lining will remain in place. ff Existing Areas of Erosion 􀁾􀀠" Since most of the site consists ofstructure and pavement, there is little
evidence of existing erosion. ,. t <' Part C -Pollution Prevention Techniques Project Phasing : I I I Phase I Start Finish I Phase A I Phase B : r 􀁾􀀮􀀠􀁾􀀠f SW3P-1 ,.l. ' 
Vegetative Techniques Bennuda seed shall be applied as described in Section 49 ofthe Special Conditions and the Vegetation Construction ( -BMF in this Appendix. Grassed areas will be
watered until grass is well established. Silt Fence Design capacity for silt fence shall be 3,5 cubic feet per second, As shown on the construction plans, silt fence shall be installed
in two phases, A and B. Install Date Removal Date Phase A PhaseB Stabilized Construction Entrance The existing pavemerit at the entrance to the site shall remain for the majority of
the demolition activities. Ifthis entrance is removed before completion of the demolition activities, a stabilized construction entrance shall be installed. r t Waste Management Practices
Solid Waste Management o Covered, leakproof trash container on-site, o Dumpster on site. o Daily site clean up procedures implemented. o Timely collection of waste from containers. l
: Hazardous Waste Management o Controlled storage facility for paint, thinner and solvents. \:. " o Controlled storage facilities for fertilizer and other chemicals. o Procedures for
handling spills is established and posted on-si!e.( a" Hazardous Materials used or found on-site 0 Solvents f!: 0 Fuels L .. Oils • Grease f • RoofmgTar! • PesticidesL • Fertilizer f'
) Concrete Waste Management , • Concrete dust and debris resulting from demolition • Washout areasr o Runoff Treatment t r. L { f ,," c" SW3P-2f 􀁾􀀠It.. 
Part D -Contractor f Sub Contractor Certifications Any contractor or sub contractor responsible for portions of the SWPPP or impacts the efforts of the SWPPP shall sign the following
certification prior to providing services at the site. I certifY under penally of law that r understand the terms an conditions ofthe general National Pollutant Discharge Elimination
System (NPDES) permit that authorizes the storm water discharges associated with industrial activily from the construction site identified as part of this certification. Signed: ________________
Date: ___________ Name (printed): _______________l " < Title: ___________________ " ,l_: NameofFUnr _________________ Address: ________________f 􀁾􀀠Cily, State, Zip: _________________
Pbone: __________________ Nature ofFinn's Responsibilily: __________________________ r' 􀁜􀀺􀀮􀀮􀁾􀀠Signed: _________________ 􀁾􀀠Name (Printed): _______________ l Title: ___________________l
NameofFUnr _________________ 􀁾􀀠,. L Address: _________________ ! City, State, Zip: Zip: ______------------I.,􀁾􀀧􀀭􀀧􀀠Phone: __________________ ( Date: ___________ Nature ofFinn's
Responsibilily: __________________________ 􀁾􀀮􀀠rl.; ( :.' 􀁌􀁾􀀠r l_ ,: L. SW3P-3f ' ,; 􀁾􀀮􀀠
'"' \ t r " f ,[ , L. , i , {. "i <[ C r t. L ( , ;, L. Signed: Date: Name (printed): Title: Name ofFinn: Address: City, State, Zip: Phone: Nature ofFirm's Responsibility: Signed: Date:
Name (printed): Title: Name ofFinn: Address: City, State, Zip: Phone: Nature ofFinn's Responsibility: Signed: Date: Name (printed): Title: Name ofFinn: Address: City, State, Zip: Phone:
Nature ofFirm's Responsibility: SW3P-4 L 
I I Sec/ion 4 • Cons/l1Jc/ion BMPs r ApplicationsVegetation Perimeter Control r -F'/ow DESCRIPTION Vegetation, as a Best Management Practice, is the sowing of annual grasses. r small
grains or legumes to provide interim and permanent vegetative( stabilization for, disturbed areas. f '. PRIMARY USE Vegetation is used as a temporary or permanent stabilization technique
for areas disturbed by construction but not protected by pavement. building or , other structures. As a temporary control, vegetation is used to stabilize, stockpiles and barren areas
which are inactive for long periods of time. As a c c permanel)t control. grasses and other vegetation provide good protection for the soil along with some filtering for overland runoff.
SUbjected to aCceptable, runoff velocities. vegetation can provide a good method of 􀁰􀁥􀁲􀁭􀀺􀀢􀀬􀀬􀁾􀁮􀁴􀀠stOrm water management as well as a visual amenity to the site. 􀁾􀀠Other
BMPs may be required to assist in the establishment of vegetation. These other techniques include erosion control matting. swales and 'dikes to drrect L flow aroWld newly seeded areas
and proper grading to limit tunoff velocities during construction. r 􀀮􀁾􀀠APPLICATIONSL Vegetative techniques can and should apply to every construction project with few exceptions.
Vegetation effectively reduces erosion in swales. stock piles, [ berms. mild to medium slapes and along roadways. Vegetative strips can provide some protection when used as a perimeter
control for utility and site developrnen t construction. . r ( In many cases, the Initial cost of temporary seeding may be high compared to 􀁾􀀧􀀢􀀧􀀢􀀠tarps or covers for stockpiles
or other barren areas subject to erosion yet inactive. This initial cost should be weighed with the amount of time the area is [ to remain inactive, since maintenance cost for vegetated
areas is much less than 􀁾􀀬it...'. most structural controls. . DESIGN CRITERIAr Surju.a PrcparlditmL ,0 'Interim or final grading' must be completed prior to seeding. mi%U.mizing all
steep slopes.' '. '. ( o Install all necessary erosion structures such as dikes. swales.t diversions. etc .• prior to seeding. ( 1 L .. Slope Protection Sediment Trapping Channel Protection
ITemporary Stabilization I IPermanent Stabilization I ,Waste Management. Housekeeping Practices Targeted Constituents • Sediment Q Nutrients Toxic Materials o Oil & Grease o Floatable
Materials o Other Construction Wastes Implementation Requirements , Q Capital Costs ' Q Maintenance .0 Tr,lIning • Suitability lor Slopes :>5% Legend, • Significant Impact Q Medium Impact
o Low Impact ? Unknown or Questionable Impact Fe = 0.90 E-4 􀁾􀀠 North Central Texas Council of Governments ! I . HercOG Construction BMP Manual 4·11 Febl1Jary 1993 L 
, . J L c i l t" 1'. i· r. { '-. t i, f l . \ <. , I:, l' ". 􀁾􀀮􀀬􀀠{, ! Section 4 -Construction BMPs Vegetation .0 Groove or futTow slopes steeper than 3:1 on the contour line before
seeding . .0 Provide Hi inches of topsoil oVer rock, gravel or otherwise unsuitable Soils. .0 Seed-bed should be well pulverized, looSe and UniIOIm. . Pion! Seledion, FmiliM!iouM Seeding
.0 Use only high quality, USDA certified seed. . .0 Use an appropriate species or species.mixture adapted to local dimate, soil conditions and season according to the table on the following
page. Consult with the local office of the US. SOU Conservation Service (SCS) or Engineering Extension service as necessary for selection of proper , species and appllcation technique
in this area • .0 Seeding rate should be in accordance with the table on the following page or as recommended by, the SC5 or engineering extensi.on service . .0 Fert:!lixer shall be
applied according to'the manufacturer's recommendation with proper spreader equipment. Typical Typical application rate for 10-10-10 grade fert:!lixer is 700-1000 Ib/ac;re. 00 NOT aVER
APPLY FERTILIZER. " . . o If hydro-seeding is used, do not mix seed and fert:!lixer more than 30 minutes before application. o Evenly apply seed using cydone seeder, seed drill; cultipacl<er.
or hydraseeder. o Provide adequate water to aid in establishment of vegetation. o Use appropriate mulching techniques where necessary. LIMITATIONS Vegetation is not appropriatefor areas subjected to heavy pedestrian ,or vehicular rraffic: As a temporary technique, vegetation may be costly when compared to other techniques. Vegetation' is not appropriate for
rock, gravel or coarse grained soils unless 4 to 6 inches of topSOil is (applied., MAINTENANCE REQUIREMENTS Prote<:t newly seeded areas from exCessiVe runoff and traffic until vegetation
is established. A wateri;'g and fert:!lixlng schedule will be reqUired as part of the SWPPP to assist in the establishment of the vegetation. Specilication SlIction . N/A 0..1 ... 110
NIA 􀁾􀁉􀁉􀁉􀀠 HercOG Construction Manual 4-12 February 1993 r L 
I Stabilized Area Supports ,. r ,. r l \ L !.:: . l: f' L ,. L &.;,''': f. i1£... _ (. 1 L " L L Section 4 -Construction aMPs ApplicationsSilt Fence Perimeter Con§Cl. " " /' DESCRIPTION
A silt fence consists of geotextile fabric suppoit;!d by poultry netting or other bacldng stretched between either wooden or metal posts with the lower edge of the fabric securely embedded
in the soli. The fence is typically located downstream of disturbed areas to intercept runoff in the form of sheet flow. Silt fence prOvides both filtration and time lor sedimentation
to reduce sediment and it reduces the velocity of the runoff. Properly designed silt fence " is economical since it can be re-located during construction and re-used on other projects.
PRIMARY USE Silt fence is normally used as perimeter control located downstream of disturbed areas. It is only feasible for non-concent:rated, sheet flow conditions. APPLICATIONS Silt
fence is an econOInlcaJ means to treat overland, non-concent:rated flows for all types of projects. Silt fences are used as perimeter 'control devices for both site developments and
linear (roadway) type projects. They are most effective .with roarse to silty soil types. Due to the potential of clogging, silt .fence should not be used with clay soil types. In'order
to reduce the length of silt fence, it shoule be plaoedadjacent to the down slope side of the construcj.ion activities. DESIGN CRITERIA o Fences are to be constructed along a line of
constant elevation (along a contour line) where possible. o Maximum slope adjacent to the fence is 1:1. o Maximum distance of flow to silt fence should be 200 feet or less. o Maximum
concentrated flow to silt fence shall be 1 CFS per 20 feet of fenoe. o If 50% or less of soU, by weight; passes the U.s.-Standard sieve No. 200, select the equivalent opening size (E.O.s.)
to retain 85'1', of the soil. o Maximum equivalent opening size shaUbe 70 (#70 sieve). o Minimum equivalent opening size shall be 100 (#100 sievel. ·0 If 85% or more of soU, by weight,
passes the U.s. Standard sieve No. 200, silt fences shall not be used due to potential clogging. HCroQG Construction BMP Manual 4-21 February 1993 Drainage area limits--C--........,:
.' 􀁓􀁩􀁉􀁴􀁆􀁥􀁮􀁾􀀢􀀠.... ,/' Slope Protection Sediment Trapping J Channel Protection TemporaJy Stabilization Permanent Stabflization . Waste Management Housekeeping Practices Targeted
Constituents • Sediment o Nutrients Toxic Materials o Oil & Grease g Floatable Materials o Other Construction Wastes Implementation Requirements g Capital Costs • Maintenance o Training
g Suitability lor Slopes >5% Legend • Significant Impact g Medium,lmpact o Low Impact ? Unknown or Questionable Impact .Fe = 0.75 S-1 North Central Texas Council of Governments ' L 
l Section 4 • Constl1JCtion BMPs Silt Fence o SuIiident room for the operation ofsediment removal equipCtent ,shall be provided between the silt fence and oth,er obstructions in order
to properly maintain the fence. f'" o The ends of the fence shall be turned'upstream to prevent bypass of stormwater.c' "' LIMITATIONS { Minor pending will likely occur at the upstream
side of the silt fence resulting in minor localized flooding. r Fences whlch are constructed in swales or low areas 􀁳􀁵􀁢􀁪􀁾􀀠to concentrated now may be overtopped '" , resull:iitg
in fallure of the ruter fence. Silt fences subject to areas of concentrated flow (waterways with , !lows:> 1 ds) are, not acceptable.' " , .;. 7 􀁾􀀠Silt fence caninteriere with construction
operations, therefore planning of access routes onto the"site is1 􀀮􀁾􀀠critical. '" , /' Silt fence can fall structurally under heavy storm flows. creating maintenance problems and
reducing the f .i effectiveness of ,the system . .􀁾􀀮􀀠,< MAINTENANCE REQUIREMENTS inspections shciuld be made on a weekly 􀁾􀁳􀁩􀁳􀀬􀀠especially after large stonn events. Hthe fabric
becomes dogged, it should be cleaned or if necessary, replaced. , ( Seqiment 􀁳􀁾􀁯􀁬􀀻􀀧􀁬􀁤􀀠be removed when'it I'l!aches approximately one-half the height of the fence. L ( L f, t.
􀁾􀀧􀀠f&:.'S.,r , i.., f t Sp<leification Section , 8" DatalllO 2020 􀁾􀀠 NC'lCOG Construction Manual 4·21 February 1993 
SectJon 4 -Construction BMPs r ApplicationsStabilized Construction Entrance Perimeter Control J II Depth .\ Wash RackBI' 􀁾\ . ./(Optional)I I 􀁾􀁉􀀠I ://mllil W\dlh.Iff/\􀁾􀀠 􀁾􀀠 ;FIOW
to treatment 􀁢􀁡􀁲􀁲􀁩􀁥􀁾Filter Fabric such as si.it fence , DESCRIPTION A stabilized construction enmnce consists of a pad consistlng of gra\flll, crushed stone, recycled concrete
or other rock like material on top-of geotextile filter cloth to facilitate the wash down and removal of sediInent and. other, debris hom construction equiplnent prior to exiting the
construction site. For 'added effectiveness, a wash rack area can be incorporated into the design to further reduce sediInent tracking. For long terln projects, cattle guards Or other
type of permanent rack system can be used in conjunction with a wash rack. ( ". This 􀁤􀁾􀁥􀁣􀁴􀁬􀁹􀀠addresses the problem of silt and mud deposition in roadways used for construction
site access. ' PRIMARY USE ( . Stabilized construction ent:rances are used, priInariJy for sites in which significant truck traffic occurs on a daiJ y basis. It reduces the need to remove
c sediment hOIn sineets. If used properly, if.lso directs the majority of traffic to. a single location, reducing. the number and quantity of disturbed areas on the <, . site and providing
protection for othe;r Slnlctural controls through traffic L .control. ' r APPLICATIONS f, , Stabilized construction entrances are a required part of the erosion control plan fcir all
site developlnents larger than S acres and a recolnlnended practice for, all construction sites, It is not suitable for long, linear projects. 1£ possible, small[ entrances should be
incorporated into slnall lot construction due to the large' ,.i percentage of disturbed area on the site and the high potential for offslte trac:kit\g of silt and !nud.II 􀁾􀀠.. DESIGN
CRITERIAl 1 o Stabilized construction entrances are to be constructed such that drainage across the entrance is directed to a controlled, stabilized outlet on site with provisions for
storage proper filtration and removal of wash water. o The entrance must be properly graded so that slOrln water is not allowed to leave the site and enter roadways. o Minimum width
of entrance shall be lS feet, but in no case shan the width be less than that of'the entry way'to be used. . .0 Minimum depth of entrance shall be 8 inches for 􀁾􀁥􀀠entire length of
. the control. t. c< . > . L. .1' NCTCOG Construction BMP Manual 4-37 Slope Protection Sediment Trapping . Channel Protection ITemporary Stabnization I Permanent Stabilization Waste
Management Housekeeping Practices Targeted Cons\lluenls' COl Sediment. o Nutrients Toxic Materials o Oil & Grease o Floatable Materials o Other Construction' Wastes Implementation .
Requirements • C,apital Costs' COl Mainienance , 0 Training o 􀁓􀁵􀁩􀁴􀁡􀁢􀀱􀁬􀁩􀁾􀀠lor Slopes >5% Legend • Significant Impact COl Medium Impact o Low Impact ? Unknown or Questionable
Impact Fe =N/A 8-9 􀁾􀀮􀀠 North Central Texas Council 01 Governments ! J February 1SS3 
Section 4 -Construction BMPs r-,-.: , ! I' i . 􀁾􀀮􀀮􀀺􀀠7 , 􀁾􀀮􀀠t_ r' 􀁾􀀠. :......:, r 􀁾􀀮􀀭􀀻􀀮􀀧􀀠r-· ( ;:"I· L 􀁾􀀠'--r L 􀁦􀁾􀀧􀀠f: L r,􀁾􀀠L rt t. 􀁾􀀠r !,-I I t ( . ( l TodAre.
Avg. Lot Depth Min. Width of Entnnce Min: Depth of-Entrance .. < I Acre· 100 feet IS feet· 20 feet < 5 Acres 200 feet 20 feet 30 feet < 10 Acres > 200 feet 20 feet 40 feef > 10 Acres
>200 feet 25 feet 50 feet Stabilized Construction Entrance 0 Minimum dimensions for the entrance shall be as follows: LIMITATIONS Selection of the construction entrance location is aitical
in that to be effective, it must be used exclusively. Stabilized entrances are rather ·expensive considering that it must be installea in combination with one or more other sediment
control techniques, but it may be cost effective compared to labor inteIisive street cleaning: MAINTENANCE REQUIREMENTS Inspections should be made on a regular basis and after large
stonn events in order to ascert"u; whether or not sediment and pollution are being effectively detained ·on site. . _-, :, . . .,. When . sediment has substantially clog·ged the void
area betWeen the rocks, the aggregate;na.t must be washed <lown or replaced. Periodic re-grading and top dressing with. additional stone must be done to keep the .efficiency.of the entrance
from diminishing .. , -Specification Section -G O.laliIO 2070 􀁾􀀮...,c'W -; NCTCOG Construction Manual 4-38 February 1993 ( 
,,-, [ , [ f ,0 I' i l , I ::. ... f ! t. ' I 􀁾􀀧􀀠L, , "􀁾􀀠, F, ' 􀁦􀁾􀀧􀀠rL Section 4 -ConstfIJction BMPs ApplicationsSolid Waste Management Perimeter Control OESCRIPTION la:rge
volumes of Solid waste are often generated at construction sites including: packaging, pallets, wood waste, concrete waste, soU, electrical, wiring, cuttings, and a variety of other
materials. The solid waste management, practice lists techniques to mlnlmlze the potential of storm water contamination hom solid waste through ,appropriate storage and disposal practices.
PRIMARY USE These practices should be a par! of all construction practiCes. By limiting the trash and debris on site, storm water quality is improved along with reduced clean up requirements
at the completion of the project. APPLICATIONS The solid waste management practice for construction sites is based on proper storage and disposal practices by construction workers and
supervisors. Key elemen ts 01 the program are edueation and modification 01 improper disposal ha):>its. Cooperation and vigilance is required on the part of supervisors and workers to
ensure that the recommendations and procedures are followed. FollOWing are lists describing the targeted materials and recommended procedures: a ' Targeted Solid Waste Materials Paper
and cardboard containers , Plastic packaging , Styrofoam packing and forms Insulation materials (non-haza,dous) Wood pallets Woodcuttings Pipe and electrical cuttings Concrete, brick.
and mortar waste Shingle cuttings and waste ' Roofing tar , Steel (cuttings, nalls. rust residue) Gypsum board cuttings and Waste ' Sheathing cuttings and waste Miscellaneous cutting
and waste Food waste Dernoli tion waste StorQg< Proctdurt:S a Wherever possible, minixnize production of solid waste materials. a Designate a foreman or supervisor to oversee and enforce
proper solid 􀁷􀁾􀁳􀁴􀁥procedures. a Instruct construction workers in proper solid waste procedures. a Segregate potentially ha.::a;dous waste from non-hazardous construction site debris.
a Keep solid waste materials under cover in either a closed dump-ster or other enclosed trash container that limits contact with rain and runoff. a Store waste materials away from drainage
,ditches, swales and catch basins. Slope Protection Sediment Trapping Channel Protection Temporary Stabilization 'Permanent Stabilization I Waste Management I IHousekeeping Practices'l
Targeted, Constituents o Sediment • Nutrients , Toxic Materials o Oil & Grease • Floatable Materials • Other Construction Wastes Implementation , Requirements o Capital Costs o Maintenance
o Training o Suitabilil)' lor , Slopes>5% Legend .. Significant Impact o Medium Impact o low Impact . ? Unknown or , Questionable Impact iW North Central Texas Council 01 Governments
NCTCOG Construction 8MP Manual 􀁎􀁾􀀠 FebfIJary 1993 W-1 
Section 4 -Construction BMPs 0II 0 0II 0 I I t 1 􀁾L r 􀁾􀀠'L L 􀁾􀀠. t f c , " 􀁲􀀮􀁾􀀠i [ f-' 1L [ j, ( L . (, ic _ t' -; r Solid Waste Management 􀀮􀁾􀀡􀁾􀀠Do not allow trash containers
to overflow. Do not allow waste materials to accumulate on the ground. Prohibit littering by workers and visitors. . Police site daily for litter and debris•. 0 Enforce solid waste handling
IUId storage procedures. . Dispo$ll/Pr.etdurl!S o If feasible, segregate recyclable wastes from non-recyclable waste materials and dispose of properly: o General construction debris
may be hauled to a licensed construction debris landfill (typically less . expensive than a sanitary landflll). .0 . Use waste facilities approved by local jurisdiction. '0 RWloff which
comes into contact ·with unprotected wi.sle shall be directed into structural trealment such as silt fence·to.l'Ilmove debris. . . £duaI!ion O. Educate all workers on soUd waste storage
and disposal procedures. o Instruct.workers in identification of solid waste and hazardous waste. o .Have regular meetings to discuss and reinforce disposal procedures (incorporate·
in regular safety . si!minars). . 0 . Qear\y mark on all solid waste containers which materials are acceptable. Qu.alily Om!r.l o ForemlUl and/or construction sUpervisor shall monitor
􀁯􀁮􀁾􀁩􀁴􀁥􀀠solid waste storage and diSposal ( . procedures. o Discipline workers who repeatedly violate procedures .. Requiremmts o Job-site waste handling and disposal education
and awareness program: O· Commitment by managemen!!o implement IUId'enforce Solid Waste Mpnage:ment Program. o . Compliance by wOrkers.' . O· Suffident and appropriate waste storage
containers .. o Timely removal of stored soUd waste materials. o Possible modest cost impact for additional waste storage contafuers.· o Small cost impact lor training and monitoring
o Minimal overall cost impact. LIMITATIONS Only addresi;eS non-hazardous solid waste. One part of a comprehensive construction site management program. Specification Saction f N/A DfilalllD
N/A aY. , , r..... NCTCOG Construc:lion Manual 4-44 February 􀀱􀀹􀁾􀀳􀀠f l 
" Section 4 -Construction BMPs i ' ApplIcationsHazardous Waste Management Perimeter Control DESCRIPTION The hazardous waste management BMP addresses the problem of storm water polluted
with hazardous waste through spills or other forms of contact, The objective of the Management Program is to minimize the potential of stormwater conta:rnination from cornmon construction
site hazardous wastes through appropriate re<:ognition. handling, storage and diSpoSal practices, It is not the intent of this Management Program to'supersede or replace nonnal site
assessment and remediatiol) procedures, Significant spills and/or contamination warrant immediate response by trained professionals. , Suspected job-site contamination should be immedlately
reported to regulatory ,authorities and protective actions taken. The General Permit requires reporting of significant spills to the National Response Center (NRC) at (800) 424-8802.
PRIMARY USE' These management practices along with applicable OSHA and EPA guidelines should be incorporated at, all construction sites which use or 􀁧􀁥􀁾􀁥􀁲􀁡􀁴􀁥􀀠haz.a:rdous wastes.
Many wastes such as fuel. 011. grease, fertilizer and 􀁾􀁳􀁴􀁩􀁣􀁩􀁤􀁥􀀠are present at most construction sites. '. , ,1: INSTALLATION, APPLICATION AND DISPOSAL CRITERIA 􀁾􀀠. , The haZardous
waste management techniques presented here are based on proper recognition, handling. and dlsposal practices by construction workers and supervisors. :Key elements' of the management
program are education. proper dispoSal practices, as well as provisions for safe storage and disposal. '. Following are lists describing the targeted, materiais and recommended ,procedures:
" f L. o Targeted Hazardous Waste Materials paints Solvents 1 Stains􀁌􀁾􀀠Wood preservatives Cutting oils GreasesL, Roofing tar Pesticides Fuels &; lube oils ,. ' • , Lead based pain
ts (Demolition)L. Star.g' Proetdur.. o Wherever possible, miniIrrlze use of hazardous materials. i:: o Minirni!z.e generation of haz.a:rdous wastes on,the jolHite. '11,;.'. J o Segregate
potentially hazardous waste from non-hazardous construction site debris. 􀁾􀀠o Designate a foreman or supervisor to oversee hazardous materials t. handling procedures. b Keep liquid
or semi-liquid haz.a:rdous waste in appropriate containers (closed drums or similarl and under cover. , o Store waste materials away from drainage dltches. swales and catch L. w, F'
' i£•. 􀁾􀀯􀀠Slope Protection Sediment Trapping Channel Protection Temporary Stabilization Permanent Stabilization I Waste Management I IHousekeeping Practices I Targeted Constituents
o Sediment • NutrientsToxic Matarials • Oil & Grease o Floatable Materials • Other Construction Wastes Implementation Requirements' , g Capital Costs Q Maintenance Q Training b Suitability
for SlOpeS >5% Legend • 􀁓􀁩􀁧􀁮􀁩􀁦􀁩􀁬􀀻􀁡􀁮􀁕􀁭􀁰􀁾􀁣􀁴􀀠Q Medium Impact o Low Impact ? Unknown or Questionable Impact W-2 􀁾􀀬 􀀢􀁾􀀧􀀠 North Central Texas 􀁃􀁯􀁵􀁮􀁣􀁾􀀠01 Governments
' NCTCOG ConstnJction BMP Manual 4-45 February 1993"􀁾"" 
Section 4 -Construction BMPs Hazardous Waste Management , ,i( , i l basins, o Use contain:ment berms in fueling and maintenance are"s and where the potential far spills is high •. c
o Ensure that adequate ha:tardous waste storage volume is available. j D Ensure that hazardous waste collection containers are conveniently located. t_:. o Do not allow potentially ha:tardous
waste materials to accUmulate on the ground. o -Enforce hazardous waste handling and disposal procedures. r o .Oearly tnark on all ha:tardous waste containers which tnaterials are acceptable
for the cont;>iner. DispoSlll P,ow!ures .' o Regularly schedule ha:tardous waste removal to 􀁾on-site storage • , D Use orily reputable, licensed ha:tardous waste haulers. ;: c .. EduC4!um
L o .Instruct workers. in identification ofhazardous waste· o Educate workers of potential dangers to humans. and the environtnent iTom hazardous wastes o Instruct workers on safety
procedures for CODUnon construction site hazardous wastes r o Educate all workers on hazardous waste storage and disposal procedures I o Have regular tneetings to discuss and reinforce
identiIica·tion, handling and disposal procedures L Cincorporare in regular safety seminars) o Establish a continuing education program to indoctrinate new employees..,-􀁬􀁾􀀠Quality
Assurll1lct o Forei:nan andlar construction supervisor shall tnonitor on-site hazardous waste storage and T disposal procedures. I, o Educate and if necessary, discipline workers who
violate procedures. \. o Ensure that the hazardous waste disposal contractor is reputable a;nd licensed. , 􀁾, R.quircmmts '0 Job-site haza!:dous waste handling and disposal education
and awareneSs progriun.t o Cotnrnibnent by tnanagement to Implement hazardous waste management practices. !'[' o Cotnpliance by workers. 􀁾􀀠o Sufficient and appropriate hazardous 'waste
stonge containers.1..., , 0 Timely removal of stot:ed hazardous waste materials. ,,Costs: o Possible tnodest cost Impact for additional hazardous storage containers.. ! '-o Stnall cost
Impact far training and tnonitoring. ' o Potential cost Impact for hazardous waste collection' and disposal by licensed hauler -actual cost r depends on type oltnateria! and volume.L
LIMITATIONS 1bis practice is not intended to address site-assessments and prHx.iSting" I. 'contunination. .< .• Specification SocIicn Major contamination, large spills and other serious
hazardous'waste incidents N/Arequire Immediate response iTOtn spedalists. Demolition activities and potential pre-<!xisting m'aterials, such as asbestos, OataillOl N/A'are not addressed
by this program. Site specific inform.ation on plans is' necessary. Contaminated soils are not addressed. One part of a comprehensive construction site waste management program. 􀁾􀀠f
i HCTCOG Construction Manual 4-46 February 1993 
.' . Section 4 • Construction 8MPs r' I ,f I l . I ,t ,􀁾􀀠.c \ L f:, i 􀁾􀀠, i· L (, Ii. r f L ,I I L Concrete Waste Management· Applications Perimeter Control Slope Protection' sediment
Trapping Channel Protection T1'lmporary Stabilization' Pennanent Stabili%ation I Waste Management I IHousekeeping Practices I . Targeted Constituents o sediment o Nutrients Toxic Materials
o 011 & Grease o Floatable Materials • Other Construction Wastes .DESCRIPTION Concrete waste at construction sites comes' in two forms; 1) excess fresh concrete mix including truck and
equipment washing. and 2) concrete dust and concrete debris resulting from demolition. Both forms have the potential to impact water quality through storm water runoff contact with the
waste. PRIMAAYUSE Concrete waste is present at most construction sites. This BMP should be utilized at sites in which concrete waste is present. APPl.ICATIONS '. A number of water quality
parameters can be' affected by introduction of concrete -especially fresh concrete. Concrete affects the pH of runoff, causing Significant chemical changes in water bodies and harming
aquatic. life. Suspended solids in the form of both cement and aggregate dust are also generatedfrom both fresh and demolished concrete waste. CUTT"'" Urulccq>tqblt WIlSI< Concritl<
DispoSllI Practices D Dumping in vacant areas on the job-site o illicit dumping off-jobsite D Dumping into ditches or drainage facilities R<Cbmmeridtd DfSpoSllI PTadic<s D Avoid unaccePtable
disposal practices listed above. D Develop pre-determined. safe concrete diSposal areas, D Provide a washout area with a minimum of 6 cubic reet of containment area volume for every
10 cubic yards of concrete poured, o Never dump waste concrete illicitly or without property owners knowledge and consent. '. . o Treat runoff from storage areas through the use of structural
controls c,. as required. EduOllion o ' Drivers and equipment operators should be instruc:ted on proper disposal and equipment washing practices (see abovel, o Supervisors must be be
made aware of the potential environmental· consequences of improperly handled concrete waste. En[oTI%Tn"'" . D The construction site manager or foreman must ensure tha t employees and
pre-mix companies follow proper procedures for concrete disposal and equipment washing. o Employees violating disposal or eqUipment cleaning directives. must be re-educated or disciplined
if necessary. . l)""",!ition PTadi= o Monitor weather and wind direction to ensure concrete dust is not entering drainage structures and surface waters. o Where appropriate. construct
sediment traps or other types of . sediment detention devices downstream of demolition activities.· Implementation. Requirements. Q Capita(Costs Q Maintenance Q Training o Suitability
for Slopes >5% Legend • Significant Impact Q Medium Impact o Low Impact ? Unknown or Questionable Impact W-3 􀁾􀀠North Central Texas Council 01 Governments f NCTCOG Construction BMP
Manual 4-47 February 1993 t l .. 
.. Section 4 -Construction BMPs· Concrete Waste Management ("!? . 􀀧􀀮􀁾􀀡􀀠·f•. · It<ljuirl!TtfDlts! o Use pre-deten:nined disposal sites for waste concrete. ( , o ProhibH dumping waste
concreteanywhere.but pre-determined areas. o Assign pre-deten:nined truck and equipment washing areas; r o· 'Educate drivers and operators On proper disposal and eqUipment cleaning procedures.,
Ccsts '0 MInimal cost impact for traIning and monitoring. o Concrete disposal cost depends on availability and distance to suitable disposal areas . o Additional costs involved in equipment
washing couid be significant. I LIMITATIONS, This concrete waste management program is one part 'of a comprehensive construction site waste management prc¢rarn. . " ! 1 ' 1" ' , L r
, > [L; Specification Soction !,, N/A L O.tail fO N/A[ L 1 􀁾􀀠L II , . 􀁾􀀠. NCTCOG Construction Manual 4-48 February 1993 L 􀁾􀀠. '"' 
l · J .., 1 · , [ i • J ,, j -, i · I ..... 
II ! 'j Jj .I! 􀀺􀁾􀀠 J J , I r 'I , I 1 􀀬􀁾􀀠 .J ,J }, ll! 􀀧􀀮􀁾􀀠'II : I 'TI 'J'I TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS NILE PROPERTIES DEMOLITION 2P0eU-eJ)
Szt:; 􀁾􀀯􀀲􀀭􀀺􀀿􀀯􀁯􀀨􀀠􀁾􀀠1-!tV-o{ 􀁾􀀭􀀮􀀮􀀬􀀮􀀭􀀭.-"Or mr OWN Of ... ?tf HNTB Corporation 14114 Dallas Parkway, Suite 630 Dallas, TX 75240 June, 2001 ,N " 00"'" 0 "'CIlO ; iIl-lEill'
􀀮􀁾􀀬􀀠'I􀁩􀀡􀁨􀁾􀁬􀁬􀁩􀀧􀁬􀁩􀁬􀁪􀁬􀁭􀁩􀁾􀁉􀀧􀂷􀁾􀁾􀁉􀁾􀁬􀁩􀁬􀀧􀀻􀀡􀀧􀀺􀀻􀁩􀀮􀁩􀁬􀁩􀁩􀀧􀁬􀁬􀁩􀁬􀁬􀀺􀁾􀀺􀁉􀀺􀀧􀁉􀁾􀁗􀁬􀁬􀁩􀁩􀁬􀁩􀀠c, ,1 j! (i n􀁐􀀧􀁬􀁦􀁾􀁉􀀧􀁲􀀡􀁬􀁽􀁮􀀠illiillj i!Inn!i!1:l1;,j
􀁩􀀺􀀭􀁾􀀭􀀻􀁮􀁬􀁮􀁮􀁮􀂷􀁉􀀧􀀠UtUr'lfip,qq;ll1i<!:!:qiid .1,!.'ljO;,';!! 􀀻􀁪􀀬􀁛􀁪􀁬􀀡􀁱􀁪􀀻􀀡􀀺􀀭􀁊􀀻􀁾􀁩􀀠),1;;]: J\I'].1;' i.1 Ij' "t. ;,i!I;!l!nlH 􀁬􀀡􀁬􀁌􀀬􀁬􀁉􀀩􀁮􀀡􀁨􀁈􀁤􀁩􀁾􀁈􀁬􀁪􀁾􀀮􀀠,,;hL
.!lh,I'l, I 
! 􀁲􀁾􀀠􀀬􀁾􀀭􀀺􀀧f . \ 􀁾􀀠Section AB ( 􀀭􀁾􀀮, I . Section IB Lo r' SectionPF 􀁾􀀠SectionCA i, SectionPrBL· [" SectionPyBI SectionMB r Section BP Section GP( Section SP , 1 ; 􀁾􀀭Section
T ."> AppendixL ' TABLE OF CONTENTS Advertisements for Bids Instruction to Bidders Proposal Fonn Contract Agreement Perfonnance Bond Payment Bond Maintenance Bond Contractor's Mfidavit
ofBills Paid General Provisions Special Provisions Technical Specifications Sample ofTexas Sales Tax Exemption Certificate [CI Stonnwater Pollution Prevention Plan o f o "Standard Specifications
for Public Works Construction, Third Edition, North Central Icc Texas Council ofGovernments (Separate document not furnished). f,' 􀁌􀁾􀀠f tft.-<i 􀁾􀀠L (" 􀀮􀁾􀀠L. v 1 ,-, 􀁾􀀠. TOC-1
.I , 
sma: lIO.i .LN3]i\J:3SI.LlI3AOV a:v NOI.L:J3S 1 } , ! i 
n ,J r' j" SECTIONAB ADVERTISEMENT FOR BIDS . 1("'-" L 􀁾􀁾􀀠L Sealed bids addressed to the TO/::; Addison, Texas, for the Building Demolition, ! ' I Pavement Removal, .aBd-Gradingiror􀁯􀁾􀁥􀀠NILE
PROPERTIES DEMOLmON for the 􀁦􀀮􀀬􀁾􀀠Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation,
will be received at '" ,i the office of Min ok Suh, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, 􀀬􀁾􀀠: Addison, Texas until 2:00 p.m. on the _til day of , 2001. Bids
received by the appointed time will be opened and read aloud. Any bids received after closing time will be r: returned unopened. t.i.", 2. The contractor shall identify his bid on the
outside of the envelope by writing the words NILE PROPERTIES DEMOLITION. r L 3. Bids shaH be accompanied by a cashier's check or certified check upon a national or state bank in an amount
not less than five percent (5%) of the total maximum bid price payable without recourse to the Town ofAddison, or a bid bond in the same amount from a f!lI:iableI surety company licensed
by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee
that the bidder will enter into a contract and execute a Performance Bond within three (3) business days after notice ofaward of contract to him. -Ie,", (II» , 4. Plans, specifications
and bidding documents may be secured beginning at 9:00 A.M, _day, __ _th, 2001 from Minok Suh Purchasing Coordinator; Finance Building, L 5350 Belt Line Road, Addison, Texas. The first
set will be available at no charge and any additional sets may be obtained for a non-refundable sum of$20.00 per set. .' , ! ' L 5. The right is reserved by the Mayor and the Town Council
as the interest of the Town may require to reject any or all bids and to waive any informality in bids received, f'L 6. The Bidder (proposer) must supply all the information information
required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be L, , required by the Owner; each Bond shall be in the amount of 100%
of the total contract t,: amount. Bonds shall be issued by a surety company licensed by the State ofTexas to act as a Surety. The performance and payment bonds shall name the Town of
Addison as obligee fc (or such other entities as may be designated at the time a contract is executed). 􀁾􀀠L 8, For information on bidding or to secure bid documents, call Minok Suh,
(972) 450-7091. For information on the work to be performed, call Steven Z. Chutchian, P.E., Assistant City 􀁾􀀠Engineer, (972) 450-2886 or Jerry D. Holder, Jr., P.E., HNTB Corporation,
(972) 661L 5626. \ ', 9. This project consists of providing Building Demolition, Pavement Removal, 􀁾􀁡􀁤􀁩􀁮􀁧􀀠􀁾􀀠L , as shown on the plans and in accordance with these specifications.
􀁾􀀠V' 10, A Pre-Bid Meeting will be held at _:00 p.m. on day, ___th, 2001 at the 􀁾􀀠,􀁾􀀠Addison Service Center, 16801 WestgroveDrive, Addison, Texas 75001, 972-450-287l. All bidders are required to attend. A one-hour tour of the building to be demolished r',' will be conducted at this time to allow the contractors
to evaluate the structure. ! 􀁾􀀬􀀠r r AB-2 L" 
I-Ill ] ] -1 J SlI:![Gma 􀁏􀁾N01L;)GlLLSNI . , ) I m N01L;):![S I : I J :l 1 
ON: r ' I l . .. r,, A. PROJECT: NILE PROPERTIES pEMOLITION, in the Town ofAddison. r '" The bids will be evaluated as..sfated in Section "0" ofthe instructions to Bidders, This project
consists of Building Demolition, Pavement r-􀁒􀁥􀁭􀁯􀁶􀁡􀁬􀀬􀁾􀁲􀁡􀁤􀁩􀁮􀁧􀀠shown on the plans and in accordance with these specifications. B. PROJECT DESCRI C. PROPOSALS: Proposals
must be in accordance with these instmctions in order to receive r consideration. L D. DOCUMENTS: Documents include the Bidding Requirements, including the Advertisement for Bids, these
Instructions to Bidders, Proposal Forms, Contract Agreement, General Provisions, Special Provisions, Technical Specifications, Drawings, and Addenda which may be issued by the Consultant
during the bidding period. Bidding Documents may be viewed andlor obtained under the terms and conditions set forth in the Advertisement for Bids, Section AB of this Project Manual.
E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the the construction site to obtain first-hand knOWledge of the scope and the conditions
of the Work. Each Contractor, Subcontractor and Sub-subcontractor, by submitting a proposal to perform any portion of the Work, represents and warrants that he has examined the Drawings,
Specifications (project Manual) and the site of the Work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character
of the equipment and other facilities needed for the performance of the Work; the character and extent of other work to be performed; the local ,r conditions; labor availability, practices
and jurisdictions and other circumstances that may l.. affect the performance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor,
Subcontractor or Sub-subcontractor to inform himself as to conditions affecting the Work. [ F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed
Contract is in doubt as to the meaning of any part of the Drawings, r Specifications (Project Manual) or other proposed Contract Documents, he may submit to the L Consultant, not later
than seven (7) calendar days prior to the date set for opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow L sufficient time
for a reply to reach them before preparing their bids. Any interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling
will be held binding upon the Owner. r v G. SUBSTITUTIONS: Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special
Provisions. Requests for ,. 􀁾􀀠 substitutions must be received by the Consultant seven (7) calendar days prior to the established bid date. L L H. ADDENDA: Interpretations, clarifications,
additions, deletions and modifications to the r Documents during the bidding period will be issued in the form of Addenda and a copy of such Addenda will be mailed, faxed or delivered
to each person who has been issued a set of the Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract ', !B-2 ;f' 􀁾􀀮􀀼􀀠
r r', . 􀀮􀁲􀁉􀀱􀁾􀀠􀁾rw*--􀁦􀀨􀁴􀁾L 􀀢􀁾􀁾􀀮􀁜􀀠f'':'r: Documents, and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental instructions
will be in the form of written addenda to the contract documents which, if issued, will be sent by telegram, certified or registered mail, or [ hand delivered to all prospective bidders
(at the respective addresses furnished for such purposes) not later than three (3) calendar days prior to the date fixed for the opening ofbids. If any bidder fails to acknowledge the
receipt of such addenda in the space provided in the 'f' bid form, his bid will nevertheless be construed as though the receipt of such addenda had L been acknowledged. F' I. COMPLETION
TIME: A reasonable completion time has been established by the Owner 􀁾􀀠.." L and is described in more detail in Section 'Q'-CONSTRUCTION SCHEDULE. r-J. PREPARATION OF BIDS: Prices
quoted shall include all items of cost, 􀁥􀁸􀁰􀁥􀁮􀁳􀁁􀁯􀁾􀀠􀁾􀀠fees and charges incurred by, or arising out of, the performance of the work to be 􀁰􀁥􀁾u r under the Contract. Bids
shall be submitted in duplicate and shall be signed in ink. Any bid on other than the reqnired form will be considered informal and may be rejected. Erasures or other changes in a bid
must be explained or noted over the initials of the bidder. Bids r .' containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be
rejected as informal. The prices should be expressed in words and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the
bid and those given in the figures, the price in writing will be considered as the bid. Failure to submit all requested information will make a bid irregular and subject to rejection.
Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name ofall partners. Where bidder is a corporation, bids must be signed with the legal
name ofthe corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation to a r contract., ! . L K. SUBMITTAL
OF BIDS: Sealed proposals will be received at the time, date and place stated in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms fumished by the Consultant.
Submit proposal in an opaque, sealed envelope addressed to the Owner and plainly mark on the outside of the envelope the project name, and the name and [ address ofthe bidder. The envelopes
shall be marked with the following project names: Nile Properties Demolition [ r The Bid Bond must be completed and signed by each bidder and SUbmitted with the bid. Submit Bids by mail
or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the Town. L 􀁾􀀠.. L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for
bid opening, L l bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by a person legally empowered to bind the bidder. No bidder
shall modify, withdraw or cancel his bid or any part thereof for sixty (60) calendar days after the time agreed upon for the receipt ofbids. \ M. DISQUALIFICATION: The Owner reserves
the right to disqualify proposals, before or L after the opening, upon evidence of collusion with intent to defraud or other illegal practices relating to this proposal upon the part
ofthe bidder. L ffi-3 ,f L 
I . , 􀁲􀁾􀀠"M 􀁾􀀻􀀻􀀭􀁾􀀩ek,r-: , r \r ft) Jl1 r!) {t:.i. r' N. SUBMISSION OF POST-BID 􀁉􀁎􀁆􀁏􀁾􀁁􀁔􀁬􀁏􀁎􀀺􀀠Upon notification of acceptance, the I , 􀁾􀀠./selected bidder shall,
within five (5) calefidar days, submit the following: 􀁧􀀭􀀧􀀭􀁾􀀠1. A designation of the portions pf the Work proposed to be perfonned by the bidder L with his own force. f' 2. A list
of names of the sub ontractors or other persons or organizations, including \: 􀁴􀁾􀀠those who are to furnish aterials and equipment fabricated to a special design . proposed for such
portion of the Work as may be designated in the Bidding Documents or as may be re uested by the Consultant. The bidder will be required to establish to the satisfactio of the Owner and
the Consultant the reliability and L responsibility ofthe propos d Subcontractors and suppliers to furnish and perfonn the Work. 􀁾􀀭r: [ -O. AWARD: The Owner reserves Ithe right to
accept any or to reject any bids without compensation to bidders and to 􀁷􀁡􀁩􀁾􀁥􀀠irregularities and infonnalities. The Consultant, in making his reco endation, will consider the following
elements: 1. Whether the bidder is a contI\tctor with experience in the type ofwork involved. 2. Whether the bidder has adeqqate plant, equipment and personnel to perfonn the work properly
and expeditiously. 3. Whether the bidder has a uitable financial status and reputation for meeting[ obligations incident to work 0 e kind specified. l _ Alternate items mayor may not
be awed. Addition or deletion of other items or schedules ,, will be governed by NCTCOG, Item 1.3 "Change or Modification ofContract". L P. EXECUTION OF THE 􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁾􀁨􀁥successful
bidder will be reguired to enter into a contract with the Owner within thre {3 􀀺􀁢􀁵􀁳􀁩􀁮􀁥􀁳􀁳􀁋􀁟􀁩􀁩􀁩􀁬􀁩􀁇􀁾􀁾l 􀁾days ofnotice by the Owner at his bid has been accepted. Failure
to enter into a contract within the established time limit shall be considered grounds for forfeiture ofthe bid bond. [ Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the
project completed 'MIS 8!'Jet'lthOIlft! in as short a time as possible. The number ofcalendar days for completion of the project will begin with the date specified in the Notice to Proceed.
The Notice to Proceed r will be issued in a manner to facilitate a smooth construction of the project. The Contractor L· shall begin construction within five (5) calendar days of the
issuance of the Notice to Proceed."rt. In no instance shall the number of calendar days for completion of the work measured from the 'Notice To Proceed' exceed 75 calendar days. r􀁾􀀠t..,
R. LIQUIDATED DAMAGES: The time of completion is of the essence for this contract. Not withstanding any other provision of the Documents comprising the construction contract for the
Nile Properties Demolition project, for each calendar day that any work shall remain f uncompleted after the time specified as described in the "Instruction To Bidders, Section L "Q",
Construction Schedule", proposal and the contract, or the increased time granted by the Owner, or as equitably increased by additional work or materials ordered after the contract is
i'\. IB-4r 􀁾􀀠L 
c I f n= ;. [ '-signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor: $500 per Calendar Day ,., The sum of money thus deducted
for such delay, failure or non-completion is not to be i . considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated to :", damages, per calendar day that
the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by and f 􀁌􀁾􀀭􀀭between Owner and Contractor
because of the impracticability and extreme difficulty of€ " fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amounts
ofdamages which the Owner would sustain and which shall be retained from the monies due, or that may become due, the Contractor under this r' contract; and ifsaid monies be insufficient
to cover the amount owing, then the Contractor orL his surety shall immediately pay any any additional amounts due. If the Contractor finds it impossible, for reasons beyond his control,
to complete the work within the contract time as 1'. specified, the Contractor may make a written request for an extension oftime in accordance l with the General Provisions. In the
case of any conflict, the terms of this paragraph regarding liquidated damages shall control. [ . S. FORM OF CONTRACT: The contract for the construction ofthe project will be drawn up
by the Owner. A sample form ofagreement is included in the Contract Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond will be
required by the Owner. The performance and payment bonds shall name the Town ofAddison, and others as directed by the Town, as joint obligees. Sample forms have been included in the
Performance Bond, Payment Bond and Maintenance Bond sections. (Contractor shall confirm the legal names ofobligees prior to execution ofBonds.) ! . ! U. BID SECURITY: Bids shall be accompanied
by a cashier's check or certified check upon a 􀁾􀀢􀀬􀀠national or state bank in an amount not less than five percent (5%) ofthe total maximum bid [ price payable without recourse to
the Town of Addison, or a bid bond in the same amount from a reliable surety company licensed to do business in the State of Texas as a guarantee that the bidder will enter into a contract
and execute a Performance Bond and Payment Bond within ten (10) calendar days after notice of award of contract to him. Such checks or bid bonds will be returned to all except the three
lowest bidders within three (3) days after the [: opening of bids, and the remaining checks or bid bonds will be returned promptly after the Owner has made an award of contract, or,
if no award has been made within thirty (30) calendar days after the date of the opening of bids, upon demand of the bidder at any time f'I thereafter, so long as he has not been notified
ofthe acceptance ofhis bid. L, V. RESOLUTIONS: Ifthe bidder is a corporation, a copy of the resolution empowering the r' person submitting the bid to bind the bidder must be included
with the bid. t W. CONSTRUCTION STAKING: Construction staking will not be provided by the Owner. L f' Benchmarks and Horizontal Control are shown on the plans. There is no separate bid
item for staking, therefore, the contractor must include value for staking in his bid. X. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item r 1.51.4
of the North Central Texas Standard Specifications for Public Works Construction L (3rd Edition) including ail Amendments and Additions. Prior to final payment the Contractor shall provide
the Owner with the following items: L L IB-5 
r" ! Ie I I. A Contractor's Affidavit ofBills Paid in accordance with Section BP. (" 2. A Consent ofSurety Company to Final Payment. " 􀁾􀀮􀀠, . 3. A complete set of record plans which
indicate all construction variations from the ,r. original construction documents in accordance with Item 5 ofthe Special Provisions. L 4. 􀁾􀁹􀁥􀁡􀁲Maintenance Bond in accordance with
Section MB. c ij L r Y. PREV7tING WAGE RATES: Wage rates paid on this project shall not be less than specified n the schedule of general prevailing rates of per diem wages as attached
in the Special rovisions. I 􀁾􀀠, ! .L 􀀰􀁜􀁖􀁾􀀠􀁬􀁾􀀠i f' L f-L c rL [ ,' 􀁾􀀠L r L [ IB-6,I L 
rl 􀁾hId ] ·1 , .8 , 1 .1 '""j '1, ,j 1 '1,J ] WlIOJl 'IVSOdOHd 1 ) Jld NOI.L:J:lIS 
,., I E _ P l SECTIONPF PROPOSAL FORM f' L ______,20,-L TO: The Honorable Mayor and Town Council r,.-Town ofAddison, Texas I'" Gentlemen: ! '" The undersigned bidder, having examined
the plans, specifications and contract documents, and r: the location of the proposed work, and being fully advised as to the extent and charscter of the L I work, proposes to furnish
all equipment and to perform labor and work necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices,
to wit: Signed By: ____________ f ACKNOWLEDGEMENT OF ADDENDA: •; The Bidder acknowledges receipt of the following addenda: r,L Addendum No. I Dated: _________ r! L Addendum No.2 Dated:
_________ [-􀀮􀁾􀀠> Addendum No.3 Dated: _________ 􀁾􀀠;, L Addendum No.4 Dated: _________ L Addendum No.5 Dated: _________ f t Addendum No.6 Dated: _________ f L f·.· L PF-2 Lf 
r ,􀁾􀀠. f") i PROPOSAL FORM I " Place ______________L" Date ______________r: 􀁾􀀠L __________________________,a Corporation Proposalf i. t organized and existing under the laws ofthe
State ORr L Proposal a partnership consisting of fF . t. and __________________________________________________ OR Proposalof_____________________________________________________, ,
an individual trading as _______________________________________ TO: Town ofAddison, Texas " L Sealed bids addressed to the Town of Addison, Texas, for the Building Demolition, Pavement
Removal, and Grading for the NILE PROPERTIES DEMOLITION for the Town of Addison,,."L Texas, hereinafter called "TOwn", in accordance with the plans, specifications and contract documents
prepared by HNTB Corporation, will be received at the office of Minok Sub, ' Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.rn. , ,[ on the
_th day of , 2001. Bids received by the appointed time will be opened and read 􀁾􀀠aloud. Any bids received after closing time will be returned unopened. F,"': The undersigned Bidder,
having visited the site of the work, having examined the Plans and L Specifications, and other Contract Documents, including all Addenda, and being familiar with all of the conditions
relating to the proposed project, hereby proposes to furnish all material, supplies, r equipment, and appliances specified for the project and to furnish all labor, tools, equipment
and t, incidentals to complete the work in accordance with the Specifications, and other Contract Documents at and for the following lump sum price: r l: r' COMPLETED PROJECT: .IL WRITTEN
IN WORDS: 􀁾􀀠L The undersigned Bidder agrees to begin work within five(l'(?»):alendar days after the Notice to Proceed is issued and complete the work within 􀁳􀁥􀁶􀁥􀁮􀁴􀁹􀀭􀁦􀁩􀁾􀀵􀁽calendar
days. F L {O[ . PF-3 􀁬􀁾􀀠
[' f" L The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days (.C: after the opening ofthe bids. I 1. : r L In submitting this bid, it is understood
by the undersigned Bidder that the right is reserved by the Town ofAddison to reject any and all bids. f' \ Name ofBidder L" By: ______________________________________________________
r,".' (Signature) f" 1 (print Name and Title) Witness: "7----------------------------(Signature) (Office Address ofBidder) Bidder's Tax I.D. No. or Employer No. ,. L , . SEAL (IfBidder
is a Corporation) NOTES: Sign in ink. Do not detach. ,,L l 􀁦􀁾􀀠l L lc l. r L [ L PF-4 􀁾􀀠
1 ] 1 ,j :1 1, j , 1 . , 􀁾􀁊􀀠. ! 􀁾􀀬􀁊􀀠 1 
L r r n SECTIONCA CONTRACT AGREEMENT t 􀁲􀁾􀀧􀀠STATE OF TEXAS .-,< COUNTY OF DALLAS r> i: 􀁲􀁾 􀁓􀁊􀀬􀁾􀁽 􀁾􀀠fM' 􀁾􀁾􀁰􀀭C. THIS AGREEMENT is made and entered into this day of _--:-::::--_-;:-:=_-'
20_, by and between the Town of Addison, ofthe County ofDallas and State ofTexas,r􀁾􀀠. acting through its Mayor, thereunto duly authorized so to do, Party of the First Part, (j-hereinafter
termed the OWNER, and , of the City of r-: __􀁾_____::---" County of , State of _________, Party of the Second Part, hereinafter termed CONTRACTOR. { WITNESSETH: That for and in consideration
of the payment and agreement hereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction
of certain improvements as follows: Nile Properties Demolition and all extra work in connection therewith, under the terms as stated in the General and lJ Specific Provisions of the
AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, F insurance and other accessories and services
necessary to complete the said construction, l in accordance with the conditions and prices stated in the Proposal attached hereto and in ' accordance with the Advertisement for Bids.
Instructions to Bidders, General Provisions. (Special Provisions. Plans, and other drawings and printed or written explanatory matter " thereof, and the Technical Specifications and
Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR r and the OWNER thereon, together with the CONTRACTOR's written Proposal
and the L General Provisions, all of which are made a part hereof and collectively evidence and rL teo L f' as are provided by the General Provisions. L i The OWNER agrees to pay the
CONTRACTOR $ in current funds for the L performance ofthe Contract in accordance with the Proposal submitted thereof, subject to {iL ,􀁾􀀠CA-2 L constitute the entire AGREEMENT. The
CONTRACTOR hereby agrees to commence work within after the date of written notice to do so shall have been given to rum, a ._􀁾􀀠!WQ1'1g subject to such extensions of time 
,rt r! additions and deductions, as provided in the General Provisions, and to make payments ofaccount thereof as provided therein. r IN WITNESS TIIEREOF, the parties of these presents
have executed this AGREEMENT in the year and day first above written, [ TOWN OF ADDISON ATTEST: r' (OWNER) 􀁾􀀠. L r L. City Secretary r-i Party ofthe Second Part (CONTRACTOR) ATTEST:
f-The following to be executed ifthe CONTRACTOR is a corporation: LE I, , certify that I am the secretary ofthe corporation named as CONTRACTOR herein; that , who signed this Contract
on [ behalf of the CONTRACTOR is the of said corporation; that said Niles Properties Demolition Contract was duly signed for and in behalf of said corporation by authority of its governing
body, and is within the scope of[ its corporate powers. Signed:,____________[ Corporate Seal [ r. ,\L 1, i_ [ L CA-3 
'] :.1 ] ] ] '1 J : 1 j J J:J 
r [: SECTIONPrB PERFORMANCE BOND r: STATE OF TEXAS [ COUNTY OF DALLAS Date Bond Executed:, __________ r t: PruNCWAL:_______________________________________________r!< . L SURETY:_____________________
___􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭["" PENAL SUM OF BOND (express in words and figures): _____________ I DATEOFCONTRACT: __________________________________________ [
L KNOW ALL MEN BY THESE PRESENTS, that we, the PruNCW AL and SURETY above named, are held firmly bound unto The Town of Addison, Texas, hereinafter called the OWNER, r " in the penal
sum ofthe amount stated above, for the payment ofwhich sum and truly to be made, L we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly
by these presents. [ [ THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PruNCWAL entered into a certain Contract with the OWNER, numbered and dated as shown above and attached
hereto; [ NOW THEREFORE, if the PruNCW AL shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the original
r term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any guaranty required under the Contract,
and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that
may hereafter be made, notice of which modifications of said SURETY being hereby waived, then this r obligation to be void, otherwise in full force and effect. L f' 􀁾􀀠L r 􀁾􀀠-PrB-2
l 
,r' !, . r IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant tor' I . authority ofits governing body. ,,'" . . SEAL L CONTRACTOR r' 􀁾􀀠. " By:
______ L.f' Address: ___________ WITNESS ______________r t. I SEAL ATTEST: _______________ SURETY By: ______f i . Address: L r-Title: __________ 􀁾􀀠L.. (Surety to Attach Power of Attorney)[;
CERTIFICATE AS TO CORPORATE PRINCIPAL 􀁾􀀧􀀠"􀁾􀀠 I, , certify that I am the secretary of the corporation named asL PRINCIPAL in the within bond that , who signed the said bond on behalf
of the PRINCIPAL, is the said[,' corporation; that I know his signature, and his signature thereto is genuine; and that said bond " was duly signed, sealed and attested for and in behalf
of said corporation by authority of its governing body. r t fL (Corporate Seal) L PrB-3􀁾􀀠L 
] aNOH LNID\L\V d . 1 i J j 1 j J 1 •.'.J 
f' f; L f' I", ' SECTIONPyB PAYMENT BOND fL t,;.,;, STATE OF TEXAS (' ! L COUNTY OF DALLAS Date Bond Executed: __________ [ PRINCIPAL:,______________________ r' PENAL SUM OF BOND (express
in words and figures): _____________ DATEOFCONTRACT: ______________________ r l KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto
The Town ofAddison, Texas, hereinafter called the OWNER, [ [ in the penal sum ofthe amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally, firmly by these presents. [ THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain
Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons supplying 1IL labor and materials
in the prosecution of the work provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which r modifications
to the SURETY being hereby waived, then this obligation to be void, otherwise to l' remain in full force and effect. • 􀁾􀀠L rL {' L PyB,2r' L 
r. [' r-' L IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body. [ SEAL CONTRACTOR f",t _ By: ______ .-' Address:
__________􀁾􀀮􀀠􀁾􀀠WITNESS ______________[i t . SEAL ATTEST: ________________ SURETY By: ______ Address: __________􀁾􀀠f 􀁾􀀠t ." [ Title: __________ r, . 􀁴􀁾􀂷􀀠 (Surety to Attach
Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL [ I, , certify that I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signed[. the said bond
on behalf of the PRINCIPAL, is the said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and
in behalf of said corporation by authority of itsr governing body. L fL L (Corporate Seal) PyB-3!!,L 
1-8:W ] :1 '] <INOO: :t[;)NVN:t[.LNIVW o:w NOU;):t[S '1 􀁾􀁊􀀠J• 1 I 
[' ."L SECTIONMB MAINTENANCE BOND rL STATE OF TEXAS ( ",L ' COUNTY OF DALLAS i '-' That as principal and ____________ _______" a corporation organized under the laws of and _______ r"
i _____________ as sureties, said sureties being authorized to do business in the L State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto (-, ,
the Town of Addison, Texas, a duly incorporated home rule municipal corporation under the L_ laws ofthe State ofTexas, the sum of r 1. i ($ ) for the payment ofwhich sum will and truly
to be made unto said Town of [ Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. 􀁾􀀮􀀢􀀠L This
obligation is conditioned, however, that whereas said: r,c L rI,,"" has this day entered into a written contract with the said Town of Addison to build and construct the r 􀁴􀁾􀀠rL [
L MB-2 L 
L "." l which contract and the Plans and Specifications therein mentioned adopted by the Town of r-' Addison, are hereby expressly made a part hereof as though the same were written
and i; embodied herein. (' 􀁾􀀠L WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted
to be done and performed for a f -, period of two (2) years from the date of acceptance, and to do all necessary backfilling that may 􀁾􀀠arise on account of sunken conditions in ditches,
or otherwise, and to do and perform all necessary work and repair any defective condition growing out of or arising from the improper f' 􀁾􀀠 joining of the same, or on account of any
breaking of the same caused by the said Contractor in l...; laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the
said Contractor, or on account of improper excavation or backfilling;r it being understood that the purpose of this section is to cover all defective conditions arising byL reason of
defective materials, work or labor performed by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City maydo said work and supply such materials, and charge the same against the said Contractor and sureties on this obligation. and the said Contractor and sureties hereon shall be subject
to the liquidated damages mentioned in said contract for each day's failure on its part to comply with the terms of the said provisions ofr' said contract; planting materials (trees,
shrubs, ground cover, grasses and perennials) and the completed irrigation system will be warranted for one (1) year from the time of final completion <" and acceptance by the Town of
Addison. I ! 􀁾􀀧􀁬􀀠 NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to "< maintain said work and keep the same in repair for the said maintenance period
oftwo{Z) years,L as provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said Contractor in the performance of its contract
to so maintain and repair n said work, then these presents shall have full force and effect, and said Town of Addison shall t have and recover from the Contractor and its sureties damages
in the premises, as provided, and r it is further understood and agreed that this obligation shall be a continuing one against the ! 􀁬􀁾􀀠 principal and sureties hereon and that successive
recoveries may be had hereon for successive breaches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall
continue throughout said maintenance period, and rL the same shall not be changed, diminished, or in any manner affected from any cause during said time. rL f c. f L L MB-3! L 
f' i [,' IN WITNESS WHEREOF, the said has caused these presents to f": be executed by and the said has hereunto set L his hand this the day ____,20 r SURETY PRINCIPAL\" r" J . 􀁾􀀠By:
_______ 1 -," L By: -,--_-;--::--_____ Attorney in Fact , ' ATTEST r By: Surety Secretary ,I , 􀁾􀀠,r L [ Agency and Address [ t r-rL Ir 􀁬􀁾􀀠[ r NOTE:Date ofMaintenance Bond must not
be prior to date of Contract. L MB-4 
") ] "1 " j "1 J :} ] aNd S'l'lnI ilO .LIAVffiililV S,1I0.L;:)VlI.LNO;:) dO: NOU;:):![S . 1 j 1 J " I Li J .J 
r F { SECTIONBP r·-' CONTRACTOR'S AFFIDAVIT OF BILLS PAID 1L ",r STATE OF TEXAS L COUNTY OF DALLAS ," i,. Personally, before me the undersigned authority, on this day appeared who,I'
being duly sworn, on oath, says that he is a legal representative of_-::-::,----___----:-___---:iE" (full name ofContractor as in contract) r . and that the contract for the construction
ofthe project, designated asl (project No,) r knowledge and belief, been fully paid, rl 1 r-L [: r Sworn to and subscribed before me this _ t (L L L r· L r L .! l has been satisfactorily
completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the best of my( Signature Title
day of , 20_, Notary Public in and for ______County, Texas BP-2 
r'l, Ir",' Instructions: f If the contractor is an individual, he shall sign the affidavit If the contractor is a partnership, , any partner may sign the affidavit. If the contractor
is a corporation, a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals
may sign the affidavit. If the Contractor is a joint-venture ," [. 􀁴􀁾􀀠of partnerships, or ofindividuals and partnerships, the affidavit may be signed by the individual or any partner
of any partnership. If the contractor is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation
and one by each individual or partnership. Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must f ' accompany
the affidavit. l r: ! : l. r, , 1 { ,, J" I'L r 􀁾􀀠L, L r, L L L ,' !L f l L L BP-3 
1 "1 " !, 'J , ! SNOISIAOlid 􀀧􀁉􀁖􀁬􀁉􀀺􀁉􀁎􀀺􀁉􀁾􀀠, , I ; . "I "1 ! ..1 , 1 , ! u , 1 d 
Fi , 􀁲􀁾􀀠f l GENERAL PROVISIONS r t. 1. The General Provisions of the Contract shall be as stated in the Standard S,fecifications for r: Public Work Construction, North Central Texas
Council of Governments (3 Edition), under Part I, "General Provisions", Items 1.0 through 1.63 inclusive, as amended or supplemented [ 􀁾􀀠and exeept as modified by the Special Provisions.
i ; 1 " L f' ; ( [ l . 􀁾􀀠i f', l r 􀁴􀁟􀁾􀀠r t.:.:; 􀁦􀁾􀀠LJ L I L !' t f . L ( GP-2 ,. 
SNOISIAOHd '1VI:JadS dS NOI.L:Jas 1 J . 1 \ . ; 1 i j n J :l 1 􀁾􀁊􀀠, I .., 
L r-' r SECTIONSP SPECIAL PROVISIONS r i iir' 1. OWNER. L The Town of Addison, herein referred to as Owner, party of the First Part of these," Contract Documents, or as may be otherwise
established through assignment of the contract.i 2. ENGINEERf"i. HNTB Corporation, Engineer of the Owner, or other representative as may be authorized by said Owner to act in any particular
position. r 3. FORMS. PLANS AND SPECIFICATIONS tis. Forms of Proposal, Contract, Bonds and Plans may be obtained from the office ofQ Minok Suh, Purchasing Coordinator, Finance Building,
5350 Belt Line Road, Addison, Texas. ,r 4. COPIES OF PLANS FURNISHED i Three (3) sets ofPlans shall be furnished to the Contractor, at no charge, for construction purposes. Additional
copies may be obtained at cost ofreproduction upon request. t 5. PRODUCT RECORD DOCUMENTS [ Maintenance of Documents. The Contractor shall maintain at the job site one record copy of
the Contract Drawings, Specifications, Shop Drawings, Change Orders, other 􀁲􀁾􀀠modification modification to the Contract, field test records and other documents submitted by Contractor
in compliance with specification requirements. These documents shall be l maintained at the job site apart from documents used for construction. These documents are not to be used for
construction purposes. The documents shall be maintained in clean,[ legible condition. The documents shall be made available at all times for inspection by the Owner. F Recording. Each
document shaH be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept current. No work shall be covered until required information has been
recorded. L Contract Drawings. The appropriate drawing shall be legibly marked to record, where applicable: r a. Horizontal and vertical location of underground utilities and appurtenances
referenced to permanent surface improvements. { SP-2 L 
r' L In . b. Field changes ofdimension and detail made during construction process. I • r c. Changes made by Change Order or Supplemental Agreement. { " d. Details not on original Contract
Drawings. r' Changes made by Change Order or Supplemental Agreement. t. e. f. Other matters not originally specified. r' L Shop Drawing. The Contractor shall maintain the Shop Drawings
as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used for all recording. Ie: Submittal. At the completion
of the project, the Contractor shall deliver record drawings r: to the Owner. The transmittal letter shall be accompanied, in duplicate, with: a. Date, project title and number. "j,
b. Contractors name and address. c. Title and number ofeach record document. t d. Certification that each document as submitted is complete and accurate. f ": e. Signatnre ofContractor
or his authorized representative. L ,. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL L L The Contractor will be responsible for horizontal and vertical survey control for this project. Benchmarks
coordinates are provided on the plans. 7. PERMITS. LICENSES. AND REGULATIONS L Permits and licenses of a temporary natnre necessary for the prosecution of the Work shall be secured and
paid for by the Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by ther, Owner, unless
otherwise specified. If the Contractor observes that the Drawings and L r Specifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary
changes shall be adjusted as provided in the Contract for changes in Work. The Contractor shall comply with all federal, state and local laws, rules and regnlations of L every kind and
nature applicable to the performance of its Work hereunder, and shall hold the Owner harmless therefrom. t 8. REFERENCE SPECIFICATIONS [ Where reference is made to specifications compiled
by others, such are hereby made a part ofthese Specifications. [ L SP-3 
[' 􀁲􀁾!,, ' 9. REVIEW OF WORK The Owner and his representatives shall have the right to review the Work while such Work r is in progress to ascertain that the Work is being accomplished
in compliance with the t standards and requirements set forth in the Contract Documents. It is also contemplated that [. similar review will be conducted by governmental inspectors.
Notwithstsnding such review, the Contractor will be held responsible for the finished Work, and any acceptsnce of the[ Work by the Owner or governmental agencies will not relieve the
Contractor from responsibility for the Work. The Owner reserves the right to place full-time construction r' observers at the site ofthe Work. 1 The Owner and his representatives shall
at all times have access to the Work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access, r and forreview. L If the Specifications,
the Owner's instructions, laws, ordinances, or any public authority r' require any Work to be specially tested, the Contractor shall give the Owner timely notice ofI its readiness for
testing, and if the testing is by an authority other than the Owner, ofthe date fixed fur such testing. Tests by the Owner shall be made promptly, and where practicable at the source
ofsupply. Re-examination of any Work may be ordered by the Owner, and, if so ordered, the Work must be uncovered by the Contractor. If such Work is found to be in accordance with the
Contract Documents, the Owner shall pay the cost of re-examination and replacement. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such cost.i
" I. 10. INSPECTION r: Notwithstanding the foregoing, the Town of Addison reserves the right to inspect, test, •􀁾􀀠: measure or verify the construction work for this project as the
Town deems necessary . 11. SCOPE OF WORK[ The Work for this Project consists of furnishing all materials, labor, equipment, tools and incidentals necessary to perform, in accordance
with the Plans and Specifications, the I' proposed Niles Properties Demolition project. iL 12. PROPERTY LINES AND MONUMENTS r All property corners, control monumentations, construction
and survey stakes and marks L L shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor or his employees, such stakes or marks shall
be replaced at the Contractor's expense as required by the Owner. 13. DISCREPANCIES L If the Contractor, in the course of the Work, finds any discrepancy between the Contract Documents
and the physical conditions of the locality, or any errors or omissions in drawings or in the layout as given by survey points and instructions, or if it appears that any r Plan, Specification
or other Contract Document is or may be not in compliance with any building code or other requirement of any governmental body, he shall immediately inform the Owner in writing, and
the Owner shall promptly verify the same. Any Work done after such discovery, until authorized, will be done at the Contractor's risk. r, SP-4 
r-, r 1 , r I , 14. TIME ALLOTTED FOR COMPLETION 1 All items of Work included under these contracts shall be completed within the time stipulated in the Instruction To Bidders, The time
shall commence on the date specified in the Notice to Proceed. The Notice to Proceed shall consist of a written request by the Owner i for the Contractor to proceed with construction
of the Project r • l: 15. EXISTING STRUCTURES , L 1 The Plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure
to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims
for additional compensation or extra work or fur increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines
or grades, or require the building of specialr' work, provisions for which are not made in the Plans and Proposal, in which case the t . provisions in these Specifications for extra
work shall apply. 16. EXISTING UTILITIES AND SERVICE LINES The Contractor shall contact all the utility companies which have facilities in the vicinity of the proposed improvements to
confirm the horizontal and vertical locations of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor
shall notifY the Engineer immediately prior to proceeding with the work. f i The Contractor shall be responsible for the protection of all existing utilities or service lines crossed
or exposed by his construction operation. Where existing utilities or service lines are f' cut, broken or damaged, the Contractor shall replace the utilities or service lines with the
same type of original construction, or better, at his own cost and expense. All replacement, L backfill and compaction shall be accomplished in strict accordance with the requirements
of the owner of the the utility or service line. L 17. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public
utility, f such property shall not be moved or interfered with until authorized by the utility company "L and approved by the Owner. The right is reserved to the owner of public utilities
to enter upon the limits of the Project for the purpose of making such changes or repairs of this{ . contract! l 18. LIGHTS AND POWER L The Contractor shall provide, at his own expense,
temporary lighting and power facilities required for the proper execution ofthe Work. ! i 19. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction
without cost to the [ Contractor by securing permits in areas of public dedication or by obtaining easements across privately-owned property. It shall be the responsibility of the Contractor,
prior to the ,. initiation of construction on easements through private property, to inform the property f, . SP-5 
r, 1 ; f"' L owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall infonn the agency having jurisdiction in the
area forty-eight (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way pennit r from the Town ofAddison. r ' 20. PRECONSTRUCTION CONFERENCE L The successful
Contractor(s) and Owner shall meet at the call of the Owner on this Project.r Prior to the meeting, the Contractor(s) shall prepare schedules showing the sequencing and progress of their
work and its effect on others. These schedules shall be delivered to the " Owner in advance of the meeting for his review. The general nature of the work, materials (' :f. used, and
methods of construction as well as the schedules will be discussed at the meeting. t, A final composite schedule will be prepared during this conference to allow an orderly sequence
ofproject construction. , f 21. ADDENDA Bidders desiring further infonnation, or interpretation of of the Plans and Specifications, must make written request for such infonnation to
the Engineer (not later than three (3) calendar days prior to the date set for the Bid opening). Answers to all such requests will be given in writing to all Bidders in addendum fonn
and all addenda will be bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a Bidder find discrepancies
in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notify the Engineer in writing in order that a
written addendum may be sent to all ( Bidders.l 22. WATER FOR CONSTRUCTIONr L The Contractor shall acquire a meter and make the necessary arrangements with the Town of Addison for securing
and transporting all water required in the construction, including water required for mixing of concrete, sprinkling, testing or flushing. Water required forr construction shall be paid
for by the Contractor at the Town of Addison prevailing rates. L There will be no separate pay item for connection into the existing water system and quantity ofwater required for construction
purposes. L 23. EXCAVATION The Contractor shall exercise precautions to insure that drainage from adjacent properties is [ not blocked by his excavations. 24. CONTRACTOR'S BIDL The Contractor's
Bid shall be on a Lump Sum basis for construction of the Project as shown on the Plans and described in the Specifications. l 25. OWNER'S STATUS The Owner shall perfonn technical review
ofthe Work. He shall also have authority to 􀁲􀁾􀁥􀁣􀁴[ all Work and materials which do not confonn to the Contract and to decide questions which arise in the execution ofthe Work. [
t SP-6 
C i. f' [ 26. OWNER'S DECISIONS r-The Owner shall, within a reasonable time after their presentation to him, make decisions in1 writing on all claims of the Contractor and on all other
matters relating to the execution and progress ofthe Work or the interpretation ofthe Contract Documents. " 27. LANDS FOR WORKI L The Owner shall provide as indicated on the Plans for
this Project, the lands upon which the (. Work under this Contract is to be done, right-of-way for access to same, and such other lands ! [ , which are designated on the Plans or in
the Specifications for the use ofthe Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result of
lack of access, this shall be cause for an extension ofr time but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any I additional
land and access thereto that may be required for temporary construction facilities. 28. CLEANING UP The Contractor shall remove at his own expense all temporary structures, rubbish and
waste materials resulting from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with permission
of such ! disposal granted to the Contractor by the Owner thereof. ,, 29. LIQUIDATED DAMAGES FOR DELAY BY CONTRACTOR ,( The time of completion is of the essence in this contract. For
each calendar day that any ," Work shall remain uncompleted after the time specified the contract, liquidated damages 1 shall be deducted from the monies due the Contractor in the amount
of$500.00 per day. l , 30. USE OF EXPLOSIVESrL Use of explosives will not be allowed. r' 31. PROJECT MAINTENANCEL r The Contractor shall maintain, and keep in good repair, the improvements
covered by these Plans and Specifications during the life ofhis contract. l. 32. DISPOSAL OF WASTE AND SURPLUS EXCAVATION L All asphalt, concrete, rock or excavated material, or other
debris or material shall be removed from the property and the Town of Addison. Any required disposal permits shall be the sole responsibility of the Contractor. [ 33. REMOVALS, ADJUSTMENTS
AND REPLACEMENTS ! Existing pavements, driveways, curbs, gutters, sidewalks, slabs, docks, etc., to be removed ! L shall be broken up and disposed of. Care shaH be exercised to leave
a neat, uniform edge or joint at the excavation limits or sections removed where only portions are to be removed. The Owner will designate the limits to be removed. Where pavements,
driveways, curbs, [ SP-7 
" 1 [: gutters, sidewalks, etc" shall be replaced, then said replacements shall be to the standard of the previously removed portion or better. n Existing structures such as manholes,
inlets, cleanouts, valve boxes, etc. which are not the , , property of a private firm or company, or an individual required to move their own property, shall be adjusted, altered or
reset to the required elevation and alignment. New materials and workmanship necessary shall conform to the requirements of these Specifications covering L. the particular Work. Salvaged
materials in good condition may be used in rebuilding such structures, provided the materials are thoroughly cleaned before their use. fI< ' All private obstructions which are indicated
on the Plans to be moved, will be removed and replaced, or moved to new permanent locations by the Contractor, without additional f' payment to the Contractor. Any such additional item
which the Contractor moves or causes i 􀁾􀀭; to be moved for his own convenience shall be at his own expense. ... 34. TOWN OF ADDISON APPROVAL 1 t This project is subject to final approval
and acceptance by Town ofAddison. 35. NOT USED ! ' 36. NOT USED( c 37. FINAL ACCEPTANCE OF WORK 􀁾􀀠L Final acceptance of the Work is subj ect to final testing and approval of the Work
by the Town ofAddison.f' l L 38. WORK AREA L Contractor shall restrict his construction activity to the project site. 39. CONTRACTOR'S AFFIDAVIT OF BILLS PAID f' l 􀁬􀁾􀀠 The Contractor
shall be required to execute the form provided in Section BP prior to the acceptance of the project. [ 40. PAY ITEMS ! Final payment to the construction contractor shall not be made
until all Work has been L finally completed and verified in accordance with the construction contract, plans and specifications and have been finally accepted by the Town of Addison.
r 41. NOT USED <.. L 42. NOT USED r L SP-8 
r-: i [' r Lr' f' { rL [' I \ f l r-l [ f' L <􀁾􀀠L L ( [ [ [ 43. COMPLIANCE WITH GENERAL RULES AND LAWS "Contractor shall familiarize himself with the nature and extent of the specifications,
site conditions, safety requirements, and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements,
laws, rules, and regulations will affect his cost, progress or performance of the Work." 44. COMPLIANCE WITH IMMIGRA TION LAWS "Contractor shall take all steps necessary to ensure that
all of the Contractor's employees are authorized to work in the United States as required by the Immigration Reform and Control Act of 1986." 45. RESOLUTION OF DISPUTES The parties hereby
covenant and agree that in the event of any controversy, dispute, or claim, of whatever nature arising out of, in connection with or in relation to the interpretation, performance or
breach of this agreement, including but not limited to any claims based on contract, tort or statute, before filing a lawsuit, the parties agree to submit the matter to Alternative Dispute
Resolution pursuant to the laws of the State of Texas. The parties shall select a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute
Resolution Administrator of the Dallas County District Courts. All forms of Alternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted
in accordance with the laws ofthe State of Texas. 46. GENERAL SEQUENCE OF CONSTRUCTION Prior to the start of work, the contractor shall develop a detailed construction schedule and sequence
of construction, to be submitted to the Town of Addison for approval, that shall cause minimum interference with traffic along, across and adjacent to the project during construction.
If the schedule or sequence becomes unworkable or unsatisfactory as work proceeds, adjustments shall be made. Sidewalks and/or clear passage ways must be provided at all times for pedestrian
traffic in the area. Erosion control devices must be properly installed and maintained during all stages of construction. 47. NOT USED ? 48. NOT USED 49. NOT USED 50. NOT USED SP-9 
r r-: , ' ( 51. WORKERS' COMPENSATION INSURANCE COVERAGE f' A. Definitions.1 , Certificate of Coverage ("certificate") -A copy of a ccrtificate of insurance, a -certificate of authority
to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation
insurance coverage [ for the person's or entity's employecs providing services on a project, for the duration of Il _ the project. ,". Duration of the Project -includes the time from
the beginning of the work on the project until the Contractor's/person's work on the project has been completed and 􀁾L accepted by the govemmental entity. Persons Providing Services
on the Project ("subcontractor" in Section 406.096 ofthe!, Texas Labor Code) -includes all persons or entities perfonning all or part of the services the Contractor has undertaken to
perform on the project, regardless of whether that person contracted directly with the Contractor and and regardless ofwhether that person has employees. This includes, without limitation,
independent contractors, subcontractors, leasing companies, motor carners, owner-operators, employces of any such entity or employces of any entity which furnishes persons to provide
services on I the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related
to a project "Services" does not include activities unrelated to the project, such as ! r foodlbeverage vendors, office supply deliveries, and delivery ofportable toilets. B. The Contractor
shaH provide coverage, based on property reporting of classification codes and payroll amounts and filing of any coverage agreement, which meets the { statutory requirements of Texas
Labor Code, 401.011(44) for all employecs of the Contractor providing services on the project, for the duration ofthe project. " L C. The Contractor must provide a certificate of coverage
to the Owner prior to being awarded the contract. L D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor
must, prior to the end of the coverage period, file a new certificate of coverage with the Owner, showing that the coverage has r becn extended. t L E. The Contractor shall obtain from
each person providing services on the project, and provide to the Owner: (J) a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have
on file certificates of coverage showing coverage for all persons providing services on the project; and, [ (2) no later than seven days after receipt by the Contractor, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the t current certificate of coverage ends during the duration of the proj eet; ! l [ SP-IO 
f ' , < : rl F. The Contractor shall retain all required certificates of coverage on file for the duration ofthe project and for one year thereafter. [' G. The Contractor shall notify
the Owner in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage
of any person providing services on the ," project.L H. The Contractor shaU post on each project site a notice, in the text, fonn and manner ( prescribed by the TWCC, informing all persons
providing services on the project that f they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. f: l. ! 1. The
Contractor shall contractually require each person with whom it contracts to provide Services on a project to: r . i (I) provide coverage, based on proper reporting of classification
codes and payroll l amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 (44) for all its employees providing services on
the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being
provided for all employees of the person providing services on the project, for the durationofthe project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of! coverage showing extension of coverage, if the coverage period shown on the
i current certificate ofcoverage ends during the duration ofthe project; I:! (4) obtain from each person with whom it contracts, and provide to the Contractor; L L a. a certificate of
coverage, prior to the other person beginning wolk on the project; and, b. a new certificate ofcoverage showing extension of the coverage period, prior to r the end of the coverage period,
if the coverage period shown on the current L certificate ofcoverage ends during the duration ofthe project. (5) retain all required certificates ofcoverage on file for the duration
ofthe project and f for one year thereafter; t (6) notify the Owner in writing by certified mail or personal delivery, within 10 days I after the person knew or should have known, of
any change that materially affects L the provision ofcoverage ofany person providing services on the project; and L (7) contractually require each other person with whom it contracts
to perform as required by paragraphs (I) -(7) with the certificate of coverage to be provided to the person for whom they are providing services. r J. By signing this contract or providing
or causing to be provided a certificate of coverage,L the Contractor is representing to the Owner that all employees of the Contractor who will provide services on the project will be
covered by worker's compensation coverage for r , SP-llI l " 
r the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the
appropriate insurance carrier or, in the case of a self-insured, with the TWCC's " Division of Self-Insurance Regulation. Providing false or misleading information may 􀁾􀀠subject the
Contractor to administrative penalties, criminal penalties, civil penalties or f' other civil actions. iL K. The Contractor's failure to comply with any of these provisions is a breach
of contract by the Contractor which entitles the Owner to declare the contract void if the Contractor r does not remedy the breach within ten days after receipt of notice of breach from
the , i . Owner. f, r The following is the form of notice of workers' compensation coverage prescribed by the TWCC. Pursuant to Section 110.110 (d) (7), this notice must be printed with
a title in at least 30-point bold type, and text in at least 19-point nominal type, and shall be in both English and Spanish and any other language common to the worker population. REQUIRED
WORKERS' COMPENSATION COVERAGE l "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation
insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or ! ' transportation or other service related to the project, regardless
of the identity of their employer or status asi an employee. L "Call the Texas Workers' Compensation Commission L (TWCC) at (512) 440-3789 to receive further information on the legal
requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." [ 53. PROJECf TRAILER , "The Owner
will not provide the Contractor with a storage area or project trailer. The Contractor is responsible for providing his own storage at the project site. The Contractor t L will not be
required to provide a job trailer for meetings, phone conversations and other day to day activities. Meetings can be held at the Town ofAddison Service Center. Costs for the storage
area shall be included in mobilization, r, , L ( SP-12 
r r 54. RESTRICTED WORK HOURS r Per the Town of Addison Building Regulations, "It shall be unlawful for a person, firm or ,-corporation to excavate, erect, build, construct, alter, repair
or demolish any building or structure which has been issued or which is required to be issued a building permit by theL Town of Addison between the hours of 7:00 p.m. and 7:00 a.m. Monday
through Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on Saturday and Sunday, if such activity ) f is performed within a residential, apartment, or townhouse zoned area, or
within three 􀀧􀁾􀀠hundred (300) feet of an occupied residence, except in cases of urgent necessity or in the interest of public safety and convenience, and then only by permit ofthe
City Manager." , . i l. 55. PREVAILING WAGE RATES r Wage rates paid on this project shall not be less than specified in the schedule of generall . prevailing rstes of per diem wages
as attached hereto. ,, i [ [ [" r; L r L I l. l I , . SP-l3[l . 
r l . ir' .. if " [: f l r l.. r'I • l . [ Ii rL [' r L L [ L L I PREVAILING WAGE RATES GENERAL DECISION TXOI0045 03/0212001 TX45 Date: March 2, 2001 General Decision Number TXOI0045
Superseded General Decision No. TXOoo045 State: TEXAS Construction Type: HEAVY HIGHWAY CounMies): COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN WICHITA ELLIS PARKER HEAVY
AND HIGHWAY CONSTRUCTION PROJECTS IN WICHITA COUNTY ONLY. HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number Publication Date o 03/02/2001 COUNTY(ies): COLLIN
GRAYSON DALLAS JOHNSON DENTON KAUFMAN ELLIS PARKER SUTX2043A 03/26/1998 Rates AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER ROCKWALL TARRANT WICHITA
Fringes $ 9.00 9.55 8.80 11.51 10.30 PWR-1 
r 􀁦􀁾,i, CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES , ' CONCRETE RUBBERi . i . ELECTRICIAN FLAGGER,-., 􀁾􀀠FORM BUILDER-STRUCTURES L FORM LINER-PAVING & CURB FORM SETTER-PAVING
& CURB,-! FORM SETTER-STRUCTURES 􀁾􀀠LABORER-COMMON LABORER-UTILITY r' 􀁾􀀠MECHANIC! L OILER SERVJCER r PAINTER-STRUCTURES ,! . PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT
PAVING MACHINE I BROOM OR SWEEPER OPERATOR ! BULLDOZERl CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE ! L. CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING
SAW f I CONCRETE PAVING SPREADER L L SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK., DRAGLINE, SHOVEL r FOUNDATION DRILL OPERATOR CRAWLER MOUNTED L·,;, FOUNDATION DRILL
OPERATOR TRUCK MOUNTED FRONT END LOADERr L MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATORt. FINE GRADE I f MOTOR GRADE OPERATOR L PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX
PAVEMENTS c. ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING f L PWR-2 10.50 9.83 8.84 15.37 7.55 9.82 9.00 924 9,09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74
9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 10.30 11.97 m96 7.32 9.06 8.59 
r' ," i f' !,. L t ,. [ r r . , [ r . l L L L [ L r L [ [ [ ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC IRAVELING MIXER WAGON-DRILL, BORING MACHINE
REINFORCING STEEL SETTER PAVING REINFORCING STEEL SETTER STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORKZONEBARRlCADE TRUCK DRIVER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE
AXLE HEAVY TRUCKDRIVER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LOWBOYIFLOAT TRUCK DRIVER-TRANSIT MIX TRUCKDRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER 8.48 9.63 10.58 9.15 8.83 12.00
13.21 13.31 14.80 10,00 7.32 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 Unlisted classifications needed for work not included within the scope ofthe classifications listed may be added
after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(v». In the listing above, the "SU" designation means that rates listed under that identifier do
not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been detennined to be prevailing. WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter
setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling PWR-3 
[ r On survey related matters, initial contact, including requests for summaries ofsurveys, should be with the Wage and Hour Regional Office for the area in which the survey was f" conducted
because those Regional Offices have responsibility for the Davis-Bacon l., survey program. If the response from this initial contact is not satisfactory, then the ' process described
in 2.) and 3.) should be followed. f L With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch ofConstruction Wage
Determinations. Write to: L Branch ofConstruction Wage Determinations Wage and Hour Division f', U. S. Department ofLabor L 200 Constitution Avenue, N. W. Washington, D. C. 20210 r i
2.) Ifthe answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator [ U.S. Department ofLaborl 200 Constitution Avenue, N. W. Washington, D. C. 20210 ! l [ The request should be
accompanied by a full statement ofthe interested party's position and by any information (wage payment data, project description, area practice material, ,f etc.) that the requestor
considers relevant to the issue. L L 3.) Ifthe decision ofthe Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the
Wage Appeals Board). Write to: L Administrative Review Board U. S. Department ofLabor 200 Constitution Avenue, N. W. r Washington, D. C. 20210 4.) All decisions by the Administrative
Review Board are final. f L END OF GENERAL DECISION L f L. l l PWR-4 
J ] J 1 <] <I J I 1 ] SNOI.LV::U.!II::l:!ldS 'IV;)INH;):!I.L .L NOI.L;):!IS J <1 , 1 , J .J1 J 1 < J 
rl . r: 􀀧􀁾􀁴􀁆􀁊􀀧􀁾􀁕􀁉􀁌􀁄􀁉􀁎􀁇􀁄􀁅􀁍􀁏􀁌􀁉􀁔􀁉􀁏􀁎􀁾􀀷􀂷􀀠l PART 1 -GENERAL r' 􀁶􀁬􀀢􀁾􀀠[; l.l RELATED DOCUMENTS ! A. 􀀢􀀢􀀧􀀢􀁴􀁩􀁾md 􀀢􀀢􀀬􀀬􀀻􀁾􀀠n,,,' .of fu, am_ m,]ruling
Om,,",, .Jr.:,;i= 􀁾􀀠i . J ea QR geaRins, apply to this Section pfar)' .. 􀁷􀀭􀁴􀀮􀁾􀁾􀁾􀀧􀀠l f' 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal ofbuildings
and structures. f 2. Demolition and removal of site improvements adjacent to a building or structure to be demolished. 3. Removing below-grade construction. 4. Disconnecting, capping
or sealing, and abandoning in place site utilities. 1.3 DEFINITIONS [ A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed
and salvaged or recycled. [ B. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged,
or recycled. L 1.4 MATERIALS OWNERSHIP L A. Contractor shall assume ownership of all building materials on the site. It shall be the Contractor's responsibility to remove building, sign,
utility, and paving items from the site. [ 􀀯􀁾􀁾􀁰􀁾􀁾􀁲􀁴􀁣􀂭􀁾􀀢􀀢􀁾􀁤UBMITTALS[ A. Demolition Finn Qualifications: Demolition Contractor shall provide names, addresses and [ phone
numbers for references associated with at least three building demolitions conducted in the last five years. [ B. Proposed Environmental-Protection, Dust-Control and Noise-Control Measures:
Subrrrit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation for approval. Show any measures necessary
for L protection of trees, foliage or nearby structures. 􀀧􀁾􀁗􀁑􀁾􀁾􀁾􀁬􀀡􀀡􀁬􀁾􀁦􀀠 -. 92221 􀁾􀀧􀁦􀀬􀀬􀀧􀀻􀀻􀀺􀁻􀀻􀀻􀁩􀂥􀀭􀀭􀀮􀁾􀀮L -􀀭􀀮􀀺􀀬􀁾􀀠_.'i"':': •",,41.'1 􀁾􀀮􀀢􀀬􀀮􀁾􀀮􀀠
L pL C. Schedule of Building Demolition Activities: Indicate the following: I. Detailed sequence of demolition and removal work, with starting and ending dates for 􀁦􀁾􀀠each activity.
! 2. Coordination for shutoff, capping, and continuation of utility services. D. Landfill Records: Indicate reg.eipt. and acceptance of hazardous wastes by a landfill facility r licensed
to accept hazardous wastes, 􀁾􀀮􀀠􀁾,L E. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for [' recovering refrigerant, stating that all refrigerant
that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered. L 1.6 QUALITY
ASSURANCE l r A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. A minimum
of three successful building demolition projects must have been completed and references for each project must be available. B. Refrigerant Recovery Technician Qualifications: Certified
by EPA-approved certification[ program. C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations
of authorities having ! jurisdiction. L D. Standards: ComplywithANSIAl0.6andNFPA241. L E. Predemolition Conference: Conduct conference at Project site to demonstrate compliance with
reqUirements in the Plans and Specifications. Review methods and procedures related to building demolition including, but not limited to, the following: I. Inspect and discuss condition
ofconstruction to be demolished. 2. Review and finalize building demolition schedule and verifY availability of demolitionL personnel, equipment, and facilities needed to make progress
and avoid delays. 3. Review and finalize protection requirements. r 1.7 PROJECT CONDITIONS L A. Buildings to be demolished will be vacated and their use discontinued before start ofWork.
L B. Owner gives no indication as to the thickness of any pavements, slabs, docks, or other structural items. It is the responsibility of the Contractor to make his own determinations
based on the pre-bid site visit. r t C. Owner assumeS no responsibility for buildings and structures to be demolished. L Conditions existing at time of inspection for bidding purpose
will be maintained by Owner as far as practical. L r BUILDING DEMOLITION 02221 -2 L 
1 f, (i D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. r 1. If materials suspected of containing hazardous materials are encountered,
do not disturb; immediately notifY Owner and Engineer. Hazardous materials will be removed by Owner under a separate contract. ! l E. Storage or sale ofremoved items or materials on-site
is not permitted. l.. 􀁷􀁬􀀭􀁾􀀠PART 2 -PRODUCTS (Not Used) L r-JY􀁲􀁐􀁃􀁾􀀠􀁾􀁾􀀧􀀳􀀠r PART 3 -EXECUTION L 3.1 EXAMINATION A. Survey existing conditions and correlate with requirements
indicated to determine extent of building demolition required. l B. Review Project Record Documents of existing construction provided by Owner. Owner does not guarantee that existing
conditions are the same as those indicated in Project Record Documents. ': C. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure
the nature and extent of the element. Promptly submit a written report to Engineer. ! l D. VerifY that any known hazardous materials have been remediated before proceeding with { . building
demolition operations. L (tlf4v.3.2 PREPARATION 􀁾L A. Remgerant: Remove and store remgerant according to 40 CFW'82 and regulations of authorities having jurisdiction. L B. Existing
Utilities: Locate, identifY, disconnect, and seal or cap offlindicated utilities serving buildings and structures 􀁴􀁯􀀡􀀡􀁾􀀬􀀺􀀺􀀺􀀽-.u'[, 1. Arrange to shut oft·· lities with utility
companies. r. 2. Ifutility services are required to be removed, relocated, or 􀁡􀁢􀁾􀁤􀁯􀁮􀁥􀁤􀀧􀀠before proceeding with building demolition provide temporary utilities that bypa s buildings
and structures to be demolished and that maintain continuity of service to oth buildings and structures. 3. Cut off pipe or conduit a minimum of 5'below grade. Cap, valve, or plug and
seal remaining portion of pipe or conduit fter bypassing. L L 4-M'C. Temporary Shoring: Provide and maintain interior and exterior shoring, braCing, or structural support to preserve
stability and prevent unexpected movement Or collapse of construction being demolished. l I. Strengthen or add new supports when required during progress ofdemolition. L BUILDING DEMOLITION
02221 -3 L 
[ r r t l. 33 !ntainers. PROTECTION t ,' A Existing Facilities: Protect adjacent waJlBVays, loading docks, building entries, and other building facilities during demolition ooet'i1tions,
B. Existing Utilities: 􀁄􀁩􀁳􀁣􀁾􀁩􀁳􀁴􀁩􀁮􀁧utility services for the building. Underground lines may ( be abandoned in place. L 1. Do not interrupt existing utilities serving alljacent
occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities,
as acceptable to[' Owner and to authorities having jurisdiction. a. Provide at least 72 hours' notice to Owner if shutdown of service is required during r changeover. l C. Temporary
Protection: Erect temporary protection, such as walks, fences, railings, 􀁣􀁾􀁩􀁥􀁳􀀬􀀠fuN<and covered passageways, wh e' ritles havin 'urisdiction and lwfudicated. Comply with requirement
ivision 1 Section "Temporary Facilities an on 0 1. Protect existing site improvements, appurtenances, an an scapmg to rernam. 2. Provide temporary barricades and other protection required
to prevent injury to people [ and damage to adjacent buildings and facilities to remain. 1 3. Provide protection to ensure safe passage of people around building demolition area and
to and from occupied portions ofadjacent buildings and structures. [ 4. Protect walls, windows, roofs, and other adjacent exterior construction that are to remain and that are exposed
to building demolition operations. L 5. Erect and maintain partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise from occupied
portions of adjacent buildings. L 3.4 DEMOLllON, GENERAL A General: Demolish indicated existing buildings, structures and site improvements completely. Use methods required to complete
the Work within limitations of governing regulations and as f follows: L. I. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression
devices during flame-cutting operations. L 2. Maintain adequate ventilation when using cutting torches. ( 3. Locate building demolition equipment and remove debris and materials so as
not to impose excessive loads on supporting walls, floors, or framing. B. r 􀁾􀁳􀁵􀁲􀁶􀁥􀁹􀁳􀀺􀀠Perform surveys as the Work progresses to detect hazards that may result from building
demolition activities. r I 􀁾􀁾􀁴􀁫􀀭􀁾􀁾[, 􀁡􀁬􀁬􀁾􀁾􀀮􀀺􀀮􀀠􀁾􀀭􀀴􀁃i,r--t4. 􀁾􀀠􀀮􀀱􀀮􀁌􀁾􀀠CMtx1A.. ft,.J.....t 􀁾􀀠02221-4[ BUlLDINGDEMOLllON "\-----UOf -r 􀁾"51£e:.. 􀁾.,."%.8.1.

r l r , " r', [ . L ,r" f 1 r \ \ c !. L [ r. L r C. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interierence with
roads, streets, walks, walkways, and other adjacent occupied and used facilities. I. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities
without permission from Owner. Provide alternate routes around closed or obstructed traffic ways ifrequired by Owner. 2. Use water mist and other suitable methods to limit spread of
dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions,
such as ice, flooding, and pollution. 3.5 MECHANICAL DEMOLITION A. Remove buildings and structures, and site improvements intact when permitted by authorities having jurisdiction. B.
Proceed with demolition of structural framing members systematically, from higher to lower level. Concrete panels shall be lowered systematically to maintain as much structural stability
as possible with remaining structure. c. Remove debris from elevated portions by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 1. Remove
structural framing members and lower to ground by method suitable to minimize ground impact or dust generation. D. Concrete: Cut concrete full depth at junctures with construction indicated
to remain, using power-driven saw, then remove concrete between saw cuts. E. Below-Grade Construction: 􀁄􀁥􀁭􀁯􀁬􀁩􀁳􀁨􀀷􀁯􀁴􀁮􀁾􀀠and other below-grade construction. 􀁾􀀠Remove piers
to a depth of at leasy,:feet below final grades indicated. F. Existing Utilities: Demolish and 􀁾􀁭􀁯􀁶􀁥􀀠existing utilities and below-grade utility structures. Remove and salvage meters
on the site. Coordinate removal of service lines with applicable utility companies. 3.6 EXPLOSIVE DEMOLITION 􀁾􀁦􀁉􀁦􀁬􀂭Explosives: Use of explosives is not permitted. A. 􀁾􀀮􀁊􀁬􀀮􀀭'?>.
Y W3.7 /"SITE RESTORATION A. Below-Grade Areas: Rough grade below-grade areas ready for further excavation or new construction. B. Site Grading: Site shall be graded according to plans
to a tolerance of +/-0.2 feel. There shaH be no ponding or low areas on site. All drain:eSflow to the channel on the west side of the site. It is estimated that approxima . xxx. c c
yards of select fill will need to be hauled in from off-site in order to obtain the .•. own on the Plans. No guarantee is made BUILDING DEMOLITION ? 02221 -5 l " l 
[": r' 1 as to the accuracy of this estimate. It will be the responsibility of the Contractor to develop his own estimate prior to bidding on the project. r L. C. Vegetation: Hydroseed
site with Common Bermuda or approved equivalent within seven days of demolition ofthe building and parking arcas. Hydroseed shall be applied at a rate as defmed by the manufacturer for
uniform grass coverage. 􀁌􀁴􀁊􀁾􀁾􀀠􀁾􀁾􀁾􀀠L r 3.8 REPAlRSr A. General: Promptly repair damage to adjacent construction caused by building demolition 1 ,,· .operations. .. '.r <.' B.
Where repairs to existing surfaces are required, patch to produce surfaces suitable for new Ifmaterials. r! C. Restore exposed finishes ofpatched areas and extend restoration into adjoiuing
construction in a manner that eliminates evidence ofpatching and refinishing. r 3.9 DISPOSAL OF DEMOLISHED MATERIALS i A. General: Except for items or materials indicated to be recycled,
reused, salvaged, reinstalled, or I. otherwise indicated to remain Owner's property, remove remove demolished materials from Project site and legally dispose ofthem in an EPA-approved
landfilL t 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. L B. Burning:
Do not burn demolished materials. L C. Disposal: Transport demolished materials offOwner's property and legally dispose ofthem. L 3.10 CLEANING A. Clean adjacent structures and improvements
of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition [-operations began. L END OF SECTION 02221
[ [ f' L L BUIIDING DEMOLITION 02221-6 
1 j 1 ..􀁾􀀠􀁮􀂣􀀭􀁾􀀠':>HS NOI.LV'1flDffiI DNIG1lflS: NOSmGV dO NMO.L 1 , 1 '_-J 1 ,.1 I , I 􀁾􀀠JJ 
r P L 􀁦􀀭􀁾􀀠I . L f r . I ! . [ f L. f . 1 r. Sec. 5037.5. Excavation,construction or demolition at night prohibited. L (a) lntimt and purpose. The city council of the Town of Addison
finds and declares that: (l) The .uncontrolled 􀁥􀁸􀁣􀁡􀁶􀁾􀁴􀁩􀁯􀁮􀀬􀀠erection, construction or demor lition at night upon buildings or structures presents an l inconvenience or danger
to the welfare and safety of those persons residing within or near the buildings or stnictures 􀁬. . 􀁾􀀠 worked upon . (2) Such nocturnal activity causes inconvenience or danger to
[ those persons residing within Ofrnear the buildings or structures worked upon so as to constitute a public nuisance. I. (3) It is a matter of public necessity that the Town of Addison
protect those persons residing within or near the buildi'ngs L L Bupp. No. 23 358.13 
I' BUTI..DINGS, BUILDING REGULATIONS 16-5?6n r or structures worked upon from the danger posed by such l . nocturnal activity. . r . (4) .The provisions and prohibitions hereinafter
contained and i enacted are in pursuance of and for the morals and general L welfare of persons in the Town of Addison. [' (5) 􀀮􀁔􀁨􀁬􀁾􀁬􀀢􀁥􀂷􀁩􀁳􀀠an immediate and present danger
presented by the above described uncontrolle.d nocturnal activity, creat.ing an emergency. r (b) Unlawfu.z. actiuity. It shall be unlawful for a person, fn-in 01' 'c011loration to excavate,
erect. build, construct, alter, 􀁲􀁥􀁰􀁡􀁾􀁲􀀠or demolish any building or structure which has been issued or r .' . which is required to be. issued a building permit by the Town of AddiSon
between the hours of 7.:00 p.m. and 7:00 a.m. Monday r throl;lgh Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on' Saturday and Sunday, if such activity is performed within
a \ residei!.tial, apartment or townhouse zoned area, or within three l hundred (800) feet of an occupied residence, except in cases of urgent necessity' or in the interest of public
safety and conve\, nience; and then only by permit of the city manager. . . " .'. (c) Exception.. The provisions of this section shall not apply to L city and utility cOmpany .when engaged
in the installation or repair of utility lines situated 'within such buildings or structures. (: (d) Postin.g of sign. The owner of the property upon which L activitY is carried on or
the general contractor shall be responsible for; the posting of a sign in a clearly visible area at allL entrances to construction sites that will state the hours during. which constru,cj;ioll
is allowed. (Ord. No. 084·051,§ 1, 7-24-84; . Ord:No. 085.-040, §§ 1,2,6-25-85) . L L E.ditor.ia.l1ote-Seclion 2or·Ord. No. 􀁏􀁾􀂷􀀰􀀵􀀱􀀬􀀠adopted July 24, 1984, prov:lded . t!lat any
.Person. firm or corpOration vjolating the prov:lsions orthill ordinance, codifiedhereiri lIS § ,,·37.6,shall UPOI1 commissiol1 be deemed guilty or a miilde· l .meanor, and 8MlI'be BUbject
to a fine 110t to exceed two hundred dollars ($200.00). . . Furtherynore, the construction or building permit Clf.a perBoI1, firm or corporation lIlay be revClked if said person. firm
or corporati!ln continues violating an,y oethe l'rovisioris Clf this § 5·37.6. ' .......-.....-._.r L L 
] 1 1XUIN:.>IddV 1 Cj . , .. 1 1 C , J J . 1 
____________________________________________ _ l r _ t.:ii\ --01415Ill' 􀁾-= {Rev. 14".) PTEXAS SALES AND USE TAX EXEMPTION CERTIFICATE .'_0I_.&m.. _ 􀁲􀁾􀀬􀀠... .___0. a 􀁾􀀠􀁑􀀬􀁯􀀮􀀮􀀬􀀮􀁊􀁖􀁾••-.
-D<"t __ Ii IPtt.:.. {AIN:x:aMMd 􀁾􀀠C4t1. sw.. ZlP coder 􀀢􀁾􀁉􀀬􀀭􀀭___􀀭􀁟􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀀠/"If􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀠I the purchaser named above, claim an exemption from payment 01 sales and use taxes for the purchase of taxable aems.-I ' described below or on the aHached order or invoice
lorm: r: 􀁓􀁾􀁲􀀮􀀠􀀺􀁾" SInIGt add....": Clly. Sla1a, ZIP code: """["" Description of items 10 be purchased or on the aHached order or invoice: .. ill l I,, " lid Purchaser claims this
exemption for the following reason: [ TEXAS 􀁾􀀠1 11 I understand that I will be liable for payme s or use taxes which may become due lor failure to comply wHh the provisions of the
Tax imited Sales, Excise, and Use Tax Act, Municipal r Sales and Use Tax Act, Sales and Us for Special Purpose Taxing Authornies, County Sales and Use Tax Act, County Heanh Service ales
and Use Tax and the Texas Heafth and Safety Code: Special Provisions Relating to Hospital Districts, Emergency Services Districts, and Emergef/CY Services Districts in counties with
a population of 125,000 or less. r I understand that it is a misdemeanor to give an exemption certificate to the seller lor taxable items which I know, at the time of purchase, will
be used in a manner other than that expressed in this􀁾􀁉􀀠P certificate and that upon conviction may be fined not more than lS.S.Wl per offense. " ,... 001. 'sign ....I[.Jhere. USE
BY SUBDIVISION OF Note: This certificate cannot be issued lor the purchase, lease or rental of a motor vehicle. THIS CERnFICATE DOES NOT REQUIRE A NUMBER TO BE VALID􀁾􀀠Sales and Use
Tax "Exemption Numbers"or "Tax Exempt" Numbers do not exist This certfficate should be furnished to the supplier. Do JlgJ, send the completed certHicate to the Comptroiler of of Public Accounts. . 􀁾􀀠􀁩􀁾􀀠
r' i n i 􀁾􀀬􀀠Stonn Water Pollution Prevention Plan Building Demolition Only f. i r Part A -Site Description I. [ Type of Project The project is the demolition of an existing building
and associated parking. This project is necessary due to 􀁴􀁨􀁾􀁧􀁮􀁭􀁥􀁮􀁴of Arapaho Road in Addison, Texas. r Schedule L i Scheduled Revised Milestone Set up initial controls I Building
demolition • Demolish west parking I Stabilize west parking area I Install phase B controls Demolish east parking IFinal Site stabilization Start Finish Start Finish [ Part B -Existing
Conditions Existing Foliage I Type ofGrass I Vegetation I Approximate Density Site CoveraJ1;e I Bermuda Grass 190 10 ITrees 120 10[' DrainageImpacts Pre-development Runoff Coefficient
(C in Rational Formula) 0,90[ Post-development Runoff Coefficient 0.40' Addition of roadway will be in a future phase. r' Onsite Systems L Pipe System Present No •. _ JJ. 􀁾􀀠ftIl'f
r.. s,I.,1LOther Systems Present /[ There is a substantial drainage channel located on the west-side of the property. This channel 􀁾􀁯􀁴be Significantly impacted by the construction
activities, The existing channel lining will remain in place. L Existing Areas of Erosion Since most of the site consists ofstructure and pavement, there is little evidence of existing
erosion. f Part C -Pollution Prevention Techniques Project Phasing ! Phase Start Finishf . PbaseA PhaseB ! L 1 􀁊􀁐􀀬􀁗􀀧􀁾..,-,􀁾􀀢􀀮􀀠' 
______ f' { r, L r' I r' i r, L r i I I r L L L L I ' L I !c. r l [ , _-r.__.....􀁾􀁾􀀠􀁾􀁗􀁜􀁲􀁾􀁊􀁉􀀧􀀿• 􀀮􀁊􀁾􀁩􀁨􀁈􀁩􀀺􀁉􀀡􀀨􀁔􀁥􀁣􀁨􀁮􀁩􀁱􀁵􀁥􀁳􀀠􀁾􀀠Bermuda sod nd seed will be
applied to provide uniform 90% coverage upon completion of the demolition and gr v.ties. Grassed areas will be watered tooiG. 􀁶􀀡􀁥􀁲􀁾􀁬􀂥􀀠fpr two 􀀢􀁲􀁥􀁾􀁾􀁉􀁾􀁴􀀺􀀺􀁾􀀺􀁾􀀠 Silt
Fence . 􀁾􀀠 Design capacity for silt fence shall be 3.5 cubic feet per second. As shown on tIJe construction plans, silt fence shall be installed in two phases, A and B. IPhase A Install
Date Removal Date I· PhaseB Stabilized Construction Entrance The existing pavement at the entrance to the site shall remain for the majority of the demolition activities. If this entrance
is removed before completion of the demolition activities, a stabilized construction entrance shall be installed. Waste Management Practices Solid Waste Management • Covered, leakproof
trash container on-site. • 􀁾􀁵􀁭􀁰􀁳􀁴􀁥􀁲on site • 􀁾clean up procedures implemented • Timely collection of waste from containers 􀁾􀀠Hazardous VIaste Management ,..--. f ? , • Controlled
storage facility for pam, thinner and sol vents • Controlled storage facilities for fertilizer and other chemicals • Procedures for handling spills is established and posted on-site.
Hazardous Materials used or found on-site • Solvents • Fuels • Oils • arease • Roofing Tar • Pesticides • Fertilizer Concrete Waste Management 7 I 
r'I ' L r: l ' Pan D -Contractor I Sub Contractor Certifications ! Any contractor or sub contractor responsible for portions of the SWPPP or impacts the efforts of the SWPPP shall l
sign the following certification prior to providing services at the site. I certify under penalty of law that I understand the terms an conditions of the general National Pollutant r
Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with t" industrial activity from the construction site identified as part of this certification,
(' , Signed: ________________j Name (Printed): ________________ L Title: ____________________ NameofFmn: _________________ L Address: ___________________ City, State, Zip: _________________
Phone: ____________________ Date: ____________ Nature of Fmn's Responsibility: ____________________________ f l. Signed: _________________ f . Name (Printed): ---------------Title: __________________
__ 1, Name of Firm: ----------------Address: ___________________ r' City, City, State, Zip: __________________L Phone: _____________________[ Date: ____________ Nature of FlfIlI's Responsibility:
____________________________ L [ L L L 
r r";! t " r Signed: Date: [ Name (Printed): Title: L Name afFirm: Address: City, State, Zip: r: Phone: 􀁾􀁪􀀠Nature of Firm's Responsibility: r Signed: Dale:f' i r I Name (Printed):
Title: Name of Firm: r Address:L City, State, Zip: L Phone: Nature ofFirm's Responsibility:L [ Signed: Date: Name (Printed): [" Title: Name of Finn: [ Address: City, State, Zip: [" L
Phone: Nature afFirm's Responsibility: L r L 
I [' Sec/ion 4 -Cons/ruel/on BMPs r ApplicationsVegetation Perimeter Control l: 􀁛􀁾􀀠Flowr: r: f' DESCRIPTION ,f, Vegetation, as a Best Management Practice, is the sowing of annual
grasses, , small grains or legumes to provide interim and permanent vegetative stabilization for disturbed areas. [ PRIMARY USEl I Vegetation is used as a temporary or permanent stabilization
technique for areas disturbed by construction but not protecl\!d by pavement, building or other structures. As a temporary control, vegetation is used to stabilize stockpiles and barren
areas which are inactive for long periods of time. As a permanent control, grasses and other vegetation provide good protection for the soil along with SOme filtering for overland runoff.
Subjected to acceptable f runoff velocities, vegetation can provide a good method of permanllnt storm water management as well as a visual amenity to the site. [ Other BMPs may be required
to assist in the establishment of vegetation. These other techniques Include erosion control matting, swales and dikes to diiect flow around newly seeded areas and proper grading to
limit runoff velocities during construction. l_ APPLICATIONS L' ,Vegetative techniques can and should apply to every construction project with few exceptions. Vegetation effectively
reduces erosion in swales, stock piles, berms, mild to medium slopes and along roadways. Vegetative strips can provide some protection when used as a perimeter control for utillty and
site development construction. t. In many cases, the initial cost of temporary seeding may be high compared to tarps or covers for stockpiles or other barren areas subject to erosion
yet inactive. This initial cost should be weighed with the amount of time the area is 􀁬􀁾􀀠to remain inactive, since maintenance cost for vegetated areas is much less than mO$t structural
controls. [. DESIGN CRITERIA 􀁓􀁵􀁲􀁦􀁯􀁾􀀠Prqxmlw.. , [ ,0 Interim or final grading must be completed prior to seeding, miiilini:z.ing all steep slopes. ' o Install all necessary erosion
structures such as dikes, swales, diversions, etc., prior to seeding. ir . SlOpe Protection Sediment Trapping Channel Protection ITemporary Stabilization I IPermanent Stabilization I
,Wasta Management Housekeeping Practices Targeted Constituents • Sediment o Nutrients Toxic Matarials o Oil & Grease o Aoatable Materials o Other Construction Wastes Implementation Requirements
o Capital Costs o Maintenance ,0 Training • Suitability for Slopes >5% Legend • Significant Impact o Madium Impact o Low Impact ? Unknown or Questionable Impact Fe =0.90 E-4 North Central
Texas Council of Governments l. NCTCOG Construction BMP Manual 4-11 February 1993 
􀁲􀁾􀀠L r, , L L f." t I' L r: !, ' r ' I f L I [ l f [ [ L r I. rL L Section 4 -Construction BMPS Vegetation Ii D Groove or furrow slopes steeper than 3:1 on the contour line before
seeding, D Provide 􀀴􀁾inches of topsoil over rock, gravel or otherwise unsuitable soils. D Seed-bed should be well pulverized, loose and uniform. PI4,,! Selec!W", Ferli/i:ultiound Seeding
D Use only high quality, USDA certified seed. D Use an appropriate species or spedeunixture adapted to local climate, soil conditiOns and season according to the table on the follOWing
page. Consult with the local office of the U.s. Soil Conservation Service (SCS) or Engineering Extension service as necessary for selection of proper , species and application tedmique
in this area. .0 Seeding rate should be in accordance with the table on the following page or as recommended by, the SCS or engineering extension service. D Fertilizer shall be applied
according to the manulaC'tllrer's recommendation with proper spreader equipment. Typical application rate for 10-10-10 grade fertilizer is 700-1000 lb/acre. DO NOT OVER APPLY FERTlLIZER.
D If hydro-seeding is used, do not mix seed and fertilizer more than 30 minutes before application. D Evenly apply seed using cyclone seeder, seed drill, cultipacker or hydroseeder.
D ' Provide adequate water to aid in establishment of vegetation. D Use appropriate mulching techniques where necessary. LIMITATIONS Vegetation is not appropriate for areas subjected
to heavy pedestrian or vehicular 􀁴􀁲􀁡􀁬􀂣􀁩􀁣􀁾􀀠As a temporary technique, vegetation may be costly when compared to other techniques. Vegetation is not appropriate for rock, gravel
or coarse grained soils unless 4 to 6 inches of topsoil is (applied., MAINTENANCE REQUIREMENTS Protect newly seeded areas from excessive runoff and traffic llntil vegetation is established.
A watering and fertilizing schedule will be required as part of the SWPPP to assist in the establishment of the vegetation. Specitic.iionSeciionN/A OetailiD N/A fIf!tIJ NCTCOG Construction
Manual 4·12 Februal)' 1993 
􀁾􀀠........., ,............ ,. " ....-. r; ....--. ,.......... ,-"'."" 􀀢􀀢􀀢􀀢􀁾􀀧􀀭􀀢􀀠."........., 􀁾􀀠_u_"'" 􀁾􀀠􀁾􀀠􀁾􀀠r----o 􀁾􀀠--......." "--"\ ,,: 􀁾􀀠..• 1 -Temporafy Vegetation
Table Vegetation -The following plants are commonly usad for temporary cover in Texas. For optimum planting dates and adaptations for a specific soil or site, contact your local field
office of the Soli Conservation Service. 1Vegetative Area Adaptation: As taken from 'Texas Plants -A Checklist and Ecological Summary', MP-585, June 1962, Dr. F. W. Gould The planllng
date represents a statewide spread in planting dates. Refer to local guides for specific dates. , Sources: C-Commercial Wildlife Food Value: B-Bird 0 -Deer Adapted from Erosion and SedimentControl
Guidelines For Developing Areas in Texas, U.S. Department of Agriculture. Soil Conservation Service, 1976. 
. . • "1 1 ] ] ] :1 ' ] '1 j , , J 1 . ) J J " 1 .J , 1 .J J, i , I <.J 
fl.' f l . Section 4 -Construction BMPs r-' Applicationsl Silt Fence Perimeter Control I '" '" Disturbed --Area • ;17..... -􀀮􀁾􀁩􀀱􀁉􀁾􀀮. jIPilf' t;,v;..et. Stabilized Area Supports
.....---Silt Fence.,,/r-' ,.-----t. 􀁾􀁾􀀠cora;􀀧􀀧􀀧􀀧􀀢􀀧􀀭􀁾􀀠, , --:;:-,L . '//' ........ r l DESCRIPTION r A silt fence consists of geotextile fabric supported by poultry netting
or other r backing stretched between either wooden or metal posts with the lower edge of the fabriC securely embedded in the soil. The fence is typically located downstream of dislw'bed
areas to intercept runoff in the form of sheet flow. f Silt fence provides both filtration and time for sedimentation to reduce l L sediment and it reduces the velocity of the runoff.
Properly designed silt fence' is economical since it can be re-Iocated during construction and re-used on other projects. L PRIMARY USE Silt fence is normally used as perimeter control
located downstream of dislw'bed areas. It is only feasible for non-<:oncentrated, sheet flow conditiOns. L APPLICATIONS Silt fence is an economical means to treat overland, non-ooncentrated
flows for all types of projects. Silt fences are used as perimeter control devices for both l. site developments and linear (roadway) type projects. They are most effective with coarse
to silty soil types. Due to the potential of clogging, silt fence should not be used with clay soil types. In order to reduce the length of silt fence, it shoula be placed adjacent to
the [; down slope side of the construction activities. DESIGN CRrrERIA [ o Fences are to be constructed along a line of constant elevation (along a contour line) where possible. o Maximlim
slope adjacent to the fence is 1:1. o Maximum distance of flow to silt fence should be 200 feet or Jess. L o Maximum concentrated flow to silt fence shall be 1 CFS per 20 feet of ience.
o If 50% or less of soil, by weight, passes the US. Standard sieve No. 200, select the equivalent opening site (E.O.S.) to retain 850/, of the soil. L o Maximum equivalent opening size
shall be 70 (#70 sieve). o Minimum equivalent opening site shall be 100 (#100 sieve J. ·0 U 85% or more of soil, by weight, passes the U.s. Standard sieve No. 200, silt fences shall
not be used due to potential clogging. L L Slope Protection I SedimentTrapping I Channel Protection Temporary Stabilization Permanent Stabilization Waste Management Housekeeping Practices
Targeted Constituents • Sediment o Nutrients Toxic Materials o Oil & Grease o Floatable Materials o Other Construction Wastes implementation RequIrements o Capital Costs • Maintenance
o Training o Suitability for Slopes >5% Legend • Significant Impact o Medium Impact o Low Impact ? Unknown or Questionable Impact Fe =0.75 8-1 􀁾􀀠 North Central Texas Council 01 Governments
NCTCOG Construction BMP Manual 4-21 February 1993 L 
f' ( . r: r L r1 L f L L i i [ [ L L L r' L L L L L L Section 4 -Construction BMPs Silt Fence o SuHident room for the operation of sediment removal equipment shall be provided between
the silt fence and other obstructions in order to properly maintain the fence. o The ends of the fence shall be turned upstream to prevent bypass of stormwater. II LIMITATIONS Minor
pending will likely o<:cur at the upstream side of the silt fence resulting in minor localized flooding. Fences which are constructed in swales or low areas subject to concentrated .flow
may be overtopped , resuiting in failure of the mter fence. Silt fences subject to areas of concentrated flow (waterways with . flows,. 1 cis) are not acceptable. . Silt fence can interfere
with 􀁾􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀀠oPerations, therefore planning of access routes onto the site is critical. Silt fence can fail structurally under heavy storm flows, creating maintenance
problems and redudng the effectiveness of ,the system. MAINTENANCE REQUIREMENTS Inspections shouid be made on a weekly h<\sis, espedal1y after large storm events. If the fabric becomes
clogged, it should be cleaned or if necessary, replaced. ( Sediment should be removed when it reaches approximately one-hall the height of the fence. Specification Section B' O.tailIO
2020 !W' NCTCOG Construction Manual 4-21 February 1993 
L [. Section 4 • Construction BMPs {"f: Stabilized Construction Entrance I I 2f[' I :/.. 􀁾􀀠.if.[ I /[: DESCRIPTION Depth • I Wash Rack (Optional) 􀁊􀁤􀁾􀀠 􀁾􀀠Flow to treatment barrier
Filter Fabric such as silt lence [ r' A stabilized construction entrance consists of a pad consisting of gravel, crushed stone, recycled con<rete or other rock like material on top of
geotextile filter cloth to facilitate the wash down and removal of sedi:t:l1ent and other debris from construction equipment plior to exiting the construction site. For . added effectiveness,
a wash rack area can be incorporated into the design to further reduce sedi:t:l1ent tracking. For long term projects, cattle guards or other type of pennanent rack system can be used
in conjunction with a wash rack. This dire<:tly addresses the problem of silt and mud deposition in roadways r used for construction site access. PRIMARY USEf Stabilized construction
entrances are used primarily for sites in whichL L significant truck traffic occurs on a daily basis. It reduces the need to remove sedi:t:l1ent from streets. If used properly, it also
dinects the majority of traffic to a single location, reducing the number and quantity of disturbed areas on the site and providing protectiOn for other structural controls through traffic
control. L APPLICATIONS Stabilized construction entrances are a required part of the erosion control plan for all site developments larger than 5 acres and a recommended practice for
all construction sites. It is not suitable for long, linear projects. If possible, small entrances should be incorporated into small lot construction due to the large (, 􀀮􀀢􀁾􀀢􀀠percentage
of disturbed area on the site and the high potential for offsite tracking of silt and mud. [ DESIGN CRITERIA E o Stabilized construction entrances are to be constructed such that drainage
across the entrance is directed to a controlled, stabilized outlet on site with provisions for storage proper filtration and removal of wash water. CI The entrance must be properly properly
graded so that storm water is not r allowed to leave the site and enter roadways. o Minimum width of entrance shall be 15 feet, but in no case shall the width be less than that of the
entry way to be used. L L o Minimum depth of entrance shall be 8 inches for the entlne length of the control. L Applications -Perimeter Control Slope Protection Sediment Trapping Channel
Protection ITemporary Stabilization I Permanent Stabilization Waste Management Housekeeping Practioes Targeted Constituents o Sediment. o Nutrients Toxic Materials o 011 & Grease o Floatable
Materials o Other Construction· Wastes Implementation Requirements • Capital Costs o Maintenanoe o Training o Suitability for SlOpeS >5% Legend • Significant Impact o Medium Impact o
Low Impact ? Unknown or Questionable Impact Fe =N/A 8-9-.,􀁾􀀮 􀁃􀂷􀁾􀀠. North Central Texas Council of Govemments NCTCOG Construction BMP Manual 4·37 Febru'l'Y 1993 L 
..f' [: Section 4 -Construction BMPs [' [ f. t [ r' L r, . l ! . [ \ ! L L f' L r [ L L [, :1 Solid Waste Management DESCRIPTION large volumes of solid waste arec often generated at
construction sites including: packaging, paUm, wood waste, concrete waste, soil, electrical wiring, cuttings, and a Variety of other materials. The solid waste management . practice
lists techniques to minimize the potential of storm water contamination from solid waste through appropriate storage and disposal practices. . PRIMARY USE These practices should be a
part of all construction practiCes. By llrniting the trash and debris on site, storm water quality is improved along with reduced clean up requirements at the completion of the project.
APPLICATIONS The solid waste management practice for construction sites is based on proper storage and disposal practices by construction workers and supervisors. Key elements of the
program are education and modification of improper disposal habits. Cooperation and vigilance is required on the part 01 supervisors and workers to ensure that the recommendations and
procedures are followed. Following are lists describing the targeted materials and recommended procedUieS: o Targeted Solid Waste Materials Paper and cardboard containers Plastic packaging
Styrofoam packing and forms lnsulation materials (non-hazardous) Wood pallets Wood cuttings Pipe and electrical cuttings Concrete, brick, and mortar waste Shingle cuttings and waste
. Roofing tar Steel (cuttings, nails, rust residue) Gypsum board cuttings and waste Sheathing cuttings and waste Miscellaneous cutting and waste Food waste Demolition waste Storage Procedures
o Wherever possible, minllrdze production of solid waste materials. o Designate a foreman or supervisor to oversee and enforce proper solid wa.ste procedures. o lnstruct construction
workers in proper solid waste procedures. o Segregate poten tially hazardous waste !rom non-hazardous construction site debris. o Keep solid waste rnaterials under cover in either a
closed dumpster or other enclosed trash container that llrnits contact with rain and runo!!. o Store waste 􀁭􀁡􀁬􀁥􀁲􀁩􀁾􀀠away from drainage ditches, swales and catch basins. Applications
Perimeter Control Slope Protection SedimentTrapping Channel Protection Temporary Stabilization .Penmanent Stabilizanon I Waste Management Housekeeping Practices Targeted Constituents
o Sediment • NutrientsToxic Materials o Oil & Grease • Floatable Materials • Other Construction Wastes Implementation Requirements <;I Capital Costs <;I Maintenance <;I Training o Suitability
lor Slopes >5% Legend • Significant Impact <;I Medium Impact o Low Impact ? Unknown or Questionable Impact W-1 North Central Texas Council of Governments r. NCTCOG Construction SMP Manual
4-4$ February 1993 L 
r: Section 4 -Consln./c/ion BMPs n r-r t. l r . f' i 􀁾􀀠r f .r, [ r ' L L [' " r􀁾􀀠[ [ t, L L Solid Waste Management >i" o Do not allow trash containers to overflow. o Do not allow
waste materials to accumulate on the ground. o Prohibit littering by workers and visitors. o Police site dally for litter and debris. o Enforce solid waste handling and storage procedures.
, DisPOSllI Procedures o If feasible, segregate recyclable wastes from non-recyclable waste materials and dispose of properly; o Ceneral construction debris may be hauled to a licensed
construction debris landfill (typically less expensive than a sanitary landfill). o 'Use waste facilities approved by local jurisdiction. o Runoff which comes into contact ,with unprotected
waste shall be directed into structural treatment such as silt fence'to,remove debris. ' EduCQtiDn o Educate all workers on solid waste storage and disposal procedures. o Instruct workers
in identification of solid waste and hazardous, waste . o Have regular meetings to discuss and reinforce disposal procedures (incorporate in regular safety seminars). , 0 ' Oearly mark
on all solid waste containerS which materials are acceptable. QWl/ill! Control • o Foreman and/or construction supervisor shan monitor on-site solid waste storage and disposal procedures.
o Discipline workers who repeatediy violate procedures. Rtquir_ts o Job-site waste handling and disposal education and awareness program: o Commitment by management to implement and
'enforce Solid Waste MilMgement Program. o , Compliance by workers. ' o Sufficient and appropriate waste storage containers. ' o Timely removal of stored solid waste materials. o Possible
modest cost impact for additional waste storage containers. o Small cost impact for training and monitoring o Minimal overall cost impact. LIMITATIONS Only addresses non-hazardous solid
waste. One part of a comprehensive construction site management program. Specilieanori Section N/A DaiailiD N/A ( fJf£iI>, ' NCTCOG Construction Manual 4-44 February 1993[ 
-, 􀁲􀁾􀁾􀀠I , Section 4 -Construction BMPs f' [ r: r I I 􀁲􀁾􀁾􀀠L [ [ r t. r,r [ L L [ < . L L L 􀁅􀁾􀀠 Hazardous Waste Management DESCRIPTION The hazardous waste management EMP 􀁡􀁤􀁤􀁾􀁥􀁳􀁓􀁬􀀡�
�􀀠the problem of storm water polluted with hazardous waste through spills or other forms of contact. The objective of the Management Program is to minimiu the potential of stormwater
contamination from common construction site hazardous wastes through appropriate recognition, handling, storage and dispoSal practices. It is not the intent of this Management Program
to supersede or replace normal site assessment and remediatio" procedures. Significant spills and/or contamination warrant immediate response by trained profeSSionals. . Suspected job-site
contamination should be immediately reported to regulatory . authorities and protective actions taken. The General Permit requires reportlng of Significant spills to the National Response
Clmter (NRC) at (800) 424-8802. PRIMARY USE These management practices along with applicable OSHA and EPA guidelines should be incorporated at all construction sites which use or generate
hazardous wastes. Many wastes such as fuel, oU, grease, fertilizer and pesticide are present at most construction sites. INSTALLATION, APPLICATION AND DISPOSAL CRrrERIA The hazardous
waste management techniques presented here are based On proper recognition, handling, and disposal practices by construction workers and supervisors. Key elements of the management program
are education, proper disposal practices, as well as provisions for safe storage and disposal. Following are lists describing the targeted materials and recommended procedures: Cl Targeted
Hazardous Waste Materials Paints Solvents Stains Wood preservatives CuttingoUs Greases Roofmgtar Pesticides Fuels &: lube olls 􀁾􀀠Lead based paints (Demolition) SlorQge Procedures D
Wherever possible, minimize use of hazardous materials. D Minimize generation of hazardous wastes on the job-site. D Segregate potentially hazardous waste from non-hazardous construction
site debris. Cl Designate a foreman or supervisor to oversee hazardous materials handling procedures. tJ Keep liquld or semi-liquid hazardous waste in appropriate containers (closed
drums or stmllarl and under cover. D Store waste materials away from drainage ditches, swales and catch Applications Penmeter Control Slope Protection Sediment Trapping Channel Protection
Temporary Stabilization Permanent Stabilization I Waste Management I IHousekeeping 􀁐􀁲􀁡􀁣􀁾􀁣􀁥􀁳I Targeted ConstItuents o Sediment • NutrientsToxic Materials • Oil & Grease o Floatable
Materials • Other Construction Wastes Implementation Requirements Q Capital Costs Q Maintenance Q Training o Suitability for Slopes >5% Legend • Signiflcanrlmp<\ct Q Medium Impact o
Low Impact ? Unknown or Questionable Impact W·2 North Central Texas Council 01 Governments 􀁾􀀠r NCTCOG Construction BMP Manual 4-45 February 1993 L 
r Sec/Ion 4 -Cons/ruction'BMPs f"l .1. I Hazardous Waste Management I. L , ; basins. D Use containment helms in fueling and maintenance areaS and where the potential for spills is high.,
[ D Ensure that adequate hazardous waste storage volume is available. r D Ensure that hazardous waste collection containers are conveniently located. D Do not allow potentially hazardous
waste materials to accUmulate on the ground. D Enforce hazardous waste handling and disposal procedures. D Qearly mark on all hazardous waste containers which materials are acceptable
for the container. Dispo5IJ.1 Proceduresr D Regularly schedule hazardous waste removal to minimize on-site storage. L CJ Use orily reputable, licensed hazardous waste haulers. [ EduCJ2tion
D Instruct workers, in identification of hazardous waste D Educate workers of potential dangers to humans and the environment from hazardous wastes CJ lnstructworkers on safety procedures
for common construction site hazardous wastes D ,Educate all workers on hazardous waste waste storage and disposal procedures CJ Have regular meetings to discuss and reinforce identification.
handling and disposal procedures (incorporall! in regular safety seminars) DEstablish a continuing education program to indoctrinate new employees. fL ,r Quality Assur""ce CJ Foreman
and/or construction supervisor shall monitor on-site hazardous wasil! storage and 1 f (disposal procedures. ,CJ Educate and II necessary. discipline workers who violate procedures. CJ
Ensure that the hazardous waste disposal contractor is reputable and licensed. ! Requirements D Job-site hazardous waste handling and disposal education and awareness progtam. D Commitment
by management to implement hazardous waste management practices. L D Compliance by workers. D Sufficient and appropriate hazardous waste storage containers, . D Timely remoVal of stored
hazardous waste materials. L Costs' D Possible modest cost impact for additional ha;z:ardous storage containers. CJ Small cost impact for training and monitoring. [ D Potential Potential
cost impact for hazardous waste collection and disposal by licensed hauler -actual cost depends on type of material and volume. L UMrrATIONS This practice is not Intended to address
site-assessments and pre-existing [ contamination. Major contamination, large spills and other serious ha;z:ardous waste incidents :require immediate response from specialists. L De!nolition
activities and potential pre-existing materials, such as asbestos, 'are not addressed by this progtam. Site specific mfonnation on pians is necessary. Contaminated soils are not addressed.
One part of a IDmprehensive construction site waste management program. [ Specification Section N/A OelaillO N/A 􀁾􀀠 NCTCOG Construction Manual 4-46 FebnJary 1993 L 
r • ro' [ r ' L r [ L I i t . f 1, f t [ [ [ f' t r L [ r L [ L Section 4 -Construction BMPs Concrete Waste Management· Applications Perimeter Control Slope Protection" Sediment Trapping
Channel Protection Temporary Stabilization Permanent Stebilization I Waste Management I IHousekeeping PracticesI " Targeted Constituents o Sediment o Nutrients Toxic Materials o Oil
& Grease o Floatable Materials • Other Construction Wastes DESCRIPTION Concrete waste at construction sites comes in two forms; 1) excess fresh 'concrete mix Including truck and equipment
washing, and 2) concrete dust and concrete debris resulting from demolition. Both formshave the potential to impact water quality through storm water runoff contact with the waste. PRIMARY USE Concrete waste is present at most construction sites. This BMP should be utilized
at sites in whiCh concrete waste is present. APPLICATIONS A number of water quality parameters Can be' affected by introduction of concrete -espedally fresh concrete. Concrete affects
the pH of runoff, causing significant chemical changes in water bodies and harming aquatic life. Suspended solids in the form of both cement and aggregate dust are also generated from
both fresh and demolished concrete waste. Current U1!Jlcceptable Waste Concrete Disposal PriUlir:es o Dumping in vacant areas on the 􀁩􀁯􀁾􀁴􀁥􀀠a IDiot dumping off-jobsite a Dumping
in to ditches or drainage facilities Rewmmended Disposal PriUlices o Avoid unacceptable disposal practices listed above. o Develop pre-determined, safe concrete disposal areas. o Provide
a washout area with a minimum of 6 cubic feet of containment area volume for every 10 cubic yards of concrete poured. o Never dump waste concrete illidtly or without property owners
knOWledge and consent. o Treat runoff from storage areas through the use of structural controls 'i· as required. Educatum o Drivers and equipment operators should be instructed on proper
disposal and equipment washing practices (see abovel. o Supervisors must be made aware of the potential environmental consequences of improperly handled concrete waste. EnfortzmDlt a
The constructign site manager Or foreman must ensure that employees and pre-mix companies follow proper procedures for concrete dlsposal and equipment washing. o Employees violating
disposal or equipment cleaning dlrectives. must be r.-educated or disdplined ifnecessary. Demolitfun PriUlias a Monitor weather and wind direction to ensure concrete dust is not entering
drainage structures and surface waters. a Where appropriate, construct sediment traps or other types of sediment detention devices downstream of demolition activities. Implementation
Requirements Q Capital Costs Q Maintenance Q Training o Suitability lor Slopes >5% Legend • Significant Impact Q Medium Impact o Low Impact ? Unknown or Questionable Impact W-3 􀁾􀀠North
Central Texas Council of Governments NCTCOG Construction aMP Manual 4-47 February 1993 
r rJ Section 4 • Construction BMPs Concrete Waste Management!! ' r" i 􀁴􀁾􀁾􀀢􀀠. "•." .f.. f : Rtqllirtments!. o Use pre-determlned disposal sites fClt waste concrete. L o Prohihit
dumping waste concrete anywhere hut pre-determined areas. ,0 Assign pre-determlned truck and equipment washing areas: o Educate drivers and operatCltS on proper diSposal and equipment
cleaning procedures., r' Costs " tJ MinIm,.I cost impact for training and monitcrting. L o Concrete disposal cost depends on aVailability and distance to suitahle disposal areas, o Additional
costs involved in equipment washing could be significant.F LIMITATIONSL This concrete waste management program is one part of a comprehensive construction site waste management program.
' ,f L r' L [ I' [ L [ r L L L Specification SOC!ion N/A DelaillD N/A[ [ 􀁾􀁉􀁉􀀠L NCTCOG Construction Manual 4-48 February 1993 
PLANS FOR THE CONSTRUCTION OF SITE IMPROVEMENTS INCLUDING: DEMOLITION AND SITE GRADING NILE PROPERTIES DEMOLITION PROPOSED ARAPAHO ROAD AT SURVEYOR BOULEVARD ADDisoN SHEET INDEX TOWN
OF ADDISON1 COVER SHEET DEPARTMENT OF PUBUC WORKS 2 ROW MAP 16m WESTGROVE t P,D.BOX 144 ADDISON. TEXAS 75001 3 REMOVAL PLAN 4 GRADING PLAN (972) 450-28715 STORM WATER POLLUTION PREVENTION
PLAN 􀁾􀀠WILEY POSTci6 TRAFFIC CONTROL PLAN ENGINEER; HNTB COaroRATION 5910 W.l'l,.ANO PARICWAY. SUITE 200 PLANO. TEXAS 7Sil93 (972) 1;11;11-5626 '" '" w Z '" f----.J-y "-'-"'Mlr"'"-CHE-'-"LL"-'----,
...-11-BELT UNE ROAO S1LL 􀁾􀀠LINDBERG ! LINDBERG 0􀁩􀀭􀀭􀀭􀀧􀀭􀁾􀀽􀀭􀀭􀀭􀀭􀀧􀀠::l! a a ' l______i___􀁾􀁟􀁂􀁅􀁌􀁟􀁔􀁗􀁁􀁟􀁙------'I lOCATl1JIl MAP :i 􀀱􀀺􀀡􀁾􀁩􀁩􀀽􀁊􀁾􀁾􀁾􀁾􀁌􀀭_____________________
___________________􀁾􀁾____________􀁾􀁾􀁾􀁾􀁾􀀠
PI I /o 20 40 60 80 i ! I SCALE IN FEET PRAEDIUM II LOI\IE STAR, L.P. , I,I , , I , , ,/I /I /I I //, ,I , I /, I , /,, I,/, /I : TOWN OF ,/I ADDISON ,/, ,/I 􀁾􀀠///􀁾􀀯􀀠I 􀁾􀀯􀀠IllJ
, ff /' J:! /I'!;, CIJ /: /I· 1/1 ,, /, ' I 1\lILE PROPERT IES, LTD. //!/i I .. 1 I /I , I 􀁾􀀠I I I /I I I /I: TOWN OF ADDISON. TEXAS􀁾􀁌____􀁾_______________________________________________________
___________􀁾􀁾____􀁾􀀯􀁾__􀁾____________________􀁾􀁾􀁾􀂷􀁾􀁾􀁾􀁾􀁦􀁦􀁩􀁾􀁾􀀭􀁂􀀭􀁾􀀧􀀽..􀀧􀁊􀁩􀀢􀁾􀁾􀀧􀁾􀁾􀁾􀂷􀁾􀁾􀁾􀀢􀁊􀁭􀁾􀁯􀁯􀀮!! Ch.d 􀁊􀀨􀁬􀁾􀀠􀁃􀀮􀀧􀁥􀁾􀁫􀀠»6 􀀱􀁾􀂷􀀠20' 􀁾􀀬􀀻􀁵􀁥􀀠2:
, 1/1 //I DEIIOU1"ION IWO SITE GRI>DING NILE PROPEFrTIES DEIIOU1"ION RON MAP 
80 TOWER •f //, , hj!' ; . 􀀬􀀱􀁩􀀮􀀢􀀱􀀾􀀱􀀧􀁾'>/, '., c, ,I o i 20 40 60 SCALE IN FEET · . : .' ' .. · .. · .' · . : " .. .. , " : " " " " . ' '. , .' :. . " . . . · .. . " ."" " ,
. · .' . . '. . '. , . " ... , ; , . .. . . . " ..... '. .' . " " .' " .· .. , .'" .' . 'f' '.',' "'. .. 􀀤􀁦􀁣􀁾􀀮􀀺􀀮􀀠. : '. , ." ..... . ." , .' "' . .:":.: : 'fJ" ";(';':0" .. :::.:,.:
· " . • "' v!J.Dt fi'E:J'_" .' •• . :'.' ...... :. .M;.. ·.t" , .,'. ':. ,:" .:, .....:... . . , . ...... 􀀺􀀮􀀱􀀧􀁩􀀵􀁾􀀻􀀮􀀵􀂷􀀮􀁓􀀺􀁵􀁒􀁖􀁅􀁙􀁏􀁒.. '13::' VD:!: .:.": -,:'...':: '.::
:.. I 􀁩􀁾It l PROTECT ("/6 EXISTING J 􀁾􀀮􀀬􀀮/# PAVE>£NT 􀁲􀀭􀀭􀀭􀀮􀁾􀀠. " :.' ,: , ':' ' , · ' : ,. . '. " , . · .'.. ' ... . 􀀬􀁾􀁾􀁾􀁅􀀮􀁾􀁸􀁩􀁓􀁔􀁬􀁎􀁮􀂷􀀠􀁾􀁉􀁌􀁻􀁽􀁉􀁎􀁇􀀺􀀠·
.' · "• AND ·FWNOATJON' .... '. ." .'. ",' ... '.' . '. .' :. . .. " .' ',',',' , .' " , .. ,' . '. . '. · .'.' . · .' . " , .........·LI.IU·S 􀀮􀁾􀁐􀁁􀁖􀁅􀁾􀁾􀀢􀀻􀀺􀀢􀀠.:'. :: , • .
• REMOV'" TH1S·..'···· • • '. . "fl)GE is . LI.N!::: .:. '.: : '. • . : ,. · ."; ,. .' . . ' . . ' . 􀁾􀀧􀀠&rj' 􀁾􀀧􀀭􀁾􀀠.7»<;////</7////////i Sr;:1101'ti; 􀁾􀁾􀁔􀁒􀁁􀁎􀁓􀀺􀁉􀁾􀁔􀀺􀁉􀁏􀁎􀁾􀁃􀁾􀁕􀁾􀁒
􀁂􀁾􀁉􀁉􀁉􀁾􀀠I' 􀁃􀁃􀁜􀁾􀀺􀁊􀀠.........."Q. ZERO OVER LA!;T 􀀮􀀭􀀭􀁾􀀢􀀢􀀢􀀠􀀧􀀢􀁃􀁲􀁾􀀠THREE-fEET. , I -. I /THE 􀁉􀁎􀁆􀁏􀁒􀁍􀁁􀁔􀁉􀁾􀀧SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
C1t I ACT/utaRGR:OOND U lLiTIES IS NOT 􀁇􀁕􀁁􀁁􀁾􀁔􀁅􀁥􀀺􀁏􀀠TO BE ACCURATE a:t AlL INCLUSIVE. /.:1, THE CONTRACT IS RESPONSIBLE FOR _ING HIS OR HER OWN DETERMINATION /f //>S TO THE
TYl'E AND LOCATION C1t UNOERGROOND UTILITIES />S MAY BE NECESSARY /TO AVOID =E THERETO. THE CONTRACTOO SHN..L MAINrAIN THE UTILITY /! ' LOCATION INGS UNTIL THEY ARE NO LONGER NECESSARY.
CALL 1-600-344-6311 {'J /FOR I""OR TlON. .r....., /. 􀁾􀀠PAVE>£NT TO 8£ REMOVED 1.-.'.'·:-.:' ·1 BUILDING ANO FWNOATlON TO BE REMO\iED 􀁾􀀠L SUBSEQUENT TO EXCAVATION C1t SITE. SELECT
BACKFILL MATERIAL WILL 8£ PLACED• />S NECESSARY. TO >£ET PROPOSED GRADING PLAN REOUlRE>£NTS. AT NO EXTRA PAY. 2.THRWCHOJT THE ENTIRE DEMaJTlON 􀁐􀁒􀀨􀀩􀁃􀁅􀁾􀀻􀁓􀁩􀁬􀀠CONTRACTOR SHALL
MAINTAIN A TEMPORARY CONSTRUCTION FENCE ARWNO THE PERI>£TER C1t THE CONSTRUCTION SITE. >£TAl FENCE POSTS SHALL 8£ DRIVEN IN CROER TO ESTMlLISH A STRONG SUPPORT TO ATTACH TEMPORARY FENCING
MATERIAL. FENCING SHALL BE INSPECTEO AT THE END C1t EACH OAYS WORK BY CONTRACTOR. SPRIN<tER SYSTEM ON E/>ST SIDE C1t SURVEYOR SHAlL NOT' BE DISTURBED. IF DAMAGEO. CONTRACTOR SHAlL PUT
BACK TO ORIGINAl. CONDITION AT HIS OWN COST. R£MOIN.. PI./W 
///, //'/'jlllI' /1//o 20 40 60 80 /. ,§? /􀁾􀁊􀀨􀀠l f);:: 6"0/E /Ii! /g /C/) //, //////7/;: SCALE tN FEET /"//0/1;(/0􀀯􀀬􀀯􀁉􀀯􀀯􀀯􀀩􀁾/! ///f //1. CONTRa. POINTS SH.'l.L NOT BE OISTURBED.
/1///1' ! /2 • .'l.L LOOSE AGGREGATE. DEBRIS. OTHERI '!'! I /(), MATERIAL SHALL BE REMOVEO AND HAULEO , /,I ! /II I is I AWAY PRICf1 TO FIN.'l. ORESSING _ GRADING'j I ill, /OF PROPERTY.
1 ! /II I /I 3. ENTIRE SITE SH.'l.L BE HYORO /ofJLCHED/' .r 1//PER SPECIFICATIONS _ WATERED UNTIL I/I /WELL ESTABLISHED. jl 111if?/I /, /, //) DElIOUTlON NlD STTE GflAOlNG NIlE I'ROI'EIfrIES
DEIIOUTIOH GRADING PLM TOWN OF ADDISON, TEXAS ,•• 􀁾􀁏􀀧􀀠􀁾􀁓􀀱􀀶􀀸􀀠4 
• ----a 20 40 60 80 SCALE IN FEET IV LEGEND STABILIZED CONSTRUCTION ENTRANCE 1111111111111 N SILT FENCE 􀀬􀁾􀀺􀀧􀁅􀁾􀀺􀀺􀁾􀀺􀁓􀁾􀀧􀁌􀁔􀀠FENCE 􀁾􀁾􀁇􀀠􀁎􀁾􀁔􀁈􀀠SIDE AND SOUTHWEST CORNER
PRIOR TO BEGINNING CONSTRUCTION. B -REMOVE CONCRETE PAVEt-£NT ON WEST AND SOOTH SIDES. CIJt.PLETE INSTM..LATION OF SILT FENCE ARoo,..., PERIt-'ETER OF· 􀁓􀁉􀁔􀁾􀀠C _INSTM..L STABILIZED
CONSTRUCTION ENTRANCE. SEE NTCOG 􀁃􀁾􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁾􀀠B,..,. 2. ALL CONSTRUCTION SH&L CONFORM TO NCTCOG STORM WATER QUM..ITY BEST MANAGE>ENT PRACTICES 􀁆􀁾􀀠􀁃􀁾􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁾􀀠N:.TIVITIES,
LATEST EDITION. 3. SEE SPECIFICATIONS 􀁆􀁾􀀠.PDOITIONAL WASTE MANAGEr.£NT PRACTICES. 1•• '2 N L J• • k 􀁾􀀮􀀠 􀁁􀁾􀁾􀀯􀁾􀂷􀁾􀁾􀀠! 1 //I I I I I I I I I I , .......... -\ 􀁓􀁔􀀢􀀢􀀧􀁾􀁚􀁾􀁦􀀢􀀠6/CONST
RUCTION ' ENTRANCE 􀁾j ///'" '-, " ////, I/IIIIJ;/;/,/II /;/;///I IIII "JII//;/10-j 􀀯􀁾􀁉􀀠/0 ! I 0 //I //I//I ///I NO. DATE REVISIQ\I N'PROV. DEI/OUTION /VIa SITE GRNJING NILE pRIJPEIffIES
DEI/OUTIONi STORM WATER POWITION 􀁾􀁾􀀠TOWN OF ADDISON, TEXAS -OU';n n HGH 0......... CFS OA,TE SCAlE PROJECT NO. SHEET NO. 􀁾􀀮􀁬____________􀁾________􀁾____􀁾____􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾_____________
_______________________􀁾􀁾􀁾_____________􀀮􀁾􀁾􀁨􀁾􀁾___􀁾􀀽􀀧􀂷__􀁾__􀁾__􀁾􀁾______________􀁾􀁾􀁾______􀁾􀁾􀁾􀁅􀂧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾Chlck,oJolS 􀁃􀁾􀀮􀁣􀁫􀀠MGH .u.T 01 􀀱􀁾􀀧􀀠20·
25768 5!! 
,, /, , //,, /,, /, , , ' , , " "... . " . ':'" .' " .' , .',' . ... ' " , .' . .' . " -40 I ////, /////i /I ' I /o 20 40 60 80---SCALE !N FEET -r SIGN -+ TRI>f'FIC FLOW • • DRUMS 
PLANS FOR THE CONSTRUCTION OF SITE IMPROVEMENTS INCLUDING: DEMOLITION AND SITE GRADING 1!£Z6/YP.J Fe/J,fI( S7€lE CRu1UllA4 (q/JtJlY 17, 'Zhor /)tJe#./6 1IW{1i"/<f, H *!t> 􀁾􀁉􀀢􀁦􀁡􀀮􀀠NILE
PROPERTIES LIMITED PROPOSED ARAPAHO ROAD AT SURVEYOR BOULEVARD .. 􀁜􀀧􀀭􀀭􀀭􀁾􀀠-.-.-----..... 􀁾􀀭ADDIsoN SHEET INDEX 1 COVER SHEET 2 ROW MAP J REMOVAL PLAN 4 GRADING PLAN 5 STORM WATER
POLLUTION PREVENTION PLAN 􀁾􀁬􀁾􀁾􀁙􀀠POST >-:::J: STONEHENGE 􀁾􀀠"', BILLY MITCHELL >B; SOU I RES!)? i 􀁾􀁾􀀻􀀺􀀻􀁾􀁓􀀠􀁾􀀠􀂷􀁾􀁂􀁾􀀺􀀺􀀧...•.2" AN SfBA"' ... ::E 􀂷􀂷􀁾􀁾􀀢􀀧􀁾􀁾􀀭􀀢􀁨􀁟􀁾􀁟􀀡􀁾􀀡�
�􀁾􀁾__... .....􀁟􀁾􀀮􀁬􀀼..................-.........i •••••• ...-􀁉􀁾At Tr ;;£. ADD I SON WEST 􀁾􀀺􀀠",' U BELT" 􀁾􀀠u) 􀁾􀀠" 0., " LOCATION MAP : OWNER: 'tOWN OF ADDISON DEPARTMENT
OF PUBLIC WORKS 16801 WESTGROVE LINDBERG • ••􀀭􀀮􀁾􀀠LI NE BELnlAY P.O.BOX 144 ADOlSON. TE.XAS 75001 (972) 450-2686 HNTIl COIlPORAnON 14114 DALLAS PARKWAY. SUITE 630 DALLAS, TEXAS 75240
(972) 681-5626 I • • FOR INTERIM REVIEW ONLY :Illo/J.trry I).HoW-,. .I'.r.. 87111 HNTB tORPORATION 110: FOR CQUSflWCflQH, BHlDIN(;, OIl f'EIWIT l'UIIPOSES 􀀱􀀺􀁉􀀢􀀧􀁩􀁩􀀽􀁊􀁾􀁾􀁐􀁕􀁎􀁎􀁚􀁕
􀁾􀁌􀀭________________________________________􀁾__________􀁾__􀁾􀁾􀁾􀁾􀀠
, o 20 40 60 eo/, -----SCALE !N FEET , , //, , /NILE PROPERTIES, LTD. PRAEDIUM II LONE STAR, L.P. j/􀁾􀀯II ffl ii;' //[I . ////,, /, , //, ///,, /,/I ,, ,, /,/, ,//,//,/, , , //,,//,
,/,,/////, , ,/, //, , TOWN OF/, , ADDISON ,//, ,//,, ////, ,/, , ,//, /,,/,, NO. OAK ,/, : FOR INTERIM REVIEW ONLY I _-,=1•.􀀺􀁾􀁩􀁾􀀻􀀡􀀺􀀻􀀡􀀺􀀽􀀺􀁊􀀡􀀮􀀺􀀱􀀺􀀮􀀢􀀧􀁾􀀻􀀧􀀻􀀧􀀺􀀢􀁉􀁃􀀺􀀢---KMO:::"
"""'::"""'-=-lI-DElIOUTJON flND SITE Gf//<DING; Il\I Jerry 􀁯􀀮􀁾􀀠,J>.IE,-81111 ,/NIlE PROPEfffJES WIITEDHNTB CORPORATION, /»or reft tllNSfflUtT!OH. 81000iG. 0/iI I'£HOif;, RCJN MAP
,/,/,/""""" , , /, TOWN OF ADDISON. TEXAS ////
= N ;; 8 N Z '7 ;; c g 􀁾􀀠•c -" '2 N c 0 /• • ;: •c c 􀁾􀀠-" z /• ;//I c· .,. TOWN OF AODISON • TEXAS• 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠" !!! .' . ,, /, I, , · ' . .. . .' .· .. : " .. .' . .' . . '
. .' . . . ' ".":"..:..' . · ..' " · '. . . , .' '. .. '. " . 􀁾􀀠... : .' " •• ' ....,:. I . . '.' .. /.. ; '" . '. " .. '. . '. '., ". . 􀁾􀀠.' . : ' ., 􀁾􀀠. .' .' ' . .'."', ,'",
'. · 􀁾􀁾􀁾􀁊􀁅􀀺􀁅􀁸􀁩􀁾􀁾􀀧􀁎􀀨􀀩􀀧􀀠aOILfilNG: . · AND ·FC>JI'IDATJON· :'.'. . ., . . . . , .... : .' . · .. .... 􀁾􀀠. MONO CURB · : " .. . '. .' . /.' '. .. : .." .. . , " ' ...
' . /if · .. /Ii //. ..': ." .' .. ' , . '-.. /&an'REMOIIE 􀁓􀁬􀁾􀀠, //! I /, /////,." , -"//0./II 􀁉􀀧􀁾􀀮􀁊-',' ! /, /I //! /FOR iNTERIM REVIEW ONLY i SCALE IN FEET 􀁾􀀠N7 a 20 40
60 􀁾􀁾􀀺􀀻􀀠, I, \" l«." ·1 BUILDING _ FOOIllATlQ; TO BE REMO\IEO 80 //, 􀁾􀀧􀁎􀀢􀀢􀀧􀁌􀀠8"/I I " 􀁟􀀭􀀧􀁾􀀢􀀢􀁾􀀧􀀭􀀧􀁏􀀧􀀧􀀧􀀧􀀢􀀧􀀢􀀢􀀢􀀬􀀮􀀬􀀭􀁟􀀬􀀠P. E.• -'!'.'!."'o..'_1-__􀀮􀀺􀁄􀂣􀀽􀀢􀀮􀀺􀀮􀁏
􀁉􀀮􀁉􀁔􀀬􀀭􀀮􀀺􀀮􀁬􀁡􀀮􀀺􀀮􀁗􀀬􀀭􀁁􀁉􀁉􀀮􀀺􀀮􀁄􀀺􀀺􀀮􀀮􀀺􀁓􀀮􀀺􀀮􀁉􀁔􀀻􀀮􀀻􀁅􀀺􀀻􀀻􀀮􀀻􀀮􀀻􀁇􀁊􀀡􀀽􀁎􀀩􀀻􀀺􀀮􀁾􀀻􀀮􀀻􀁗􀁇􀀻􀀧􀀻􀀢__-l /, /, I .;,., HNTB CORPORATION 􀁾􀁉􀀩􀁔􀀠FOR C6MS1I'<uCtI0ll.
811ltl1NG. 011' !'Emlll PUlPt>SES NILE: PROPE:HrIE:S UilITED RE:MOIAL PLM 
g N 􀁾􀀠N N ,,///I, /CONTROL POI NT CP 400 CP 500 /,,,: . ! ".r NORTHING EASTING IELEVATION: 9669.1360 6371.876! I 591.44 I 9663.9160 6722.145!: 595.32 I /; , I //1/o 20 40 60 so----SCALE
IN FEET NOTES: 1. Ca-.lTRQ. POINTS SHALL NOT 8E DISTURBED.. NO. !lATE ACV1$JQ\I 􀀱􀀺􀀱􀁾􀀻􀀻􀀽􀁴􀀺􀁾􀁾􀁾􀀠FOR INTER I M REV IEW ONL Y 􀁉􀀭􀀮􀀮􀀮􀀮􀀡􀀮􀀺􀀡􀀭􀁾􀀮􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀺􀀭􀁾􀀺􀀽􀀻􀀻􀀺􀀺􀀺􀀽􀀺�
�􀀺􀀷􀀮􀀺􀀺􀀺􀀺􀀺􀀭􀀭􀀭􀀭􀁬􀀠., • "'_L>_ eml DEIIOLIl"JON AHD SIfE GRNYJNG HNTB CORPORATION 􀀢􀀧􀁟􀀢􀀧􀀺􀀺􀀭􀀢􀀢􀁺􀀮􀀮􀀺􀀮􀂷􀀢􀀬􀀭􀀢􀀭􀀺􀀺􀀧􀀬􀀭􀀭􀁟􀀬􀁐􀀮􀁅􀀮􀂷􀂷􀁟􀀽􀁾􀁟􀀠1----=-::--:::==::::::::-==
=:----1 NILE PROPEHrIES WIITED MOT 1'011 COHSTRIJCTII)N, 610011". iii< PEAIoIIT PIJIlP6S£1 GRNJING PLAN /', /, /----􀁾􀀠􀁾JOH Ct.e<k AH$ .ME: til !S16! <4􀁾􀁌􀀭__􀁾____________􀁾_____________________
_______________􀁾______________􀁾􀁾􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀀠TOWN OF ADDISON, TEXAS 
o 20 40 60 80/---, f T FENCE ® /,: , SCALE I N FEET 1\1 􀁴􀂷􀁾􀁴􀀷􀀠'-/,: ". .􀁊􀁬􀁾􀀢􀁴􀀠I ! //' ! ! ! ! j /, f 'j //, /! ! ! /, /1'':'74" ""', f /f i' ,/§ ; ! I I TRASH REC:EI"rN:.LE---.,.,
'. -"""""" /􀁾􀀭􀀭􀀭􀀧􀀠STABILIZED CQNSTRUCTIOO ENTRANCE LEGEND STABILIZED CONSTRUCTION ENTRANCE IIl1l1li1lUlOtllU SILT FENCE GENER}L NOTES: t. STAGING® SILT FENCE ® INSTN.L 􀁐􀁒􀁉􀁾􀀠TO
CONSTRUCTION. ® SILT FENCE ® INST.'!.L AFTER CONC PAVEfoENT ON WEST SlOE IS REMOVEO. AFTER ® IS INST.'!.LEO REMOVE @. © INST.'!.L STABILlZEO CONSTRUCTION ENTRANCE IF CONCRETE DRIVEWAY
IS REMOVED PRICR TO BUILDINC REMOV.'!._ 2 • .'!.L CONSTRUCTION SH.'!.L CONFCRM TO NCTCOG STCRI< WATER QU.'!.ITY BEST MANAGEfoENT PRN:.TICES FCR CONSTRUCTION ACTIVITIES. LATEST EomON.
3. SEE NARRATIVE Fa< AOOITION.'!. INFCRMATION INCLUOINC SCHeOlA.ING AND WASTE _>£NT PRACTICES. 􀀱􀀽􀀱􀁾􀀧􀀻􀀽􀁬􀁾􀁣􀀭􀀺􀀮􀁍􀁗􀁾FOR INTERIM REVIEW ONLY 􀁾􀀭􀀡􀀧􀁾􀀭􀀡􀀺􀀧􀀡􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀁾􀀭􀁾􀀡􀀺􀁾􀁾
________􀁾􀀠111.1 "",., O.llokl.r .P.E..87n, HNT8 CORPORATION IlDT fOR 􀁴􀁲􀁵􀁩􀀤􀁮􀀺􀀡􀁬􀀮􀁡􀀺􀁮􀁾􀀮􀀠BlOOING. OR ,,(Wlt""",,'" DEIIOUTIOH PHD SIrE GRADING NIlE PROPEFffIES WIIrED STORM
WATER POWffION PREVENTION PLAN TOWN OF ADDISON. TEXAS 
PLANS FOR THE CONSTRUCTION OF SITE IMPROVEMENTS INCLUDING: DEMOLITION AND SITE GRADING NILE PROPERTIES . LIMITED PROPOSED ARAPAHO ROAD AT SURVEYOR BOULEVARD ADDisoN SHEET INDEX 1 COVER
SHEET 2 ROW MAP 3 REMOVAL PLAN 4 GRADING PLAN 5 STORM WATER POLLUTION PREVENTION PLAN ........i:.. 􀁾􀀬􀁾􀁾..􀁾􀀮 --.c---1 \5 I 􀁾􀁕WILEY POST 0:, >-::J I STONEHENGE g; "" B I LL Y MI
TCHELL ,.. SQUIRES 􀁾􀀠􀁾􀀠LINDBERG LINDBERG -BELTWAY LOCATION MAP :: TOWN OF AOOI$ON OEPARTMENT OF PUBLIC WORkS lBB01 WESTGROVE P,O. BOX 144 ADDISON. V 75001 􀁻􀀹􀀱􀁾􀀠IlNTB CORPORATION
14114 DAll..AS PA1fKWAY, SUITE 630 OAU.AS. TEXAS 15:240 (912) 661-5626 FOR INTERIM REVIEW ONLY. HNTS CORPORATION I«rt* l!1-JU!<-?OOl mn FOft CONS'fflI.ItTiIlM. 81001NG. Oft f'UUllT PURPO$£$
􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁪􀁾􀁾􀁾􀁑􀁡􀁄􀁊􀁾 􀁾􀁌􀀭__________________________________________________________􀁾________________􀁾__􀁾􀁾􀁾􀁾􀀽􀀭􀁾􀀠
c v .. •L ,PI STA o 20 40 60 80,/---SCALE IN FEET ,/,PRAED IUN II LONE STAR, L.P. N ,/,, J ,, ,,/I , /,/I /, I ,, , , , /,I I /,,/,I //I ,I ,,/, I ,/TOWN OFI , , ADDISON I ,,/,I I ,I
I /I /, , I /I I, ,I , /,, f! /dfl //􀁾􀀧􀀠, 􀁾􀀠I ,' /pi /: NILE PROPERTIES, LTD. ! i ' . /EXISTING PROf'ERTY i1i //, ! /, //" /I /I r:JfF ///I /J I ////I /-9' 􀀺􀁏􀁾􀁾􀁾0: ADD 􀁾􀀻􀀺􀁲􀀺􀀠􀀧􀁐􀁒􀁬�
�􀁾􀀺􀀢􀁬􀀠'" I 􀀺􀁩􀁾􀁩􀀠􀁩􀀽􀁪􀀺􀁾􀁡􀀭􀀺􀀺􀀮FOR I NTER I M REv IEW ONLY I-.!::!--!::!::!!.􀀭􀁾􀀭􀀡􀀡􀀺􀀡􀀡􀀽􀀭􀁾􀀭􀀡􀀮􀀮􀀺􀀮􀀮􀀺􀀺􀀺􀀡􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀬􀁌􀁾􀀭􀀭􀀭􀁬􀀠.P,E,611'11 HNTB
CORPORATION , HOT FOR COI4STRUCllOk, 8ltllllHC. OR PEJHJtl • PUIIIPQSES :-;: <':MU 􀁾􀀠ett.,k »t$ "tit: 01 1"-to" 􀁾􀁓􀁔􀀶􀀸􀁾􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠 2 
/f f /, //, 􀀯􀁾􀁲􀁥􀀺, /;' , , ! 􀀦􀁻􀀬􀁦􀁬􀁊􀁬􀀡􀀺􀀨􀁊􀁾􀁩􀁖􀀯􀀠n> CXV4 M71t11V 􀁾􀁆􀁓􀁴􀀭􀁲􀁥􀀯􀀠.5eteCT 􀀴􀀮􀀭􀁦􀁾􀀠Be:: -', 􀁐􀁣􀁁􀀭􀁾􀁰􀀠j A::S 􀁾􀁃􀁾􀀻􀁐􀀵􀀮􀀢􀀢􀁲􀀻􀀠7fD 􀀢􀀧􀁴􀀮􀁾􀀠T
􀁐􀀴􀁾􀀠4'tj J>44-A/-. · " .: ::,!:.fi;;:j:;·s:·:\.: 􀀺􀀧􀀺􀀮􀁾􀀺􀀠':' 􀀺􀀮􀁓􀀧􀁾􀁶􀀮􀁹􀀺􀁵􀁴􀁾􀀮􀁾􀀠􀂷􀂷􀀮􀀸􀁩􀁾􀀢􀂷􀀠",',. . . . .:: .· . ," .' .' .. ' ", . -. ," .. 􀁾􀁾􀁾􀀮􀁾􀁸􀁩􀁳􀁾􀀬􀁾􀂷􀀠􀁾􀁏�
�􀁬􀁾􀁉􀁾􀁇􀀺􀀠:' " .• · AND .FOUNDATJON' •..• • '. . · " .: .', .. ,. ' ... ' . ", ",.1.. ", ... , . : ," " .' ... ... . ' '. . . . · -:" 􀁾􀀮􀀠. . . " " : .. · '. .. . ' ." .' .' .
􀁜􀁾􀀠.' , : , . ' .. .' ' . , ..' , ... " '. "." . ' .... .' . . ':.-:..:;. . . " . " . · " :.' :. 􀁾􀀮􀀠. · " · " '.' ' //, /liNTS CORPORATION o 20 GO 80----SCALE IN FEET 􀁾􀀠􀁾􀀠/PAVEt-ENT
TO BE REMOVED BUILDING AN> F'a.JNDATION TO BE REMOIIEO R£MOI.dL PLM 
/,, J:; /1-__ '-._/---////////o i 20 40 c 60 SCALE IN FEET 80 c,, //,;,/:/􀁾􀀺􀀺􀀺􀀬􀀯􀀠'j ///NOTES: 1. CONTRa. POINTS SHPLL NOT BE DISTURBED. <SMu. .􀁾􀀮􀁊􀁥􀁾􀁾􀀢􀀭􀁥􀀤􀀨􀀠Hrr/:(;d",:(f!::rr
􀁣􀀭􀁈􀁾􀀢􀁦􀀧􀀣􀀠7P 􀁲􀀻􀀬􀁬􀁾􀁌􀀢􀁂􀁥􀁲􀁛􀁩􀀤􀁊􀀬􀀯􀀮􀀫􀀧􀁦􀀠􀀱􀁩􀁤􀀴􀁾􀀯􀁾􀀢􀁆􀁴􀁊􀀿􀁥􀀮􀀧􀁉􀀷􀂥􀀡􀀱􀁥􀀺􀁥􀀭􀁲􀀺􀁹􀀠• 􀀱􀀽􀁉􀁾􀁩􀀻􀀽􀁊􀁾􀁾􀁾􀁾FOR I NTER I M REV lEW ONL Y 􀁉􀀭􀀮􀀮􀀮􀀡􀀧􀀺􀀺􀀡􀀭􀀡�
�􀀡􀀺􀀡􀀺􀀺􀀡􀀺􀀡􀀡􀀭􀀽􀀭􀀡􀀡􀀺􀀧􀀺􀀺􀀺􀀧􀀺􀀺􀀺􀀺􀀺􀁾___---I JI-D.H<!ldtr tlnn DEWUTION )ND SIrE GRN)JNG􀀢􀀢􀀬􀁟􀀽􀁣􀁃􀀽􀀧􀀽􀁟􀀬􀁈􀀢􀁟􀀽􀁾􀁣1----::::::--:::===::-:-==-:--1 HNTB CORPORATION
NILE: PROPERTIES UlIIrEO IIOT (CIt tQWSIAUCT101l. 8tDDINe. OR ptpvll PURPOSES GRADING PLAN TOWN OF ADDISON. TEXAS IitUpi »IS tl<'<;\..n AGF 0 ....£ SCJJ.£ PROJECT NO, Stt(tT NO. 
, /,, /,, /, /,,/, ! /! .//i ; ! j FENCE ® ,/! ; /I /j, TRASH RECEPT·ACt.E-, I, .... 􀁾􀀠􀁾􀁾􀀠............. ' ", FOR INTERIM REVIEW ONLY ,,_..:_=-,0o.:''''''''"=-'_.,\(.•-'."'m""'_I-__􀀮􀀻􀀻􀁬􀁬􀁅􀀽
􀁬􀁉􀁏􀁉􀀮􀀮􀁬􀁔􀀽􀀽􀁉􀁏􀁎􀀻􀀮􀀻􀀻􀀮􀀮􀁟􀁊􀁉􀁉􀀻􀀻􀀮􀁄􀀺􀀮􀀮􀀮􀀮􀀻􀁓􀀮􀀻􀀻􀁲􀁲􀀺􀁟􀁅􀀻􀀻􀀮􀀮􀁇􀁒􀀺􀀮􀀮􀀮􀀮􀀻􀁎􀀩􀀽􀁾􀁉􀁉􀁇􀀺􀀮􀀮􀀮􀀮􀀻􀀠HNTB CORPORATION I(tlT fOR COIOlOTlI1IeTiott.
MoolHi>. 00 PERlin 􀁾􀁳􀂣􀁳􀀠N 􀁾􀀠" ;;; 0 N i 7 􀁾􀀠;; <0 􀁾􀀠􀁾􀀠!• C 􀁾􀀠c 0 ? •• 􀁾􀀠•c 0 c 􀁾􀀠! :z /• • :; m 􀁾􀀠m 􀁾􀀠o 20 40 60 60 SCALE IN FEET tv LEGEND STABILIZED CONSTRUCTION
ENTR.MlCE Illnllllllllllll!U SILT FENCE GENERN.. NOTES; 1. STAGING® SILT FENCE ® INSTN..L 􀁐􀁒􀁉􀁾􀀠TO CONSTRUCTION• ® SILT FENCE ® INSTN..L AFTER CONC PAVEI€NT ON WEST SlOE IS REMOVED.
AFTER ® IS INSTN..LED REMOVE @. © INSTN..L STABILIZED CONSTRUCTION ENTRANCE IF CONCREOE DRIVEWAY IS REMOVED 􀁐􀁒􀁉􀁾􀀠TO eUILOING REMOVN... 2. N..L CONSTRUCT ION SHN..L CQNf'OOM TO NCTCOO
STOOM WATER QVN..ITY BEST MANAGEt.£1'lT PRACT ICES FCft CONSTRUCTION ACTIVITIES. ACTIVITIES. LATEST EDITION. ,. SEE NARRATIVE roo ADDITIONAL 􀁉􀁉􀀧􀁦􀀧􀁾􀁍􀁁􀁔􀁉􀁏􀁎􀀠INCLUDING SCHEDULING
AND WASTE MANAGEI€NT PRACTICES. __-; NIlE. PIlOPE7lTIES WIlTED STORM WATER POLLUTION PREVENTION PLAN TOWN OF ADDISON. TEXAS 
'c N ;; L o " PLANS FOR THE CONSTRUCTION OF SITE IfVlPROVEMENTS INCLUDING: DEMOLITION AND SITE GRADING NILE PROPERTIES DEMOLITION PROPOSED ARAPAHO ROAD AT SURVEYOR BOULEVARD i\]")olsoN
SHEET INDEX TOWN OF ADDISON1 COVER SHEET DEPARTMENT OJ>' PUBUC WORKS 2 ROW MAP 16801 WESTGROVE 3 REMOVAl.. PLAN P.O.BOX 144 ADDISON. TEXAS 750014 GRADING PLAN (972; 450-2671 5 STORM
WATER POLLUTION PREVENTION PLAN 6 TRAFF IC CONTROL PLAN HNTB CORPORATION 14U4 DAllAS PARKWAY,SUITE 630 DALLAS. TEXAS 75240 (972) eSl-5626 ::J BELTWAYcr: FOR INTERIM REVIEW ONLY HNTB
CORPORATION It1}T 1'Oi\i 􀁴􀀺􀁏􀁕􀁓􀀺􀁬􀀱􀀡􀀡􀀮􀁉􀁴􀁔􀁬􀁾􀀮􀀠$100111(;. Of! 1'£1110111 􀁾􀁴􀁅􀁓􀀠LOCATION MAP z o >Z 􀁾􀀠􀁬􀀺􀁪􀁾􀀻􀁩􀀽􀁊􀁾􀁾􀁐􀁕􀁎􀁎􀁅􀁕􀁾􀀬􀁌􀀭______________________________________
__________________􀁾􀁾􀀽􀀽􀁾􀁾􀀠
ASBESTOS INSPECTION REPORT FOR 15109-15115 SURVEYOR BOULEVARD ADDISON, TEXAS 75001 PREPARED FOR TOWN OF ADDISON DEPARTMENT OF PUBLIC WORKS ETI ENVIRONMENTAL SERVICES MESQUITE, TEXAS

TABLE OF CONTENTS SECTION 1. LETTER REPORT SECTION 2. INSPECTION DATA A. BUILDING DESCRIPTION B. SUMMARY OF HOMOGENEOUS AREAS C. SAMPLE AND HAZARD ASSESSMENT SUMMARY D. SELECTIVE PHOTOGRAPHIC
DOCUMENTATION SECTION 3. DRAWINGS A. APPROXIMATE SAMPLE LOCATION AND LOCATION OF ACM SECTION 4. ASBESTOS LABORATORY CREDENTIALS AND RESULTS A. ASBESTOS BULK SAMPLE ANALYSIS REPORT B.
BULK SAMPLE ANALYSIS C. CHAIN OF CUSTODY D. STEVE MOODY MICRO SERVICES' CERTIFICATIONS & TDH LICENSE SECTION 5. ETI ENVIRONMENTAL SERVICES' TEXAS DEPARTMENT OF HEALTH LICENSES A. ETI
ENVIRONMENTAL SERVICES B. EDDIE TAW C. DIANNE K. WOO 
1 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 Fax (972) 279-6063 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Gentlemen: As authorized, an asbestos
inspection was performed on an office warehouse building located at 15109-15115 Surveyor Boulevard in Addison, Texas on November 14, 2001, by Eddie Taw of ETI Environmental Services.
Results of the inspection and laboratory analysis of bulk samples collected during the inspection are presented herein. Asbestos-containing materials (ACM) as defined by State and Federal
regulations are any materials with an asbestos content greater than one (>1 %) percent. Non-asbestos containing materials are any materials with an asbestos content of less than one
«1%) percent, and is not regulated under any current Federal, State or local regulations. SUMMARY SUMMARY OF ASBESTOS FINDINGS 08 -Sheet Floor Covering Approximately 158 square feet
of sheet floor covering located in the Men's and Women's Restrooms of 15111 Surveyor Blvd., as noted on the location of ACM Drawing. contains about 65% chrysolile asbestos in the backing
material. This material is classified as Category I Non-friable Materials under NESHAP regulations, and it is in good condition. 
15109-15115 Surveyor Boulevard November 26, 2001 RECOMMENDATIONS ETI Environmental Services recommends that the 158 square feet of asbestos-containing floor covering located in the Men's
and Women's Restrooms in 15111 Surveyor remain in place for planned demolition activities and disposed of as construction debris. INSPECTION AND SAMPLING PROCEDURES All areas of the
building were accessible for inspection. A Building Description and a Summary of Homogeneous Areas obtained during the inspection are presented herein. ETI Environmental Services used
a random convenience sampling strategy in order to collect all representative samples of suspect materials, both friable and non-friable. Sample locations were marked with paint or markers,
and photographs were taken at each sample location. The Approximate Sample Location Drawing shows the location of each sample taken during the inspection process. Results of the inspection
that identifies sample locations, condition of suspect materials, and asbestos-containing materials present are presented on the Sample and Hazard Assessment Summary. Assessments of
each homogeneous area were made using the NESHAP Regulations and definitions under 40 CFR Part 61. Asbestos bulk samples were submitted to a qualified independent laboratory, Steve Moody
Micro services, Inc., for analysis. The results of these analyses are presented herein. We thank you for this opportunity to be of service to the Town of Addison. Please call us if you
have any questions or need further information. Respectfully submitted, ETI ENVIRONMENTAL SERVICES Dianne K Woo Asbestos Consultant Page 2 
2 
ETI ENVIRONMENTAL SERVICES ASBESTOS INSPECTION BUILDING DESCRIPTION PROPERTY: 15109-15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 IPg. 1 of 1 DATE OF INSPECTION: NOVEMBER 14, 2001 CLIENT:
TOlIN OF ADDISON, DEPT. OF PUBLIC WORKS CONTACT: MR. STEVE CHUTCHIAN, ASSISTANT ENGINEER PHONE: 972-450'2886 IFAX: 972-450-2837 GENERAL BUILDING DESCRIPTION 1. TYPE OF FACILITY: OFFICE
􀁾􀁁􀁒􀁅􀁈􀁏􀁕􀁓􀁅􀀠BUILDING 2. YEAR OF CCNSTRUCTION -ORIGINAL: UNKNOIIN ADO IT IONS: UNKNOIIN REMCCELING: 􀁕􀁎􀁋􀁾􀀠3. TYPE OF BUILDING CONSTRUCTION: TILT-UP CONCRETE WALLS ON CONCRETE
SLAB 4. NUMBER OF FLOORS: 1 BASEMENT: NO ATTIC: NO 􀁃􀁒􀁁􀁾􀁓􀁐􀁁􀁃􀁅􀀺􀀠NO 5. TYPE OF ROOF: BUILT·UP ROOFING ON CORRUGATE METAL DECK 6. TYPE OF WALL -EXTERIOR: CONCRETE INTERIOR: CONCRETE
AND SHEETROCK 7. TYPE OF CEILING: 2X4 CEILING PANELS 8. TYPE CEILING ABOVE CEILING: METAL ROOF DECK 9. TYPE OF LIGHTING: INCANDESCENT AND FLOURESCENT 10. TYPE OF SURFACE MATERIAL -CEILING:
PANELS WALLS: PAINT 11. TYPE OF FLOORS: CARPET, FLOOR TILE AND FLOOR COVERING ON CONCRETE 12. ROlLER ROOM I HOT WATER SYSTEM: HOT WATER HEATERS 13. TYPE OF HVAC: ROOF MOUNTED UNITS 14.
BUILDING AREA IN APPROXIMATE SQUARE FOOTAGE: 29,600 GENERAL COMMENTS: ASBESTOS FINDINGS (MATERIALS 􀁾􀁉􀁔􀁈􀀠CONTENT GREATER THAN 1%): 1. APPROXIMATELY 158 SQUARE FEET OF FLOOR CCVERING
IN MEN'S AND WOMEN'S RESTROOMS OF 15111 SURVEYOR BLVD. CONTAINS ABOUT 65% CHRYSOTILE IN THE BACKING MATERIAL AND IS IN GOOD CONDITION UNDER NESHAP REGULATIONS. CCNSULTANT: EDDIE 􀁔􀁁􀁾􀀠TDH
LICENSE NO. 10-5055 CCNSULTANT: DIANNE K. WOO -TOH LICENSE NO. 10-5056 FILE NO. 5-1-1 FORM COO-0018 
ETI ENVIRONMENTAL SERVICES ASBESTOS INSPECTION SUMMARY OF HCI'IOGENEruS AREAS PROPERTY: 15109-15115 SURVEYOR BoULEVARD. ADDISON, TEXAS 75001 IPg: 1 of 1 DATE OF INSPECTION: NOVEMBER
14, 2001 I CLIENT: TOWN OF ADDISON, DEPARTMENT OF PUBLIC WORKS HOMOGENErus AREA lD NAME OF HCI'IOGENEOUS AREA ASBESTOS TYPE & PERCENT (%) ESTIMATED ACM SQUARE FEET OR 1I NEAR FEET lOCATION
OF ASBESTOS CONTAINING MATERiAlS PRESENT 01 WALL MATERIAL NONE DETECTED 15109 SURVEYOR BLVD. 02 WAll MATERIAL ON TAPE & BEDD ING ON SHEETROCK NONE DETECTED 03 12X12 FLOOR TilE &MASTIC
NONE DETECTED 04 2X4 CEILING PANELS NONE DETECTED 05 \/ALL MATERIAL NONE DETECTED 15111 SURVEYOR BLVD. 06 WALL MATERiAl ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 07 2X4 CEILING PANELS
NONE DETECTED 08 FLOOR COVERING CHRYSOTILE 65% -BACKING 158 SF 15111 SURVEYOR BoULEVARD IN MEN'S AND WOMENJS RESTROOMS. 09 WALL MATERIAL NONE DETECTED 15113 SURVEYOR BLVD. 10 2X4 CEILING
PANELS NONE DETECTED 11 IIALL MATERIAL ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 12 CARPET CARPET AND 12X12 FLOOR TILE & MASTIC NONE DETECTED 13 WALL MATERIAL NONE DETECTED 15115
SURVEYOR BLVD. 14 WALL MATERIAL ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 15 12X12 FLOOR TILE 8. MASTIC NONE DETECTED 16 2X4 CEILING PANELS NONE DETECTED 17 ROOF FLASHING & MATERiAl
NONE DETECTED ALL AREAS OF ROOF. CONSULTANT: EDDIE TAli· TDH LICENCE NO. 10-5055 CONSUlTANT: DIANNE K. 1/00 -TDH LICENSE NO. 10·5056 FILE NC. S-5-1 FORM COO -005 
ETI ENVIRONMENTAl SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE AND HAZARD ASSESSMENT SUMMARY ---PROPERTY: 15109 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I PHOTO
LOG TYPE Of SAMPLE II P 10 SAMPLE DESCRIPTION SAMPLE LOCAT ION MATERIAL 1095-1 P 01 WALL MATERIAL LARGE WORK ROOM -REAR WALL SURFACE 1095-2 P 02 WALL MATERIAL ON TAPE &BEDDING LARGE
WORK ROOM -FRONT OORNER MISC 1095-3 P 01 WALL MATERIAL WOMEN'S RESTROOM SURFACE 1095-4 P 01 WALL MATERIAL HALL TO RESTROOMS SURFACE 1095-5 P 02 WALL MATERIAL ON TAPE & BEDDING MEN'S
RESTROCM Mise 1095-6 P 02 WALL MATERIAl ON TAPE &BEDDING LARGE WORK ROOM -BACK CORNER MISC 1095-7 p 03 12X12 FLOOR TILE &MASTIC 2 LAYERS -RESTROOM MISC 1095-8 p 03 12X12 FLOOR TILE &MASTIC
WOMEN'S RESTROOM MISC 1095-9 P 03 12X12 FLOOR TILE &MASTIC MEN'S RESTROOM DOOR MISC 1095-10 P 04 2X4 CEILING PANEL FOYER MISC 109S-11 P 04 2X4 CEILING PANEL LARGE WORK ROOM MISC 109S-12
P 04 2X4 CEILING PANEL OFFICE MISC LEGEND P' PHOTOGRAPH TAKEN NESHAPS CATEGORY 10 • BUILDING or HOMOGENEOUS AREA NUMBER I • FLOORS GASKETS TYPE OF MATERIAL PACKINGS S • SURFACING ROOFING
T =THERMAL SYSTEM INSULATION M=MISCELLANEOUS II • ASBESTOS CEMENT TRANSITE .􀁾􀁾􀁾􀁾􀀠INSPECTION DATE(S): NOVEMBER 14, 2001 Ip9:l0f4 NESHAP HAZARD ASSESSMENT ESTIMATED QUANTITY ASBESTOS
TYPE CATEGORY fRIABLE OVERALL CONDITION SF,LF,EA & PERCENT (X) NO GOOD NONE DETECTED II NO GOOD NONE DETECTED NO GOOD NONE DETECTED NO GOOD NONE DETECTED II NO GOOD NONE DETECTED II
NO GOOD NONE DETECTED I NO GOOD NONE DETECTED I NO GOOD NONE DETECTED I NO GOOD NONE DETECTED II YES GOOD NONE DETECTED II YES GOOD NONE DETECTED II YES GOOD NONE DETECTED FRIABLE. YES
OR NO ASBESTOS TYPE OVERALL CONDITION • GOCO OR POOR AMO =AMOSITE CRY =CHRYSOTILE CRQ =CRaclDOLITE ESTIMATED QUANTITY: ACT • ACTINOLITE SF • SQUARE FEET TRM • TREMOLITE LF =LINEAR FEET
MAS =MASTIC EA • EACH • = POINT ODUNTED CONSULTANT: EDDIE 􀁔􀁁􀁾􀀠TDH LICENSE NO. 10-5055 I CONSULTANT: DIANNE K. WOO -TOH LICENSE NO. 10-5056 FILE NO: 1095-7'1 cao-007A 
ETI ENVIRONMENTAL SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE ANDHAZARD ASSESSMENT SUMMARY PROPERTY: 15111 S1.IIlVEYOR BOULEVARD, ADDISON, TEXAS "/sDDI INSPECTION DATE(S): NOVEMBER 14, 2001 Ipg:2of4 SAMPLE I PHOTO LOG NESNAP HAZARD ASSESSMENT ESTIMATED
TYPE OF QUANTITY ASBESTOS TYPE SAMPLE # P 10 SAMPLE DESCR IPIION SAMPLE LOCAT ION MATERIAL CATEGORY FRIABLE OVERALL CONDITION SF,LF,EA & PERCENT (%) l11S-1 P 05 WALL MATERIAL LARGE WORK
ROOM -LEFT SIDE 'SURFACE NO GOal NONE DETECTED l11S-2 p 05 WALL MATERIAL LARGE WORK ROOM -FRONT WALL S1.IIlFACE NO GOal NONE DETECTEO l11S-3 P 05 WALL MATERIAL BACK RIGHT OFFICE S1.IIlFACE
NO GOal NONE OETECTED l11S-4 P 06 WALL MATERIAL ON TAPE & BEODING LARGE WORK ROOM -BACK WALL Mise II NO GOal NONE DETECTED l11S-5 P 06 WALL MATERIAL ON TAPE &BEDDING LARGE WORK ROOM
-LEFT FRONT Mise II NO GOal NONE DETECTED I11S-6 P 06 WALL MATERIAL ON TAPE &BEDDING FRONT RIGHT OFFICE Mise II NO GOal NONE DETECTED ll1S-7 P 07 2X4 CEILING PANEL OFFICE HALL -RIGHT
SIDE MISC II II YES GOal NONE DETECTED I11S-8 P 07 2X4 CEILING PANEL LARGE WORK ROOM -FRONT LEFT MISC II YES GOal NONE DETECTEO l11S-9 P 07 2X4 CEILING PANEL WOMEN'S RESTROOM MISC II
YES GOal NOME DETECTEO I11S-10 P 08 FLOOR COVERING WOMEN'S RESTROOM Mise I NO GOal NOTE 1 CRY 65% -BACKING I11S-11 P 08 FLOOR COVERING WOMEN'S RESTROOM MISC I NO GOal NOTE 1 CRY 65%
-BACKING l11S-12 P 08 FLOOR COVERING WOMEN'S RESTROOM MISC I NO GOOD NOTE 1 CRY 65% -BACKING NOTE 1: APPROXIMATE AMOUNT OF FLOOR COVERING IN THE MEN'S AND WOMEN'S RESTROQMS =158 SQUARE
FEET_ LEGEND P = PHOTOGRAPH TAKEN NESHAPS CATEGORY FRIABLE =YES OR NO ASBESTOS TYPE 10 • BUILDING or HOMOGENEOUS AREA NUMBER I =FLOORS OVERALL CONDITION • GOal OR POOR AMO =AMOSITE GASKETS
CRY • CHRYSOTILE TYPE OF MATERIAL PACKINGS CRO =CROCIDOLITE S =SURFACING ROOFING ESTIMATED QUANTITY: ACT. ACTINOLITE T • THERMAL SYSTEM INSULATION SF =SQUARE FEET TRM =TREMOLlTE M=MISCELLANEOUS
II ASIlESTOS CEMENT LF • LINEAR FEET MAS • MASTiC TRANSITE EA =EACH • = POINT COUNTED . 􀁾􀁾􀁾􀁾􀁾􀁾􀀠COMSULTANT: EDDIE TAW -TDH LICENSE NO_ 10-5055 ICOMSULTANT: DIANNE K_ 􀁾-TDH LICENSE
NO_ 10-5056 FILE NO: '11S-7-2 COO-007A 
ETI ENVIRONMENTAL SERVICES CLlENT: TOlIN OF ADDISON ASBESTOS INSPECTION SAMPLE _ HAZARD ASSESSMENT SUMMARY ---------PROPERTY: 15113 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I
PHOTO LOG TYPE OF SAMPLE # P ID SAMPLE DESCRIPTla. SAMPLE LOCATION MATERIAL 113S-1 P 09 WALL MATERIAL BACK WAREHOUSE OFFICE SURFACE 113S-2 P 10 2X4 CEILING PANEL BACK WAREHOUSE OFFICE
MISC 113S-3 P 11 WALL MATERIAL ON TAPE &BEDDING BACK WAREHOUSE OFFICE -CORNER MISC 1135-4 P 12 12X12 FLOOR TILE &MASTIC RESTRCDI FOYER MISC 1135-5 P 12 12X12 FLOOR TILE &MASTIC RESTROOM
FOYER MISC 1135-6 P 12 CARPET OVER 12X12 FLOOR TILE RESTROOM fOYER MISC 113S-7 P 10 2X4 CEILING PANEL RESTROOM MISC 113S-8 P 11 WALL MATERIAL ON TAPE &BEDDING RESTRCDI MISC 113S-9 P
09 WALL MATERIAL FRONT WAREHOUSE SURFACE 1135-10 P 09 WALL MATERIAL FRONT OFFICE AREA SURFACE 1135-11 P 11 WALL MATERIAL ON TAPE &BEDDING FRONT OFFICE -RIGHT SIDE MISC 1135-12 P 10 2X4
CEILING PANEL FRa.T ENTRY AREA MISC LEGEND P = PHOTOGRAPH TAKEN NESHAPS CATEGORY ID =BUILDING or HOMOGENEOUS AREA NUMBER I =FLOORS GASKETS TYPE OF MATERIAL PACKINGS S =SURFACING ROOFING
T =THERMAL SYSTEM INSULATION M=MISCELLANEOUS II =ASBESTOS CEMENT TRANSITE ---􀁾􀁾􀁾􀀭􀀭-----INSPECTION DATE(S): NOVEMBER 14, 2001 IPg: 3 of 4 • NESijAP HAZARD ASSESSMENT ESTIMATED QUANTITY
ASBESTOS TYPE CATEGORY FRIABLE OVERALL CONDITION SF,LF1EA 1\ PERCENT (%) NO GOOO NONE DETECTED II YES GOOO NONE DETECTED II NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD Na.E
DETECTED I NO GOOD NONE DETECTED II YES GOOD NONE DETECTED 11 NO GOOD NONE DETECTED NO GOOO NONE DETECTED NO GOOO NONE DETECTED 11 NO GOOO NONE DETECTED 11 YES GOOO NONE DETECTED FRIABLE
=YES OR NO ASBESTOS TYPE OVERALL CONDITION =GOOO OR ?OCR AMO =AMOS lTE CRY =CHRYSOTILE CRO =CROCIOOLITE ESTIMATED QUANTITY: ACT =ACTINOLITE SF =SQUARE FEET TRM =TREMOLITE LF =LINEAR
FEET MAS =MASTIC EA =EACH • = POINT COUNTED CONSULTANT: EDDIE TAW -TOH LICENSE NO. 10-5055 ICONSULTANT: DIANNE K_ WOO -TOM LICENSE NO. 10-5056 FILE NO: 1135-7-3 COO-OO7A 
ETI ENVIRONMENTAL SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE AND HAlARD ASSESSMENT SUMMARY PROPERTY: 15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I PHOTO LOO
TYPE OF SAMPLE # P ID SAMPLE DESCRIPTION $ANPLE LOCATION MATERIAL 115S-1 P 13 WALL MATERIAL FRONT OFFICE -LEFT SIDE SURFACE 115S-2 P 13 WALL MATERIAL MIDDLE OFFICE -RIGHT SIDE SURFACE
1155-3 P 13 WALL MATERIAL BACK WAREHOUSE OFFICE SURFACE 115S-4 p 14 WALL MATERIAL ON TAPE &BEDDING MIDDLE OFFICE -RIGHT SIDE MISC 115S-5 P 13 WALL MATERIAL REAR WAREHOUSE OFFICE -LEFT
SURFACE 115S-6 P 14 WALL MATERIAL ON TAPE &BEDDING OPEN WORK AREA -BACK LEFT CORNER MISC 115S-7 p 14 WALL MATERIAL ON TAPE &BEDDING OPEN WORK AREA -FRONT WALL Mise 115S-8 p 13 WALL MATERIAL
WALL IN FRONT OPEN WORK AREA SURFACE 115S-9 P 15 CARPET HASTIC OVER 12X12 FLOOR T BACK WAREHOUSE OFFICE MISC 115S-10 P 15 12X12 FLOOR T[LE &MASTIC MIDDLE OFF[CE AREA -LEFT S[DE MISC
115S-11 P 15 12X12 FLOOR TILE &HASTIC BREAK ROOM MISC 115S-12 P 16 2X4 CE[L[NG PANEL BACK WAREHOUSE OFFICE M[se 115S-13 P 16 ZX4 CEILING PANEL OPEN WORK AREA -BACK SIDE Mise 115S-14
P 16 2X4 CEILING PANEL WOMEN'S RESTROOM Mise 115S-15 P 14 TAPE &BEDDING ON SHEETROCK WAREHOUSE -LEFT SIDE WALL MISC 115S-16 P 17 ROOF FLASHING MATERIAL FRONT OVER 15109 MISC 115S-17
P 17 ROOFING MATERIAL MIOOLE AREA OVER 15115 MISC 1155-18 P 17 ROOF FLASHING MATERIAL AREA OVER 15115 Mise LEGEND p = PHOTOORAPH TAKEN NESHAPS CATEGORY 10 =BUILDING or HOMOGENEOUS AREA
NUMBER I =FLOORS GASKETS TYPE OF MATERIAL PACKINGS S =SURFACING ROOFING T = THERMAL SYSTEM INSULATION M=MISCELLANEOUS II =ASBESTOS CEMENT TRANSITE INSPECTION DATEtS): NOVEMBER 14, 2001
IPg: 4 of 4 NESHAP HAlARa ASSESSMENT ESTIMATED QUANTITY ASBESTOS TYPE CATEGORY FRIABLE OVERALL CONDITION SF,LF,EA & PERCENT (%) NO GOOO NONE DETECTED NO GOOO NONE DETECTED NO GOOO NONE
DETECTED II NO GOOD NONE DETECTED NO GOOD NONE DETECTED II NO GOOO NONE DETECTED II NO GOOO NONE DETECTED NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD
NONE DETECTED [ [ YES GOOD NONE DETECTED II YES GOOO NONE DETECTED II YES GOOD NONE DETECTED II NO GOOD NONE DETECTED I NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD NONE DETECTED
FRIABLE =YES OR NO ASBESTOS TYPE OVERALL CONDITION =GOOD OR POOR AMO =AMOSITE CRY =CHRYSOTILE CRO =CROCIDOLITE ESTIMATED QUANTITY: ACT =ACTINOLITE SF =SQUARE FEET TRM =TREMOL ITE LF
=LINEAR FEET MAS = HASTIC EA =EACH * =POINT COUNTEO CONSULTANT: EDDIE TAW -TOH LICENSE NO. 10-5055 ICONSULTANT: DIANNE K_ WOO -TON LICENSE NO_ 10-5056 FILE NO: 115S-7-4 coo-007A 
SELECTIVE ACM PHOTOGRAPHIC DOCUMENTATION 15109-15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 Front view of 15109-15115 Surveyor Boulevard. View of rear of building. Page 1 
SELECTIVE ACM PHOTOGRAPHIC DOCUMENTA"nON 15109·15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 Sample No. 111S-10-ACM floor covering in the Men's and Women's Restroom in 15111 Surveyor.
Sample No. 111S·11-ACM floor covering in the Men's and Women's Restroom in 15111 Surveyor. Page 2 
3 
l;j I55,,1 611100I'\-.-1 15109 SURVEYOR 15111 SURVEYOR 15113 SURVEYOR 15115 SURVEYOR LEGEND o· ! 40' I 11-25-01 E T I ENVIRONWENTAL SERVICES .... ulte TexQ. ACIot Fl.OOR CO'I£RIIIG NON
ACW SAWPU:<I" A58E5TOS COHroIT APPROXIMATE SAMPLE LOCATION LOCATION OF ACM 1:<10 ED WOD 
4 
PLMREPORT Sieve Moody Micro Services. Inc. NVLAP Lab No. 102056 1510 Randolph, Suile 602 IDH License No. 3Q.0084 Carrollton, Texas 75006 (972) 446-9482 PATID# 102577 Client: Ell Environmental
SeMces Project: 15109 Surveyor Blvd. Project # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis Test Method: Polarized Ught Microscopy I Dispersion
Staining (pI..M/DS) EPA Melhod 40 CFR, Ch. 1, PI. 763, Subpt. F, App. A Lab Job No.: x1 B-12298 Report Date: 11/1612001 Page lof2 On 1J1l6ID1._(12)_......alsamples""" ..􀁟􀁉􀀡􀁹􀁉􀀡􀁤􀁤􀁬􀁥􀁔􀁡􀁷􀀮􀁦
􀁅􀁔􀀱􀁾􀁓􀁥􀁲􀁶􀁩... 􀁦􀁵􀁲􀁟􀁡􀁮􀁡􀁬􀁹􀁳􀁾􀁉􀀡􀁹􀁐􀁌􀁍􀁉􀁄􀁓􀀮􀀠 Copies ofthe lab data s.bct:ts an: attIlebed; &ddiI:it:mI infbrrmaIioo maybe found therein. The results are SUID.IJ18ri;a:d
below:: Sample Nwnber Client Sample DescriptionI Location Asbestos Conlen! 109S-1 Wall Material I09S-2 Wan Milterial on Tape and Bedding Material On Sheetrock I09S-3 Wall Material, Women's
Rest Room 109S-4 Wall Material 1098-5 Wall Milterial 011 Tape and Bedding Material on Sbeelrod<, Men's Rest Room 1098-6 Wall Material on Tape and Bedding Milterial on SbeeIrock 1095-7
12"x 12" Floor Tile widl Yellow Glue over 12" x 12" Floor Tile widI Yellow Glue \098-8 12"x 12" Floor Tile widI YeUow Glue. Women'sRestRoom None Detected -Drywall Material None Detected
-Paint None Detected -Drywall Material None Detected -DW Paper Facing None Detected -Glass Fiber Mesh None Detected -Joint Compoand None Detected -Texture None Detected -Drywall Material
None Detected -Texlured Paint None Derected -Drywall Material None Detected -Textured Paint None Detected -Drywall Milterial None Detected -DW Paper Fociag None Detected -Glass Fiber
Mesh None Detected -Joint Compoaad None Detected -Textured Paint None Derected -Drywall Material None Derected -DW Paper Facing None Detected -Glass Fiber Mesh None Detected -Joint Compoaad
No.e Detected -Texture None Detected -Top Tile None Detected -Yellow Mastic None Detected -Bottom Tile None Detected -Yellow Mastic None Detected -Floor Tile None Detected -Yellow Mastic
􀀧􀀭􀀭􀀭􀀭􀀭􀁾􀀭..􀁾..-------Fe 
Sieve Moody Micro Services, ["c. 1510 Randolph, Suite 602 CarrolllOD, Texas 75006 (972) 446-9482 PLMREPORT NVLAP Lab No. 102056 TDH Lleense No. 3CJ.0084 PAT ID # 102577 Client: ETI Environmemal
SenIices 15109 Surveyor Blvd.Project ; Project # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis TestMetbod: Polarized Ught MlcIOSCOPY 1Dispersion
Slaining (PlM/DS) EPA Method 40 eFR, GIl. 1, PI. 763, Subpl F, App. A Lab Job No.: x1B-122:98 Report Date: 11/1612001 Page 20f2 On 1II16lO1. ""'"'" (12l_......... """PIes....._ byF.ddic
TlIWofETl_I8lSenkcs ...._aualysisbyPLMIDS. Copies ofthc lab data s:fIec:Is meatt.aclxd; adcIiticnd infon:r:w.ion may be fOund tbm:in. The results IIIC $WDU....i2ed bretow. Sample Number
Client Sample Description I Looation 1098-9 12" x 12" Floor Tile with Yellow Glue, at Mea's Rest Room Door None De1eeted -Floor TU. Non.Detected-YeUowMastic 1098-10 2' x 4' Ceiling 􀁐􀁡􀁮􀀮􀁾􀀠Foyer
None Detected -Ceiling Til. I098-11 2' x 4' Ceiling Paoel None Detected --Ceiling Tile 1098-12 2' x 4' Ceiling 􀁐􀁡􀁮􀁾􀀠Office None Detected -Ceiling Til. 109S-8 QC Sample None Detected-Floor
Til. None Detected-Yellow Mastic Thco: """"'"_ aneI)ozd by!a)<:n. Qumill_ unless __.-.;'".,fOnncd by __ ResuI.. may not be __....in fill!. This test -'''''''''ooIy.,,,,,,"""""'_ These
lest mutts do not imply mdorsemeat by NVLAP Of any agency ofthe u.s. Govmm:lie:Qt. 􀀽􀀧􀁾􀀺􀀭􀀽􀀢􀀭􀀭􀀭􀁫􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁩􀁾􀁾􀀠Lab Director: Steve Moody Approved Signatory: 􀁾􀀯􀁾􀀠------------------
------.-,.,....._..........-.----------.------------P' 
Stew Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet EPA Method 40 C Cb. I PL 763 SF.A Client: ETl Environmental Services Project: 15109 Surveyor Blvd. Pnijeolll : Not_ LabJobll:
><18-12298 Sample II : 1095-1 Client Sample Description: wan Material Page 1 of1 Layer 1 DrywaU Material _C_: None Detected Layer 2 OW Paper Facing Layer 3 Paint I Off';';,,,, Prcp/lrea!ltlcnt
: heat I 􀁭􀀮􀁾􀀠_ Omrmt: None Detected Analyst : Steve Moody 􀁾􀁁􀁮􀁡􀁬􀁹􀁺􀁥􀁤􀀺􀀠11M6/01 Lab JobII: 1118-12298 i Sample /I: 1095·1 pc 
------------------Inc. Bulk. EPA "'. I. PI. 7<1 􀁾􀁾􀁾􀁥􀁥􀀻􀀬􀀮􀀠ADo. A .1026'" I Steve Mood!! Micra 􀁩􀁾􀀬􀀬􀀬􀁾􀀠,... , ...... Client; Ell Environmental ServIces Projoo' : 15109 Surveyor
Blvd. Project# : _ProvIded Client Sample Layerl Drywall Material p, "" :. PrepIIJeao_, 1IItIChM1caI_-. -------Layer 2 OW Paper Facing ." , Ftbem 􀁾􀀺􀁭__ ------------------Layer 3 Glass
Fiber Mesh Pn:p/trealmes1t : mecbanical.separation -"-----Layer 4 Joint Compound . % l+i. ..COIOr . 􀁾􀀠BUef Angle 􀁟􀀮􀁓􀁩􀁧􀁮􀁾􀁦,-.1OQ Pn:p/trealmes1., m..􀁟􀁾􀁯􀁮􀀠_ CoIw:nt, None
Deleoled f-----% I,,· Color 􀁾􀁭􀀡􀀮􀀠RA:i:_ Direr Acele _Signor , RDds \I 􀁾􀀠-... 91 AsbestosConlalt, None Detected ------------------------s"""""",",EDm E Col« I T-.. 1'-=..􀀱􀀥􀀻􀀢􀀧􀁾􀁭􀁾􀀢􀀺􀀢�
�􀁾􀁯􀁦􀁾􀁬􀁾Tan Fibrous I". I,,· Color 􀁒􀁯􀁾I R!:[_ '-=-' Acode 􀁉􀁟􀁓􀁩􀁧􀁮􀁾􀀠.I I I I • % I,,· .CoOOT 􀁾􀀮􀀠Boo • Angle I_Signor 110Q Rods • I Asbestos ConItont: None Detected ------.
------------_. --􀁾􀀠I 􀁾􀀠􀁾I ND 􀁾􀀠3 ---------------------_.._-I Lab Jnb#: x18-12298 Samplell: 􀀱􀁾􀀠Wall Malerial on Tape and Malerial on Sheetrock Page 1 012 Snoooscopic Exam Color
T....... 􀁾􀁾􀁾􀀿􀁩􀀥􀁆􀁪􀀺􀁲􀁯􀁕􀁓􀁾􀁾􀁾􀁯􀁦􀁾􀁡􀁭􀀲􀀱􀁾BlockyI I-_Coolcnt: None Detected S.......picExam Color T-.e[ Fibrous 􀁅􀀭􀀺􀀬􀀮􀀮􀀮􀀭􀁉􀀥􀀺􀀻􀀭􀁾􀁾􀁾􀁯􀁲􀁾􀁾I Comments : Analyst
: Steve Moody DateAnolyzed: 11/16101 LabJnb#: 1<18-12298 SamplcN: 1098-2 P' i 
Steve Moo4Y Micro Services, Inc. Bulk Asbestos Analysis Sheet lDH Ii"""" No. 30.0084 EPA _ 4Il CPR. Ch. '. Pt 763. Snbpt F""""""A"-______􀁾􀁎􀁖􀁌􀁁􀁐􀀽􀀢􀀢􀀧􀁟􀀢􀁉􀀮􀀮􀁡􀁢􀀢􀀢􀀢􀁎􀀢􀀧􀁯􀀮􀁷􀁬􀀢􀀧􀀰􀀲
􀀰􀀢􀀢􀀢􀀵􀀶􀀧􀁬􀀠Client; ETI environmental ServI..... Project : 15109 Surveyor Blvd. Project# : Not_dell Lob lob#: xi8-12298 Sample# : 1(19S.2 eli"". Sample Description. Wall Material
on Tape and Bedding -.laIon Sheelrock Page2oF2 Layer 5 Texture As_CooIIlII!: None Detected CoJ1'DDellts : i Analyst: steve Moody Dale Analyzed: 11116101 Loblob#: x1B-12298 Sample # :
1098-2 P' 
Steve Moody Micro Services, Inc. Bulk Asbestos AIlaIysis Sheet TOH Llceme No. 30-00M EPAMcthod40CFR,Ch.I,PL 763,S.bpt F,App,A Client: Ell Environmental Services Project: 15109 SUrwyor
Blvd. Project# : Not Ptovide<! Lab Job#: x1B-12298 SampleR: 1098-3 cnml Sample Descriplion : Wall Ma1eriaI, Women ... Rest Room Page 1 of1 Layer I Drywall Malarial 􀁓􀁾􀁩􀁣􀁅􀁸􀁡􀁭􀀠r"""""
= -..."""""': None DeIrN:fed Layer 2 DW Paper Facing Layer 3 Textured Paint Commen1S; Analyst: Steve Moody Dare AnaIp.t:d : 11116/01 .!'{4rLabJob#: x1B-122!18 #: 109$-3 ,...... 
Steve Moody Micro Services, Inc. Bulk Asbestos Analysis s_ lDH License No. 30-0084 EPA Mdhod 46 CFR. a.. I Pt 763 S.lmL F. An•. A NVl..AP Lab No. 102056 Client: Ell Environmental SenIk:es
Project: 15109 Surveyor Blvd. Project # : Not Provided LabJob# : ><18-12298 Somple#: 109S4 Client Sample Description: Wall Malarial Page 1 of1 Layer I Drywall Material : Exam I 􀁾􀀠I
Texture 􀁾II -2 I ND I 70 PLM Examination Colo< Parnlld .........di""'" Extinction Signor Is % -tI-Morplmlogy I Plcoduoism Ret Index Retlndcx Bilef Angle Elo!lgalio. 􀁾􀁉􀁡􀁳􀁳􀀠Wool
Flbets Rods 0 Cellulose Fibers ribbons high 􀁾􀀯􀁂􀁬􀁮􀁤􀁥􀁲􀁳􀀠.. Non-fl""'us PrepI_:mechanlcaIseperation Asbestos Content : None DeIecIed -------------------------------------Layer
2 DW Paper Facing I Colo< I Texture 􀁾I 100Tan I fibrous ND I 20 PLM Examirudion Colo< Parallcl PapcudicuIar Extinction Signor % -ti-I Pleochroism Ret Index Ret Index Bim Anl!le EloO..mon
􀁾􀁉􀁵􀁬􀁯􀁳􀁥fibers 􀀱􀀱􀁾􀀠ribbons I I hIgh I Prep/tmdmeIl1 : mechanical seperation _C-o None DeIecIed --------------------------------------LaYer 3 Textured Paint Slcm:Jscopic Exam
I Colo< I Texture 􀁲􀁾􀀱􀀥􀁆􀁾􀁾􀁲􀁾􀁴􀀱􀁾􀁏􀁦􀁾􀁾􀀧Off-WhIte Rubbery PLM Examioalion Colo< ParallcI Pcopendl""'" Extinction Signor CO<oponcnls % +/M I Plcoc:broism Ret Index Retlndcx
Birer Angle EloOgaIion """"" 1 Glass Foam 0 Pigment/BInders .. Non-flbn>us PrepI-.:m: heat /melt Asbestos Content : None DeIecIed --------------------------------------ConunenlS : Analyst:
Steve Moody ./"Il-Date Analyzed : 11/16101 Lab lob#: xi 8-12298 ISample # : 10954 pi 
iSIeve Mnndu MiN'a , _. Inc. iIDH 􀀧􀁾􀀺􀀺􀀧􀀮30.00114 ..................'""".Cb, LPL 􀁩􀀶􀀳􀀮􀂷􀀧􀀬􀁾􀁨􀀠,. ,A NV> ,102056 CHent: Ell Environmental Services Project : 15109 Surveyor
Blvd. : Not _<led LabJobli: x1B-12298 Sample#: 1!J9S..5 Desaiption : Wall MatmiaI on Tape and Bedding Material on Sheetrock, Page 1 on Men's RestRoom Layer I Drywall Material Color 1
T"""", 􀁾Wblta 1 Blocky YES 2 i ND 1 84." 􀁾􀀠'% 1+1· .Co!'" 􀁒􀁥􀁾􀀠-An... _Signt)f-D 􀁾􀀠ribbons hiah 1'Iq>Iln:aIm<nt: 􀁭􀁟􀁾􀀠Asbes!ooCmb:oll: N_Detectad -----------------------􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀁾􀀭�
�􀀭􀀭􀀭Layer 2 OW Paper Facing eolo< T"""'" 􀁾I 100Tan Fibrous ND 1 5 " % 1+1CoIoT 􀁾􀁲􀀡􀁸􀀠' Rd, lrulex Bimf AJ1l!1e LSignof • FIlIe!S -no 1 """" I high I "I 􀁾􀀺􀀭􀁾􀀠_ConIcn1: NoneDetectad
(-----_. 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭.---------------_. Layer 3 Glass Fiber Mesh ,Eum 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀁉􀀠5 • % 1+1c.Ior 􀁾􀁾Angle _Signor IFiI>em 􀀱􀀱􀁾􀀠-I ,I"", I 0 1 􀁾􀀺􀀭􀁾􀀠_Cmb:oII:
_Detectad --------------------------------Layer 4 Joint Compound I ColO< T..... 􀁾I NO 1 􀁾􀀠i-Blocky • 􀁾􀀠i % 1+1􀁾􀀠c.Ior 􀁾􀁉􀀠1Angle I_Signor """'" 􀀱􀁾􀀠1 1'Iq>Iln:aIm<nt: ....IIanl.a1
􀁾􀀠􀁟􀁾􀀺􀁎􀁯􀁮􀁥􀁄􀁥􀁴􀁥􀁣􀁴􀁡􀁤􀀠---------------------------------Comments: Analyst : Steve Moody ./IJ-Dale AIlaly1<:d : 11/16/01 Lab lobi!: x:1B-12298 ISampJe#: 11l9S-5 JiiP' 
Client 􀁾􀀠en EnvironmOfltal ServIces Project : 15109 S.......,orBlvd. Project # : Not Provided Lab lob#: x1B-12298 Sampl.# : 109S-S Sample Dcscriplion : Wall Mallll'lal on Tape and
Bedding Material on Sheetrock, Men"sRestRoom Page 2012 Layer 5 Textured Paint CommenIs: Analyst: Steve Moody • IJatcAnalymd: 11/16101 Lab J01>/l: xi8-12298 ISample #: 109S-S P' 
􀀭􀁾•. 30-0084 Inc. EPA' 􀁂􀁵􀁬􀁫􀀻􀁃􀁆􀁬􀁌􀁃􀁨􀀮􀁉􀀮􀁐􀀬􀀳􀀶􀀳􀀮􀁾􀀺􀀺􀀺􀀧􀀮􀁁􀁭􀀾􀁁I""u , NVLAP Lab No. 102056 Client: Ell EnvIronmental SeMcas Project: 15109 Surveyor BMl. Project#
: Not Provided Lab JobII: x1B-12298 Somple# : 11J9S.6 Client Sample : WaU_1 on Tape and I!edding _ onS_ Page 1 of2 Layer 1 OJYNBII Material I 􀁾􀀠I T..... I 1PLM: I Blocky YES 2 NOI
79 I %+I. 􀁊􀀺􀀭􀁾􀀠􀁾􀀢􀀺􀀡􀀮􀀠R;'" " Bimf AnJ!le 􀁟􀁓􀁬􀁧􀁮􀁾􀁦􀀠Ran 0-... IiIah , 􀁾􀀭􀁹􀁰􀁳􀁵􀁭􀀯􀀢􀀧􀁟􀀠91 􀁾􀁉􀀺􀁭__􀁾􀀠AsbcsIosContmt: None IleIected ,----------------􀁾􀀭---------􀁾􀀠--Laya-2
OW Paper Facing I CoIOI' I 􀁾􀀠􀁾􀀠PLM: I Tan I 100 NO 5 C. %1+1. I II Color I􀁒􀁾I ROrfuda i:: -_Sign?,r . 1100 rIllIl<InS 􀁾􀀺􀁭􀁟􀁾􀀠AsbcsIos c..-t: None IleIected f----------􀁾􀀠------------􀁾􀀠-
-Layer 3 Glass Fiber Mesh :-CoIOI' T..... I!:!!!!! NO--100 I ND 3------PLMI , % 1+1-1 􀁾􀀮􀁉􀀠" Col.,.. I􀁾􀁾i Rot JOOc. I s:r AngIc 􀁉􀁾􀁾.....' 11011 .1.. 􀁾􀀺􀁭􀁥􀁣􀁨􀁡􀁮􀁬􀁣􀁡􀁬􀁾􀀠Asbc:st.os
Content: None Detected 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭---􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠---------_. Layer 4 Joint Compound :EDm Co"" I T...... 􀀱􀁾􀀱􀀰I .....Wh.IIe I 61-.. I YES PI.MI %1+1. 􀁾􀀠Co""
􀁾􀁾! Rotlndex I sUer! AngIc _Signo.f 1100 I I I I I I P!ql/Lreolmenl: m_separation AsbeMs Cootenl: None Detacled ---------------------------[-'I Analyst: Steve Moody If!Dam AnIlIy:!ed:
11116101 I LabJobII: X1B-1229BI SampleR: 1098-6 pc 
3 Steve Moody M"zero Senices. ,,,,,, Bulk Asbestos 􀁁􀁮􀁾􀁩􀁳Sheetr'f!lli..Li=No. 30-0084 NVLAP I.ab No, 102056􀁅􀁐􀁁􀁾􀀴􀀰􀁃􀁆􀁒􀀬􀁃􀁢􀀮􀁉􀀮􀁐􀁌􀀷􀀶􀀳􀀮􀁟􀁆􀀮􀁟􀀮􀁁􀀠En Envin>nmenIaI
__CUeot; Project ; 15109 SllMIYor Blvd. Project # ; Hot Provided Lab lobi: ><111-12298 Sample # : 1Q9S.6 Client Sample Description: WaH MaIeriaI on Tape and Bedding MaIeriaI on Sheetrock
Page2of2 LaJ'lO"S Texture .". T_ 􀁾􀀠I -􀁾􀁉􀀠PLM Examination SignorColor 1 PataJJcl II'upendiCUJarI 1 Extinction etoD..tio.!6..-/Taic IIIJnders 110Q I -..-..us .............l... I Prep/Iftatm<n':
mechanlcalseporallon _eoru.n,: None DeJected I Co_ . % 1+1-1 1 I P1codlroism Ref' IndIot Ref' ImIex aim An"" 􀁾'----------------------------------AIlalyst : SteveMaodyComments: fit,Dale
Analyzed : 11116101 Lab ]obl: x18-12298 1SampleiI: 109S-6I p. 
inc. Qient: :Project: ;Projecl#; ETI Environmental Semc:es 15109 Surveyor Blvd. NotPn:ndded LobJobli; x1B-12298 Sample # : 1095-7 Client Sample Description: 12" x 12" Floor Tile with
Yellow Glue over 12" x 12" F100rTolewith YeUowGlue Page 1011 Layer I Top Tile 􀁾􀀺􀁟􀀬􀁭􀁥􀁬􀁴􀀠_CoIl_: None Detected Layer 2 Yellow Mastic Stcroosc:opic Exam . I c-==-__I-_.;T;;:......􀁾􀀽􀀭􀁟􀀭􀁉􀀧
􀁾􀀬􀀬􀀢􀀢􀀭􀀧􀁬􀁾􀀽􀀧􀁴􀀧􀀥􀁾􀁆􀁯􀀺􀀻􀀻􀁢􀁲􀁯􀁵􀁳􀁾􀁾􀁆􀂷􀂷􀀧􀀭􀀧􀁁􀁓􀁢􀁏􀁓􀁩􀁄􀀵􀀡􀀥􀀢􀀢􀀧􀀽􀁆􀁯􀁦􀀢􀁓􀀡􀀡􀁭􀁰􀀷􀀢􀁾􀀱􀀹􀁩yellOw Rubbery 􀀮􀁾􀀺􀀽􀀧􀁦􀁅􀁓􀁊􀀠ND L f.iDI 1 .• 􀁃􀁾􀀢􀀬􀂷􀁾􀀧􀀭􀁾􀀭....
􀀭􀀽􀀭􀁴􀁉􀀱􀀬􀀻􀀮􀀺􀀥􀀢􀀧􀁾􀀧􀁦􀀮􀀺􀀮􀀻􀀫􀁉􀁟􀀧􀀫􀂷􀀭􀁌􀁉􀁟􀀭􀀧􀁾􀀽􀀡􀀺􀁾􀀭􀀧􀀭􀁉􀁟􀁬􀁟􀁬􀀧􀁦􀁯􀀼􀁢􀁲􀁯􀁟􀁃􀁯􀁬􀁯􀁲__􀁩􀁳􀁭􀁟􀀭􀁌􀀁􀁟􀁒􀁟􀀺􀀻􀀭􀁟􀀭􀁟􀀭􀀭􀀧􀀭􀀁􀁾􀁾􀁾􀁉􀀭j 􀁾􀀺􀀮􀁯􀁮􀀠􀁉􀁾􀀠-CooImt;
None Detected􀁾􀀻􀁟􀀬􀁭􀁥􀁬􀁴􀀠-----------􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀬􀀠Lo,yer 3 Bottom Tlle Ptep/lreaIment. heat, melt _eo.....,; NoneDetected Layer 4 Yellow Mastic 􀁾􀀺􀁟􀁬􀁭􀁥􀁬􀁴􀀠Asbestos
ContaIt; None Detected Comments: Analyst; Slave Moody 11116101 J ,...c 
-----------------------------------SIeve Moody Mzcro Services, Inc. Bulk Asbestos Analysis Sbeet rTOH"""",LUx:nse",' ....."",-,No=.3"'O'OO=B4"-______-=EP"''A'''M􀀧􀀧􀀧􀀧􀀧􀀧􀀡􀀧􀁉􀁾􀁃􀀡􀀾􀀮􀁾􀀱􀀬􀀬􀀬
􀁬􀀧􀁴􀀮􀀬􀀬􀀷􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁓􀁬􀀧􀀡􀁵􀁢􀀧􀀧􀀧􀀧􀀧􀀧􀁆􀀧􀀧􀁟􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀮A"'-______􀁾􀁎􀁖􀁌􀁁􀁐􀀽􀀢􀀢􀀧􀀭􀀢􀁌􀁡􀁢􀀢􀀢􀀭􀀧􀁎􀀢􀀧􀁯􀀧􀀭􀀧􀀮􀀱􀀢􀀬􀀰􀀲􀀰􀀵􀁾􀀶􀀬􀀠Client: Ell Envi"",mental
Services Projea : 15109 SUrveyor Blvd. Projea# : Not PrvvIdell Lab I.bIt: 􀁸􀀱􀁅􀁾􀂷􀀱􀀲􀀲􀀹􀀸􀀠SampleS: 1Q9S.l1 Client Sample Description: 12"" 12" Floor Tole _ Yellow Glue, W ............
Rest Room Page 1 of1 Layer I Floor TIle Cdor Hard PLM Examioalion Cdor .Exlinct:ioa IE Sign of1Pumlld 􀁉􀁾􀀠Angle EI.,ru",,;oo1 1%1+1.1 I IP_M Rd'. Index Ret lndcx Biter 􀁾􀁣􀁩􀁉􀁡1_BindeIs
high1011 I H_ I I I """"_I: heat, melt Asbestos Cmtmt: None Detected -.. 􀁾􀀠􀁾􀀠􀀭􀀭􀀭􀀭􀁾􀀬􀀭􀀮􀀠Layer 2 Yellow Mastic 􀁓􀁾􀁩􀁣􀁅􀁸􀁭􀁮􀀠 Color T..... v_ Rubbery 􀁅􀁾􀁉􀀥􀁆􀀮􀀺􀀺􀁴􀁾􀀢􀀧􀁴􀁦􀀻􀀭􀀲�
�I IPLM_ , : Cdor Cxtinction II Signor :1Pumlld 􀁉􀁾􀀠Anl!le ekID..... _ 􀁇􀁴􀁕􀁥􀁾􀀠1011 I I Pn:p/ItaIImcnI : heatl melt _Cmtmt: None Detected -------------------------" -1% 1+1.1 ICom"""",,,
IPI_ Ret Index Ret Index 8iref ! Analyst : SIeve Moody Comments: 􀁾􀀠v.... AruiIy:md : 11116101 Lab lobi!: x1B-12298 ISample # : 109$-8 P' 
--------SIeve Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet mH Lia:nse No. 3()"()()84 EPA Mc!hod 40 CFR. Ch.! PI. 163 S>lll."ptL",F".""" .. A"--_______ Aoo"" N"Vl.AP="-"Lab=N"'o"'.1",02",,0
'16""1 Project : 15109 Surveyor Blvd. Project# : Not Provided LabJobll: ><18-12298 Sample # : 1Q9S..9 Client Sample Description: 12." x 12" Floor Tile wiIh Yellow Glue. at Men's Rest
_ Door Page 1 of1 Layer I Floor Tile I =. I PlM Examination 􀁢􀁾􀀯􀀽􀀽􀀽􀁟􀁾􀁉􀁾􀀭􀀭􀀭􀀬􀀭􀀭􀀫􀁬􀀭􀁉....:O= 􀀮􀀬􀀭􀁉􀁟􀀧􀁟􀁐􀀱􀁟􀀻􀀺􀁃􀁟􀁨􀀢􀀢􀀢􀀢􀁟􀂷􀁟􀀭􀀭􀀬􀁉􀁟􀁾􀁾􀀠􀁉􀁾􀀽􀁩􀀠:: 􀁉􀁾􀁯􀁯􀀠􀁉􀁾􀁉􀁉
􀀠Prep/IJeaImeI1t : _Imelt "'''''''''' C'<lntent: None_ __ J Layer 2 Yellow Mastic Prep/IJeaImeI1t: heat1melt _ eon_: None_ 􀁾􀀭􀀭􀀭􀀭------------------------------ICommenu: 􀁉􀁾􀀺􀀠􀁾􀁍􀁯􀁯􀁤􀁹􀀠􀁾�
�􀀠Date A.naJyz.d: 11/16101 Lab JobII: x1B-12298 ISample # : 109S.$ pc 
Steve Moody MICro Services. Inc. BulkAsbestos Analysis Sheet IDH License No. 3Q..OO84 EPAMctIIod40CFR,Cb. 1,Pt. 763,Sulmt.F, Aoo.A 􀁾􀀮􀁖􀁌􀁁􀁐Lab No. 102056 Client: ETIE__IServices
Project: 15109 Surveyor BMt. Project 11: Not ProvIded LabJobY: xlB-12298 Sample # : 1098-10 Client Sample Description : 2' "4' Ceiling Panel, Foyer Page 1 of1 Loyer I Ceiling Tde SIal:oseopi<:
Exam I em", I T_ 􀁾􀁾􀁟􀀿􀁉􀀥􀁆􀀺􀀭􀁾􀁲􀁴􀁾􀁾UghtGnly FibroUs PLM ExamiruWon 1 1% Color Parallel 1'apmdi<uIar IEldin-. E.=!'" ./, ,-Rd._ R<t: Inde>< 􀁂􀁩􀁲􀁥􀁦􀁁􀁉􀁉􀁾􀀠E _h 'ooi Cellulose
Fme.s 􀀮􀁾􀀠iibIJons -.... high .--Rods 0 I Perlite 21 Glass Foam 0.... 􀁾􀀺....-.......-.. _ eoo.... : None IIeIecIsd ------------------------------r.. ...I Analyst • Steve Moody /fI..
. : Date AnaIy;!:ed : 11/16101 1 Lab Jobil: xl8-122981 Sample 11 : 109S-10 ..... 
Steve 􀁍􀁾Micro Services, Inc. Bulk Asbestos Analysis Sbeet IDH License No. 3Q.OOM EPA Melhod4OCfR.Ch.I Pt. 763$1li1I1< 􀁆􀀮􀁾􀁁􀀠NVW Lab No. 102056 Client: Ell Envlnlnmenlal ServIces
Project: 15109 S"""'Y'IF Blvd. Project # : Not ProvIded Lab J.btI: x1B-12298 Sample # : 109S-11 Client Sample Description: 2' X4' Ce;ling Panel Page 1 ofi Layer 1 Ceiling Tile Stereoscopic
&amF Colo< I T..... 􀁾􀁾􀁴􀁆􀀺􀁏􀀢􀀧􀀢􀀧􀁾􀁾􀁅􀁭􀀬􀁾􀁬􀁾= LlghtGrer Fihm... PLM liluIminatioo Colo< Panilld IPttpco4icular I Extinction Signor % +/-IPIeochroism Rd: _ , h[Index Biref
i Amdc Eo:euulose _ R -... -_WooIFlbefs Rods 0...._---GlassFoom 0perlile .. 􀁾􀀺m_aeparaIlon AsbesIoseo.-t: N<me DeIacIed , f----------_.------------------C Aualyst: Steve Moody ('J'l-,.,.
iDale Analy=! : 11116101 Lab J.btI: x1B-12298 ISample # : 1095-11 p 
SIeve Moody Micro Services. Inc. BulkAsbeo1ns Analysis Sheet TDH License No. 3!HlO84 __-,SP=A",M,etbod <HlCFR,Ch. 1, PL 763, Subpt F,.Mo."'A'-______ NVLAP Lab No. 102056 Client: Ell
Environmental Services Project : Proj<:ct # : 15109 Surveyor Blvd. Not_ded Lab Iobll: ><18-12298 Cli",' Somple Desaiption : 'Z x <t. Ceiling Panel. Office Layer I Ceiling Tile Sample
# : 109$.12 Page 1 of1 AsI>CSID$ Coo,,",: None Detected ------------------------------• Analyst: Slave Moody /ilL _ ! Date Analyz=!: 11116101 J r -[i....Jobil : . x1B-:'-2298""':'::"I-Som---PI-e􀀣􀀭�
�􀀭􀀽􀀭􀀱􀀰􀀹􀁾􀁓􀀭􀀭􀀱􀀭􀀲􀁾􀀭􀁬􀀠ColTUTlC1lts : po 
I SIeve Moody Micro Services. Inc. QC AnaIysis Sheet ., TDHLi_30.00S 􀁅􀁐􀁁􀁾􀀮􀀶􀁏􀁏􀁊􀁒􀀭􀀹􀀢􀀬􀁃􀁊􀁉􀀢􀀬􀁉􀀱􀀢􀀬􀀶􀀬􀀭􀀭___________-"'NVLAP="-"1M=2"'a"'S6'j Cli..t: QC SAMPLES , Sample
# : x1B-12298*109S41 Sample Analyllis : Layu I Floor Tile 􀁾􀀺heatI melt LaF 2 Yellow Mastic 􀁾􀀺􀁟􀀧􀁭􀁥􀁬􀁴􀀠Asbestos eon... : None De-.:! Analyst : Robert W. Miracle Daft;: lllllllOl
Sample # : x1B-12298*109S-3 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 November 15, 2001 steve Moody Micro services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP RegUlations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF' SAMPLE SAMPLES DATE BUILDING NlIME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 109S-1 thru 109S-12 12 11-14-01 15111 Surveyor Blvd. 111S-1 thru 111S-12 12 11-14-01
15113 surveyor Blvd. 113S-1 thru 113S-12 15 11-14-01 15115 Surveyor Blvd. 115S-1 thru 115S-15 Addison, Texas Please list numerically on report from last digit(s) of sample II. Please
submit quality control results with final report. Please siqn and return one copy, keep the other other copy for your records. Thank You. STEVE MOODY MICRO SERVICES, INC. Eddie aw ece1ver's
Signature Asbestos Consultant Date 
PLMREPORT Steve Moody Micro Services, Inc. NVLAPLabNo.I02OS6 1510 Randolph. Suite 602 IDH License No. 30-0084 Carrollmn, Texas 75006 (972) 446-94lI2 PATID# 102577 Client: ETI Environmental
Services Lab Job No.: x1 8-12299 Project : 15111 Surveyor BlVd. Report Date: 1111712001 Project#: Not Provided Sample Date: 1111412001 Identification: Asbestos, Bulk Sample Analysis
Test Method: OnIIl16lOCopi<soflhclab Polarized Light Microscopy I Dispersion Staining (PLMtOS) EPA Method 40 CFR, Ch. 1, PI. 763, SUbpt F, App. A 1._.(12lbulk_"""t>les..... subrn.iUodbyEddieTaw.fETI-
.......JSeMccslbr __ysisbyPIMIDS. __""'_.__bc--Tbc""""",..._bcIow: Page lof2 Sample Number 11 IS-I ll1S-2 1118-3 11IS-4 1118-5 1118-6 1118-7 1118-8 1118-9 1118-10 1118-11 Client Sample
Description I Location Wall Material Wall Material Wall Material Wall Material on Tape and Bedding Material on Sheetrock Wall Material on Tape and Bedding Material on Sheetrock Wall
Material on Tape and Bedding Material on Sheetrock 2' x 4' Ceiling Panel 2' x 4' Ceiling Panel 2' x 4' Ceiling Panel Floor Covering, RestRoom Floor Covering, RestRoom Asbestos Content
None Detected -Joint Compound None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Texture None Detected -Textured Paint None Detected
-Drywall Material None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Texture None Detected -DI}'WllII Material None Detected -Texture
None Detected -Textured Paint None Detected -Drywall Material None Detected -Texwre None Detected -Textured Paint None Detected -Ceiling Tile None Detected -Ceiling Tile None Detected
-Ceiling Tile None Detected -Sheet Flooring 65% CIuysotile -Fiber Baoking None Detected • Sheet Flooring 65% CIuysotile -Fiber Backing 
PLMREPORT SIeve Moody Micro Sen>;ces. Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 IDH License No. 30-0084 Carrollton. Texas 75006 (972) 446-9482 PAT ID # 102577 Client : Ell Environmental
Services LlIb Job No.: x1B-12299 Project : 15111 Surveyor Blvd. Report Date: 11/1712001 Project #:Not Provided Sample Date : 11/1412001 Identification: Asbestos. Bulk Sample Analysis Test Method: Polarized Light Microscopy 1Dispersion Staining (PLMlDS) EPA Method 40 CFR. Ch. 1. pt
763. Subpt F. App. A Page 20f2 On 11/1610 I. twelve (12) bulk malcriaI samples were submitted by Eddie Taw of E11 Environmc:ntal Services for asbestos ana!y.;is by PLM/DS. 􀁾􀁩􀁣􀁳ofthe
Jab dala shccIs an:: attacbc:d; additional information may be fuuDd Ibc:n::in. The rc:suIts an:: SlUIlIDBIiz,;d below: Sample Number Client Sample Description I Location Asbestos Content
IIIS-12 Floor Covering. Rest Room None Detected -Sheet Flooring 65% Chrysotile -Fiber Backing IIIS-4 QCSample None Detected-Drywall Material None Detected-Texture 1b=samples,.... anaIy2zd
by layers. QuanlifiCllim, un1css <JIhctw;sc ....... is pcrfunned by YisoaI estimaIc. R.s"Us may oot be __except in full This .... _.eIaIcsonly to 1hc samplcslcsled. Tbcsc test resuUs
do not imply endorsement by NV1..AP or any agency ofthe U.s. Govemment. Acaedited by the National Voluntary LaboratOly Accreditation Program for Bulk Asbestos Fiber Analysis under Lab
Code 102056. Analyst : Steve Moody 􀁾􀁾􀁶􀀠Lab Director: Steve Moody Approved Signatory : C),Il!. r -----------------------------Thaok you b-c:boosiog Steve Moody Micro ScIVicc:s --------------------
---------
Sieve Moody Micro Services, Inc. Bulk Asbestos ADalysis Sheet illH license No. 30-0084 EPA MeIbod40CFR.Ch.I Pc 763 SubDt.F.Arm.A NVLAP Lab No. 102056 Client: Ell Environmental Services
Project : 15111 Surveyor Blvd. Project# : Not Provided LabJob# : x1B-12299 Sample # : 1115-1 Client Sample Description: Wall Material Page 1 ofl Layer I OW Paper 1Tape Stcreosc:opic
Exam I Color I Texbm: cous?l% Fibrousro/o Asbestosl% orSamplei Tan/Whitu Fibrous YES 100 NO 30 PLM Examination Color ParaIIcl Perpendicular Extinction Signor ComPOnenls % +/. M I Pleochroism
Ref. Index Ref. Index 8m Angle Ero;gatioD 􀁾􀁥􀁬􀁬􀁵􀁬􀁯􀁳􀁥􀀠Fibers 10Q ribbons high PrepI_t , mec:hanical .......,.uon Asbestos Corueut , None Detectad 1------------------------------------Layer
2 Joint Compound Str:mlScopic Exam I Color I Texbm: 􀁲􀁬􀁯􀁭􀁯􀁾􀀿􀁉􀀥􀁆􀀺􀀢􀀢􀁾􀀢􀀧􀀺􀀧􀀧􀀱􀀮􀀰􀁦􀀺􀀺􀀧􀁐􀁉􀁾While Blocky PLM Examination Color Paralld Perpc:ndicular Extinction Signor
ComoonenlS % +/Moq>bology I Plcocbroism Ref. Index Rc£.lndcx Bird' Angle Elongation lCalcfte /Talc I Binders 10Q NoD-fibrous I I """,_t,m_separation AsbeslDsCoo....: None Detectad 1------------------
-------------------Layer 3 Texlure Stereoscopic Exam I Color I Texbm: 􀁴􀁾􀁴􀀧􀁆􀁾􀁴􀁩􀁲􀁴􀂰􀁦􀀺􀁳􀀭􀀱WhIle Blocky PLM Exmninalion Color Paralid Perpc:ndicu1ar E-;:':on Signor Components
% +/M /P1a>cbroism Ref. Index R.e[ Index Bird E1olllOllion p.Jcite /Talc /Binders 110Q I Non-Fibrous I I I I I I PrepItreatmcnt , mechanical separation Asbestos Contcol , None Detected
f-------------------------------------Layer 4 Texlured Paint Slcrcoscopic Exam I 􀁾􀀠I T..... 􀁉􀁈􀁗􀁯􀁯􀁧􀁷􀁥􀁯􀁵􀁳􀁾􀀥􀁆􀁩􀁢􀁲􀁯􀁵􀁳􀁾􀁁􀁳􀁢􀁥􀁳􀁴􀁯􀁳􀁾􀁯􀁯􀁲􀁓􀁡􀁭􀁾􀁉􀁾􀀠While Rubbety
YES NO Nol 5 PLM Examination 􀁾􀀠ParaIId Perpendicular Extioction Signor ts % +/M I PIcocbroism Ref. Index Ret Index Birer Angle Elongation pumice 1 EIofIgatad V_los 0 Igmentl Binders
,91 Non-fibrous PrepItreatmcnt, heat1mell AsbeslDs Contcol , None Detec1ed -------------------------------------Comments: Analyst, Steve Moody JjfVDate Analyzed , 11/17101 LabJob#: x1B-12299
ISomple#, 1118-1 
Steve Moody Micro Services, Jnc. Bulk Asbestos AnalysIs Sheet IDH License No. Jo-ooM EPAMeIhod4lJ Cl'R. CII. I PI. 763. SuboL F. ADo. A NVLAP 1MNo. 102056 CHent: Ell Environmental Services
Projoo : 15111 Surveyor Blvd. I Project#: Not Provided Lablob# : x1B-12299 Sample,: 1118-Z Client Sample Description: Wall Material Page 1 of1 Layor 1 O!ywall Malerial 􀁾􀀠I T......
, I Bloci<)' I YES I 3 I ND I ITT PLMExaminaJion Color I Paralld Perpendicular I -Sign ofCcm_ % +I. I Pleochroism Rd. Index Ref. Index Biref AnoJe JJ Cellulose Flbefs ribbOns high 1m-...
􀁾􀀠_us L I """'_:-supemJion AsIM:sIas eon"",,: None Detected f------------------------------------Layor 2 OW Paper Facing 􀁲􀁢􀀾􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀠I T....... Homogco<oos?I% 􀁆􀁩􀁢􀁭􀁵􀁳􀁾ASb"S..t
􀁏􀁦􀁟􀁅􀁉􀁾􀀠.............. -[ YES 100 ND 5 PLM Examirsalion 􀁾􀀠􀁣􀀮􀁭􀁾􀀠I􀁾􀀫􀁉􀂷􀁉􀂷􀂷􀀠I Color 􀁉􀁾􀁉􀁾􀁉􀀠Extinction • Signor I MOlpbology I-Bm 􀁾􀀬-.. l1l!!11 1m Elongation 􀁾􀁯􀁳􀁥􀁁􀁢􀁥􀁲􀁳
􀀠􀁾􀀬􀀺mecllan/calsepondion """""""Coob>Il: None Detected ------------􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---.. Layer 3 Texture Sb>_icEXllln I Color I T_ 􀀱􀁾􀀿􀁉􀀥􀁾􀁾􀁉􀀥􀁾􀁾􀁏􀁦􀁾􀁐􀁾W111U!
....BI""'"PlM Examination Color I Parallel 􀁾􀀠􀁾􀁉Comoonents %+I. M IP_ Ref. Index Ref. Jndc.x Ilircf p;3lcile I Talc I S ........ 10Q I Ifon.I'IbrollS I """'-.....: m___ Iubcslo5 Contmt:
None Detected r----_._-------􀁾􀀭-----------------Layor4 Textured Paint SIm<lSoopie EXlIIn I Color I Tcxtun: I""'"':'t􀀧􀀺􀀢􀀢􀀧􀁾􀀢􀀺􀀻􀁾􀁾􀁯􀁦􀁾􀀡􀁉􀁾-... RUbberyPLM_ Color I ParaIId
􀁾􀁩􀀼􀀺􀁮􀁬􀀧􀀢􀀠Extinction Signor C<>m_ %􀀫􀀯􀁾􀀠{Pleochroism Ref. Index Ref. Index Birer AIlllle Eloriiomon pumice 1-=_ I 0 IBI_ 91 􀁾􀀺heat/moll AsIM:sIaseon_: None Detectad ---------------------
---------Comments: Analyst : Steve Moody Jl/vDale Analyzed : 11/17101 LabJob#: :0:18-12299 ISampleil: 111S-2 
Sieve Moody Micro Services, Jnc. Bulk Asbestos Analysis S'fJ'TD"""H-"'Uoe!,."'''''£!N'''..'''3!!!0-00ll4:!!!!!!''--_____􀀭􀀭􀀧􀀧􀁅􀁐􀀻􀁴􀀡􀁁􀀧􀀧􀀧􀁍􀀧􀀧􀀧􀁥􀁤􀀧􀀧􀀧􀀧􀀧􀀧􀀡􀁉􀁏􀁤􀀡􀁪􀀼􀁗􀁾􀀢􀁃􀁆􀁒􀀮�
�Clt...l. PI. 763, 􀁓􀁵􀁬􀀡􀁰􀁴􀀮􀁾......A<>--______􀀭􀀱􀁎􀁖􀁌􀁁􀁐􀀡􀀢􀀭􀀢􀀡􀀡􀁕􀁌􀁡􀁢􀀮􀀢􀀮􀀮􀀬􀁎􀀬􀀬􀁯􀀮􀀭􀀬􀀬􀁉􀁟􀁾􀁾􀀠Client : Ell Environmeofal Services Project : ,Project' : 15111
Surveyor Blvd. Not_lied Lablobll: x1B-12299 Sample#: 1118-3 i Client Sample Description: WaD Material Page 1 of1 -Layer I Drywall Material Stmooscopic Exam I Color I T......-±IIon!ogmmus?i%Fib",ut
Asbesto'tofSiii1lP@WIllIe Blocky YES. 2 NO.. 82 ,PLM_ Color -PapcndicuIlor Extll1<Iioo I Si&n orCom__ %+/. f\(..<J!!IhoIOI!V 1Ref._ Ref_ Bin:f 􀁾􀁾􀁬􀀡􀁉􀀧􀁉􀁩􀁯􀁮􀀠Glas$woOiFlbeos Rods
0 een.-eFIbeos ribbons high 􀁾􀁉􀁂􀁬􀁮􀁣􀁬􀁏􀀢􀀭􀂷􀀠1M -i1o...m.n􀁾􀀺m_calseparation AsIICSIos O>oteot : None DeWcted -.. --.------------------------------.Layer 2 OW Paper Facing :Exam
.. I Color 1 T_ 􀁾􀀱􀀰􀀰􀀠􀁌􀁾􀀠r 5." I Ton Fibrous 1 􀁾􀀠• % 1+1.1 //l'Color . 􀁉􀀺􀁾I ltd_I:; Angle I_Sign",' lOll ribbons I I 􀁾􀀺m___ Asbestos Co"",",: None DeWcted f------------------------􀁾􀀠-
----.Layer3 Texture 􀁾􀁾􀀭T_ I .. -J BioekY YES LNOL.NOI 10., L % 1+1· .Col", . 􀁾􀁯􀁾􀁲􀀠,."" Birer ADele _Si&nof 10Q I PrepItreatmen': medlanlcal __ AsbcsIns Conkut: None DeWcted ..
----------------------------------Layer 4 Textured Paint :EMm 􀁾􀁾􀁎􀁏, 􀁾􀀠I T_ 􀁾􀀠31 1 YES 􀁾􀀠􀁉􀀺􀁉􀁾􀀠􀁾􀀠{!Color 􀁾􀁾􀀧Ref._ Birer Angle 􀁟􀀮􀁳􀁩􀁧􀁮􀁾􀁲􀀠I L 0 I Pn:p/_': _I_It
As_C_: None 08_ f--------------------􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭! Comments: Analyst : 8teveMoody 􀁤􀁾Dale Analyzed : 11117101 I LabJobII: x1B-12299I Sample # : 1118-3 ! 
Inc. EPA Bulk NVI.AP Lab No. 102056 􀁾􀀠; Client: ETl Environmental Services Project : Project II : 15111SurwyorBl'ld. NotProvicied Lal>JobtI: ,,18-12299 Sample#: 1118-4 : Clien. Sample
Description: Wall Material on Tape and Bedding Material on Sheetrock Page 1 of1 Loyer 1 OtyWall Material 􀁾􀀠I PLMI % 1+1"O,lor 􀁾􀁾􀀠􀁾􀀠Rods-lIE I'n:p/In:a!m<rI : mechanlcalsopondion
AsI!esWs Content: None DeIIIcted 1------------------------------PrepI_': mechanical seper.d!on 1------------Loyer 3 Texture % +/􀁾􀁉􀁣􀁉􀁉􀁥􀁉􀁔􀁡􀁩􀁾􀁬􀀭11Gq ... I _ .I PrepI_': m_separatIon
􀁾􀀱􀀱􀀰􀀠Comments: 1 Analyst. steve Moody /A_ i 0... : 11/17/01 -'I'" I Lab Job#: x1B-122l19 I Sample #I: 1115-4 Loyer 2 OW Paper Facing 
Inc. Ell Environmental Services 15111 Su_Blvd. NotProvidod LabIobII: x1B-12299 Sample. : 1115-5 W1IIIMateriaI on Tape and BeddIng -.lalon SlIeetrock Page 1 ofZ Layer I Drywall Material
Ash<:i!nsContm!t: None_ Layer 2 DW Paper I Tape Prep/IreatmeAt: ---LayerJ OW PaperI Tape As_Coo1ent: None Detecled Layer 4 Texture % Asbestos CooteI1t: None Detecled AnaIysI : Steve
Moody Date Analyzed: 11117/01 LabIobII: xiB-12299 SampleY: 1115-5 
I Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TOIl Lkm,. No. :ID.QOS4 ilPAMCIbod4l)CFIU:h.1 􀁐􀀡􀀬􀁾􀀷􀀶􀀳􀁾􀀮􀁾􀁓􀁾􀁵􀁢􀁴􀁬􀀡􀀮􀀢􀀢􀀢􀀬􀀢􀀢􀁆􀀮􀀢􀀬􀁁􀁰􀁰􀀮􀀢􀀢􀀬􀀬􀀬􀀬􀁁􀀬􀀭______-
,NVLAP,==-,,Lab=N,,,o,-,.1",02",0",56'-1 Client: En Environmental Services Project : 15111 S"""'Y"I"BIvd. Prqjeot# : Not Provided Lab Jobll, 1118-12299 Sample#, 1118-5 Client SUmpl.
Descriplion : Wall Material on Tape and BeddIng Material on Sheelrock Page2of2 Layer S Textured Paint PLM Examlnadca % +/. II! Non.fibn>us c.lnr,-ParaIId Ret: """'" 􀁐􀁾􀀮􀀮􀀮􀀠,_ Sign
of Ref. 1_ Bm:r I .. Angle E! . o 􀁾􀀺heatlmell. I Anolyst, steve Moody /11 ; Da!eAnaJ)'2I:d: 11117101 /11/I Lab lobi!: x1B:"12299i S-mnp-I·.-'-,􀀭􀀱􀀭􀀱􀀱􀀭􀁓􀀭􀀭􀀵􀁾􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭
SIne Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TOIl Litemc No. 3Q.OO84 EPA Mdhod 40C CIL I Pt. 763 􀁓􀁩􀁬􀁬􀁬􀁰􀀡􀀬􀁾􀁾􀀠...􀁾.....􀁾____...!N",VLAP"".",Lab"",-No=-. ...,I02OSO""""
: Client: Ell Environmental ServIces Project : 15111 Surveyor Blvd. Project II : NotProvIded Lab lobll: x18-12299 Samplell: 11151 Client Sample Description : wan _rial on Tape a"" Beddlng
_ on Sheeb'OCk Page 1012 Layer J Drywall Material Stcn:oscopic Exam I Color I T..􀀬􀁾􀂷􀂷􀀮􀁮􀁉􀀥􀁆􀁾􀀢􀀢􀀬􀀬􀁾􀁁􀁳􀀬􀀺􀀢􀀢􀁛􀀮􀁲􀀺􀁡􀁡􀁭􀁾􀁾Wbifs 􀁂􀁉􀁾􀀠PlM Examination ....-􀁾􀀠􀀧􀁾COl«
PamIId PcrpcndleuIar Ex1indioo IS % -+1. M IP_ ReE Index Ref.1ndex BiMf Angle EJoD"wo. __Fibers Rods 0 FIbers --Iypsuml_ "1M --l'repitreaImmt: sepanJtion Asbestos amr.ot: None DemcIed
f---􀁾􀀠􀁾􀀠--------------------------Layer 2 OW Paper !Tape COl« I T.., OFibroUS' FIbrous YES 1 100 NO S 􀁾􀀬􀀠==. % 1+1. 1 􀀮􀁾􀀠􀁾1Rd.lndex BU.r Angle 1':"81'", 1100 -.. -------------PrepI.-:_-As_
Coo!cct: None DeJacIad f-------------------------------Layer 3 OW Paper I Tape I Color 􀁾􀀠􀁾􀀱􀀰􀀰I ND S : 􀁾􀀠% 1+/. ,Color 􀁒􀁣􀁾􀁤􀁥􀁸􀀠: "'" ,.""" Bm Angle .SlgIlo.r 1100 ribbons
I hlab Prepi_: m_'eaI_aIIo4 Asbestos amr.ot: None Detected : : f--.-------------------------------i Layer 4 Texture S.......,."lcExam : I Color I T..􀁉􀁈􀁾􀁵􀁳􀀿􀁉􀀢􀂷􀁾􀀺􀀢􀀢􀁾􀁾􀁾􀂷􀁲􀁾􀁰􀁾WIllIe
...􀁾􀀠... PLMExaminalion Coler PamIId l'ttpeodjcuIar Extinction slgIlor Components % +/. MOfPboIogy IPfcochroism Rd Index Ref. J.ncb. Sirer Angle Elooglllion palcllel Talc,-" 11K No!>-I'lbnIus
l'repitreaImmt: mechanical sepanJtion Asbestos Content : None Detected f-----------.--------------------.... -. ,,....... CommenlS: Anal : steveMyst oody Da!eAnalyzed: 11M7/01 LabJobII:
x1S-12299: Smnple#: 1118-6 
----Sieve Mootfy Mtcro Services. Inc. Bulk Asbestos Analysis Sheet f-'TDH"""",LKm",' ___---'NVI.AI'=""''''Lab''''''N'''o".1",02056"",,"-1="',..""0,,.J6.OO="'I14"'-______􀀭􀀧􀁾􀀽􀀧􀁁􀁣􀀡􀀧􀁟􀀢􀀢􀀢􀀧􀀧
􀀧􀀧􀀧..􀁾􀁏CFR. CIt. I. PI. 163. Subpl F.'Aoo""'."'A'-___. Oienl: ETI EnvironmenlalServices Project : Project" : 15111 Surveyor Blvd. NotProvidecI Lab lobll: x1B-12291l Sample # : 1118-6
Qient Sample Oesaiption : Wall-.!aI on Tape and Bedding Material on SMelrock Page 2 on Layer 5 Textured Paint Stcrt:oscopic Exam PlgmentlBlndols II! _ l'RpI!n:almm!: _Imelt Birnf o Asbestos
CooIoot: None Detected i 􀀽􀁙􀁾􀁙􀀢􀀧􀁉􀁾􀀽􀀱􀀠Extinction Angl. /1L I LabJobi/: X1B-122911ls-;"'Ple#: 1115-6 
Inc. Client: Ell Envinmmenlal Sem..... Project : 15111 Surveyor Blvd. II: NOI: ProvIded Lab JobII: x1B-12299 Sample # : 1115-7 Sample Description: 2' X 4' CeIling Panel Page 1 of1 Layef
1 Ceiling Tile IAnalyst: Steve Moody 􀁾􀁾􀁩􀀠DaleAna!)'2J:d; 11117101 . _. Lab Job#:L-_____________________________________ I xiS-1mB i Sample #; 1115-7 
• Inc. Bnlk􀀮􀁾􀀢􀀺􀀮􀀠􀁾􀀭􀀿􀀮􀀠,....... EPA _ 4n "I'R .f'h. I. PI. "'" "'.. •. Aoo. A NVLAP Lab No. 102D56 Clien. : Ell Environmental SentI.... Project : 15111 Surveyor Blvd. Project#
: Not_ LabJobll: x1B-12299 Sarnpleil: 111841 , Client Sample Description: r X4' Ceiling Panel Page 1 of1 Loyer 1 Ceiling Tile Stcrcoscoplc Exam Color Texture 􀁉􀁈􀁯􀁭􀁯􀁧􀁾􀀧4%􀁆􀀺􀀻􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾�
�􀁳􀀺􀀭􀁾􀁏􀁾􀀽􀀭􀁥􀁬􀁾UgIItGrey FIIJrousI I PLM' _.Si&nof􀁉􀁬􀀢􀁾!+I. :.:. , Rer.lndex Angle ribbons C 􀁾􀀠Bm highR_ 0-􀁾􀀠0... Prep/In:8lmont: m_separation As_CooIl:oI: None DeIec1ed
1--------------------------------, Comments: I Analyst: . Steve Moody ./lL-Dale Analyzed: 11/17/01 LabJobll: x1B-12299! Sample # : 111S-8I ! 
􀁉􀁾􀁾􀁌􀁾􀁾􀀺􀀧􀀺􀀠.30-0084 Inc. Bulk. •Cb. 1. Pt.76J 􀁾􀁾. ...., Aru,. 􀁾􀀠. 102tl56 Client: En EnvIronmental Services Project : 15111 SuM!yor Blvd. Project'" : Not Provided Lablobll:
><18-12299 Sample"': 1115-9 Client Sample Description : 2' x 4' CelHng Panel Page 1 of1 La;yer J CeiUng Tile Sltr1:mCOpicElolm I Col", m l .. =: 􀀱􀀱􀁾􀀮􀀮􀀮􀀮􀁳􀀿􀁉􀀥􀁆􀀺􀀭􀁾􀁾􀀭􀁩􀂷􀀻􀁴􀀴􀀠PLM!
UgbtGroy 􀁾􀀠.CoIO< Rerr::::.x I' aCt Index ! I_sign".f 􀁾+/sUer .. Angle -... hIM Rods II I'tifIfD 0 PrepIIreaIment : ___ration As_Cooo:ol: None De-.s -----------------------..----.--Comments:
Analyst : Steve Moody 5f1-Dare Analyzed : 11117101 Lab JobII: x18-12299 ISample #: 111S-4I 
Steve Moody Micro Services, Inc. Bulk Asbestos AIlaIysis Sheet '!DH LiceIlse No. 30.0084 EPAMd.hod40Q'!!,OLI,Pt. 􀀷􀀶􀀳􀁾􀀬􀁟􀀬􀁁􀀠NVLAP Lab No. 102056 Client; Ell Environmental Services
Project ; 15111 SwveyorBIvd. ProjectS; Not Provided LabJobil ; ,,18-12299 Sample # : 1118-10 Client Sample Description : Floor Covering, Rest Room Page 1 011 Layer I Sheet Flooring 􀁾􀁩􀁣􀁾􀀠I
Color I r ...... 􀁉􀁈􀀬􀀮􀀮􀀮􀀮􀀮􀀿􀁉􀀥􀁾􀁾􀁾􀁉􀀥􀁾􀁢􀁥􀁳􀁴􀁯􀁳􀁦􀀢􀁾-ToogIlPLM Examination 􀁾􀁬􀁉􀁤􀀺􀀺􀁾􀀠Color Pamlld PorpendicuIM : -Signoll % +I... MorphoIOfl!' I Pkochroism R.r._
.. Ref. Index Bin:!' 􀁁􀁮􀁾􀀠:Elon..... 7 Closed Cells L I I31 -Prep/treatment: heatI melt Asbestos <:ooten.: None 0eIecIBd ,-------------------------------Layer 2 Aber Backing 􀁛􀀧􀁾􀀺􀀭I
r ...... 􀁾􀁾􀁩􀀥􀁆􀀺􀀭􀁴􀀢􀁾􀁲􀁏􀁦􀀺􀀧􀁥􀁬􀁾FiIIrOus... 􀁐􀁌􀁍􀁾􀁯􀁮􀀠Color -:I'crp<ndieular Extinction Signor 􀁾􀀭% +1IPI_ R.r. Index i Rc[_ Bin:f ""gle BOO..... 􀁾􀀽􀀭􀁾􀀠None 1.558
1.5411 low II • lFiIkHs 1 I···· PrepI_: mechanical __n Asbestos Conten.: 65% cm,sotile-------------------------------.i-An-alyst--:-smv--.-Moody----fit-., I , DateAnalyzOO: 11117101
􀁾􀀠􀁾􀁴􀀧􀀭􀀭􀀭􀁌􀁡􀁢__l0_bI!_:_X1_B-_12299_ __'I_Sam_._:.p_le_#_:_1115-10L ___􀁾􀁾􀁾__􀁾__ 
Sieve Moody Micro Services, Inc. Bulk Asbesros Analysis Sheet w1Dll""-",I..ie<n<e",,,,,,,No,,,,-",3"!:0-0084"""'-_____􀀭􀁅􀁾􀀢􀁉􀀴􀀮􀀢􀁍􀀢􀀧􀁣􀁤􀀡􀀢􀀢􀁯􀁯􀁤􀀢􀀢􀀴􀀹􀀠CFR, Ch. I. PI.
163. SubplLF'-"""'-"I4.______--'NVLAP""'=Lab""'-'No.,.,..,I"'020S"""-j6 Client: Ell Environmental Senrices Project : 15111 SIlI'\I!IIyOr BMI. : Project # : Not Provided LabJob# : xi8-12299
Sample # : 111&-11 i Client Sample Description : Floor Covering, Rest Room Page 1 of1 La,yer I Sheet Rooring 􀁓􀁾􀁟􀀠 Color T-.o 􀁉􀁾􀀿􀁉􀀥􀁆􀁩􀁢􀁲􀁯􀁵􀁳􀁲􀁁􀁳􀁢􀁥􀁳􀁴􀁯􀁳􀁉􀁙􀀮􀁯􀁾􀁍I
Brgwn I T.,.,gh YES ND ND 1-50 PLM __ ' Dimr 􀀢􀁾􀁩􀁧􀁮􀁾􀁲II Color! %1+1. 􀁒􀁾􀁤􀁣􀀱􀁴􀀠,􀁾􀁃􀀡􀀡􀁉􀁉􀁓􀁾􀁆􀁯􀁡􀁭􀀠-":Ill I Prep/IrcoIment : heat1melt Asbestos CoatJ:nI: None DelecIed
r-----------------------------------La,...Z Fiber Backing Color r 􀁾􀀠􀁾􀁉􀁾􀁉􀀠PLMI Color .Signof ,"" 􀁾Rc£_1 Direr Angle% 1+1+􀁾􀀠11 N.... 1.556 1.5411 I loW 0SllIIYI_ 3!1 """ I PIoplb>almenl:
meohanlcal __ As'I>eslm 􀁾􀀺65% Chtysotile r------------------------------------. Comments : ! 􀁾􀀺􀀠Stave Moody f1L1Dale Analyzed : 11/17101 I Lab lob#: x1B-12299I Sample # : 1118-11

Steve Moody Micro 􀁓􀁥􀁲􀁶􀁾􀀠Inc, Bulk Asbestos Analysis Sheet 1DHLicense No. 30-0084 EPA _ 40 C!'R, Cb. I. PI. 763.1!uI>f>!,cEFL!.􀁁􀁯􀁰􀀬􀀢􀀢􀀬􀀬􀀡􀀾􀁁􀁾__ NV1AP Lab No. 102056 Client:
Ell Environmental_ Project : 15111 Surveyor Blvd. Pro'!lecI # : Not Provided La!>Jobll: x1B-1 Sarnpld: 111 12 Client: : FloorCovering, RestRoom Page 1 of1 Layer I Sheet Rooting ,Exam
I COlO< I T_ ..1:IMwn.,M 1% 1+1'Foam 71 IIlnylB'_ 31 􀁾Tougb 􀀮􀁾􀀠a::'.. 􀀢􀁾􀁲􀀠.. I ND , I Birer I'n:p/IJ-...u: hoatl melt AsbestooCoolent: None_ liD I 50 Angle .,Sign '" -------------------------
-Layer 2 Fiber Backing ,Exam Col... I 􀁾􀀠􀁾I 65 II I 85 50 PLM 􀁾􀀠..'CoIor a::'.. , _s'....r.,:... I Biref Angle 􀁾􀀠None 1.5511 1.548 low 0 + Prep/bcalment: mechanical sepetaIIon
Asbestoo Coo"",.: 65% Cluysotile ----_._-------------􀀭􀁾􀀠-----􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭CommenlS: Analyst: Steve Moody Dale Analyzed : 11117101 JIL-La!> Jobll: x1B-12299! SampleII : 111S-12

Client: QC SAMPLES x1B-12299"111S-4 Sample Analysis : Layor I Drywall Material Asbes!nseon;",,: None DeIeCled Layer 2 OW Paper Facing Layer 3 Texture Asbes!ns c.....t: None DeIeCled
AnaI:yst : Robert W. Miracle f4..Comments: (late : UIl71l1l x1B-12299"111S-4 
ETI Environmental Services 4112 VIA BAllENA MESQUITE: TEXAS 75150 (972) 279-9751 November 15, 2001 Steve Moody Micro Services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis follows: report is to be broken down and billed
by project as NO. OF SAMPLES SAMPLE DATE BUILDING NAME SAMPLE NUMBER 12 12 12 15 11-14-01 11-14-01 11-14-01 11-14-01 15109 Surveyor Blvd. 15111 Surveyor Blvd. 15113 Surveyor Blvd. 15115
Surveyor Blvd. Addison, Texas 109S-1 thru 109S-12 111S-1 thru 111S-12 113S-1 thru 113S-12 115S-1 thru 115S-15 Please list numerically on report from last digit(s) of sample #. Please
submit quality control results with final report. Please sign and return one copy, keep the other copy for your records. Thank You. STEVE MOODY MICRO SERVICES, INC. Eddie aw Asbestos
Consultant Date 
PLMREPORT StiWe Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suile602 IDH Liceose No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PATID# 102577 Client: ETI Enviromnenlal
Services Lab lob No.:x1B-12300 Project : 15113 Surveyor Blvd. ReportDete: 11/1712001 Project /I: Not Provided Sample Dale: 11/1412001 Identification: Asbestos, Bulk Sample Analysis :
Test Method: Polarized Light Microscopy1Dispersion staining (PLMIOS) EPA Method 40 CFR, Ch. 1, PI. 763, SUbpt F, App. A Page I of 2 On 11/16101, twelve (12) bull: _ """flIes"""_by Eddio
_ of1m EIMroomomaI_ I'oresbcsto$ anaJysis by PLMJDS. Copicsoftholab __... _:_infilnn1ltioomaybe__1ben:sulls... summarizedbeJow: Sample Number Client Sample Description 1Location Asbestos
ConteD! 1I38-1 Wall Material None Detected· Drywall Material None Detected • Texwre 113S·2 2' x 4' Ceiling Panel None Detected • Ceiling Tile 1135-3 Wall Material on Tape &: Bedding
Material on Sheetrock None Detected· Drywall Material None Detected -loint Compound None Detected • Texture II3S-4 12"" 12" Floor Tile with Yellow Glue None Detected· Yellow Mastic None
Detected· Floor Tile None Detected • Yellow Mastic None Detected • Brown Mastic 1135-5 12"" 12" Floor Tile with Yellow Glue None Detected -Yellow Mastic None Detected • Floor Tile None
Detected -Yellow Mastic None Detected • Brown Mastic 1135-6 CaJpetover 12" x 12" Floor Tile with Yellow Gloe None Detected -CaJpet None Detected -Yellow Maslic None Detected -Floor Tile
None Detected • Yellow Mastic 1138-7 2' x 4' Ceiling Panel None Detected· Ceiling Tile I J35-8 Wall Material on Tape &: Bedding Material on Sheetrock, Rest Room None Detected ·lointCompoued
None Detected -Wall Covering 1135-9 Wall Material None Detected • Drywall Material None Detected· Texture None Detected· Dtywall Material : None Detected· Texture 113S·10 Wall Material
: , 
PLMREPORT Steve Moody Micro Services. Inc. 1510 Randolph. Suite 602 Caru>1Iton, Texas 75006 (972) 44li-9482 NVLAP Lob No. 102056 roH License No. 30-0084 PAT IDIII02577 Client: ETI Environmenlal
Services Lab lob No.: xl8-123oo Proje<:t : 15113 Surveyor Blvd. Report Date: 11/1712001 Proje<:t #: Not Provided Sample Date: 1111412001 Identification: Asbestos. Bulk Sample Analysis
Test Method: Polarized light Mi(:n)scopy I DispelSion staining {PLMIOS} EPA Method 40 CFR, Ch. 1, PI. 763. Subpt F, App. A Page 20f2 00 11116101. _ ..(12) __,...,.,.,. __byEdWcT...ofEl1_S<M""r..-....
.,."... byl'LMlDS. Copics.rlhelab __... __􀁾􀁟􀁢􀁥􀀭􀀭TheRSUl!s ...􀁾􀁢􀁣􀁉􀁡􀁷􀀺􀀠Sample Number Client Sample Description I Location 113S-11 Wall Material on Tape & Bedding Material
on Sbee1rod< 1\38-12 2' x 4' Ceiling Panel 1138-3 QC Sample Asbestos Content None Detected -Drywall Material None Detected -lointCompoued None Derected -Texture None Detected -Ceiling
Tile None Detected-loint Compoued None Detected-Texture None Deteoted-Wall Cove
ring Steve Moody Micro Servic6, Inc. Bulk Asbestos Analysis Sheet I_TD=H"L",i==,-,N<>="3"'0-0084="-______-"EP"'A=-.w CPR, CIL I, PI. 763, SubpL F, "A NVLAP Lab No. 102056 Client: ETI
Emrironmen1a1 Services Project: Project' : 15113 Surveyor Blvd. NoIPrtwided Lab lobi!: x1B-12300 Client Sample Description: Wall _rial Layer 1 Drywall Material 1'Jq>/trea1tn"" : mechanical
!IeJI<Kdon Layer 2 OW Paper Facing Layer 3 Tex1ure Prep/IreaImeot: medlank;al_ration 􀁉􀁾􀀠Somp1e #: 1138-1 Page 1 of1 􀁾􀀭􀀭􀀭􀀭􀀢􀀢􀀭􀀢􀀢􀀭􀀢􀀭􀀢􀀭􀀢􀀭􀀢􀀠AsbesIoo ConIen!: None Detected
As_Con.... " None Detected Analyst : Steve Moody Dale AnaI}'2I:d: 11117/01 Lab lobi! : x1B-12300 ISumple#: 113S-1 
Sieve Moody Micro &111;= Inc. Bulk Asbestos Analysis Sheet TDH LitcISC No. 3Q.OO84 EPAMethod40CfR,Cb.I.Pt 􀀷􀀶􀀳􀁾􀁦􀀮􀁁􀁰􀁰􀀮􀁁􀀠􀁾􀁬􀀺􀀮􀁡􀁢􀁎􀁯􀀮􀁉􀀰􀀲􀁾􀀠Qient: Ell EnvIronmenlal
SeMces Project : 15113 Surveyor Blvd. Project' : _Provided LabJob# : x18-12300 Sample': 1135-2 C.fien! Sample Descriptio. : 'Z ,,4' Ceiling Panel Page 1 of1 Layer I Ceiling Tile r.......·T
= I T_ 􀁲􀁏􀁏􀁬􀁏􀁾􀀧􀁉􀀥􀁾􀁾􀁲􀁁􀁳􀁾􀁲􀁯􀁾􀀺􀁮􀀴fibrousUgbtGmy .. PLM Examination 􀁾􀀭􀀭􀁾􀀠I CDIo\" ......<1 .Peq>codicula>Extinction Sign of % +/IPI_"'" Ref Index Rc£ Index Biref
..􀁾Elo_1Iu__ 71 IiIIbOno : -_ Wool FIbers 1 Rods 0 􀁾􀀠􀁾􀀠a""",,_ ..􀁾.. 0 --------_..PrepI_:-......-.. _eoo_: None DeIected ----------------------------.: Stew Moody AidComments:
i Analyst: : Dale Analyzed : 111171111 I Lablob#: x1B-l23DO ISample#: 1135-2 
Sfeve Moot:fy Micro SUvices. Inc. Bulk Asbeslx>s Analysis Sheet !-,TD=H",U",'""""""""N",o,-,3"'o.oo84""""-______-"EP"'A"Mdbod""'''''''''Yl CFR, at. 1, Pt. 163, Subpt. 􀁆􀀬􀀮􀁾􀀮______-"NV'!.LAP""'"La
b=No.""I."O"'20"'56"l I ;Clienl: Ell EnvIronmental Servi..... Project: 15113 Su.....,..,r Blvd. Projecl# : Not Provided Lab JobII: x18-12311O Sample # : 113S03 ! C,Henl Sample Description
: _,_on Tape & Bedding _rial onS_ ..__..__.. ___􀁐􀁡􀀮􀀮􀀺􀁧􀀽􀀭􀁥􀁟􀀧􀁾􀀱􀀠I-.._---.. Layer I Drywan Material Stacosoopie Exam 􀁾􀁾􀁟􀀢􀀧􀀧􀀭􀁟􀀭􀁦__􀀭􀀻􀁔􀁩􀀧􀁩􀀺􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀭􀁟􀀭􀀧􀀧􀀧􀁾􀀽􀀻�
�􀀵􀀻􀀻􀀺􀀽􀀢􀂥􀀺􀀥􀀢􀀬􀁐􀀻􀁃􀀻􀀧􀁢􀁲􀁯􀀻􀀮􀀽􀁕􀁓􀀧􀀧􀁬􀁾􀀧􀀧􀀧􀀥􀀧􀀧􀀧􀁾􀁾􀀹􀁆􀂷􀀭􀀬􀀬􀁏􀁦􀀢􀀬􀁳􀀢􀀬􀁩􀁩􀁭􀀢􀀬􀁐􀀹􀀡I. m_ Blocky_ 􀁾􀀡􀀮􀁟􀀲􀁟.... [ NOT 85 􀁲􀁱JI PLM_ Layer 4 Texture
PamIId I Papendicular .. Exiinction Sign or I Rcl: !cdo< . Rei "'de< 􀁟􀀮􀁾􀀮􀁅􀁉􀁾􀁮􀀠o eolor 􀁟􀁾􀁾􀀠% +1M 􀁉􀁐􀁾􀀠lass Wool Flbem _ oseFibers ribbons h _CooIent: None_ Layer 2 OW
Paper I Tape Layer 3 Joint Compound 􀁾􀀢􀀧􀁴􀀺􀁭􀁟􀁬__ As"""'" Qlolent: None De_ 􀁦􀀭􀁣􀁯􀀭􀁭􀁭􀀭􀁥􀁮􀀭􀁴􀁳􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁩􀀭􀁾􀀭􀁁􀁮􀁡􀁉􀁹􀁺􀀮􀁥􀁤􀀭􀀺􀀠􀁾
􀀭􀀭􀁾􀀭􀀭􀁥􀀭􀁾􀀭􀀱􀀱􀀱􀀭􀀷􀀱􀁏􀀭􀀱􀁾􀂷􀂷􀀠1 LabJOOll: x18-12300 I􀁾􀁰􀁬􀁥􀀣􀀺􀀠113S-3 I 
Steve Moo4Y M'rcro Services, Inc. TDH 􀁌􀁩􀁾No. 3G-0084 Bulk Asbestos Analysis Sheet EPAMdhod",CFR.Ch.1 Pl763.Subot.F.AJm.A NVLAP Lab No. 102056 Client: Ell Environmental SerYices Project
: 15113 Surveyor Blvd. i Projcc\ # : Not Provided LabJobll: x1B-12300 ! 􀁃􀁾􀁥􀁮􀀡􀁓􀁡􀁭􀁰􀁉􀁥􀀠Description: 12" X 12" F100rl1lewilh Yellow Glue Sample # : 113&-4 Page 1 of1 Layer 1
Yellow Mastic 􀁾􀁥􀁮􀁴􀀺_Imelt Asbestos Coo.Ieot: None Detected Layer 2 FIoorlile 􀁾􀀺􀁟􀁉􀀭Layer 3 Yellow Mastic AsbesIosemll:nl: None Detected Layer 4 Brown Mastic 􀁾􀁉􀀠PLM Examination
􀀢􀀢􀁢􀀽􀁂􀀢􀀬􀁪􀀢􀀧􀁾􀀽􀀤􀀠􀁒􀀻􀁭􀁾􀀠􀁉􀁾􀁉􀀠􀁂􀀢􀁦􀁾􀁮􀀠􀁉􀁾􀁲___-,-1􀁾􀀬􀀭􀀬􀁍􀀬􀀬􀀭􀁩􀀱􀀭􀀱􀁟􀁾􀀠I 􀁉􀁾􀀠II 􀁾􀀺􀁟􀀯􀁭􀁥􀁬􀁴􀀠_em_: NoneDetected Commen",: 􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀠!
Analyst: Steve Moody , Date Analyzed : 11117101 /J/V LabJobtl: .18-12300 Sample/!: 113S-4 
Ell Emrironmenlal Selvk:es 15113 Surveyor Blvd. LobJo\I#: x1B-12300 Sample # : 1135-0 12" X 12" Floorlilewllh Yellow GI.... Page 1 of1 #: Not Provided Layer 1 Yellow Mastio Layer 2 Floor
Tile Lay..-3 Yellaw Mastic Layer 4 Brown Mastio 􀁾􀀺􀁟􀁬􀁭􀁥􀁉􀁴􀀠Asbestos ConIont: None De_ Asbestos Content: None Det8cIIId Comments : AruIIyst: Steve Moody Date AruIIyz<d : 11117101
Lob Jo\I#: x1B-12300 SlUIlpie #: 1138-6 
Steve Moody Micro Services, Inc. Bulk Asbestos AnaIyois SheetTn" 􀁾No. 3()'()o84. _______EP""A Method 40 􀁃􀁾􀀮􀀼􀀺􀁢􀀮􀀠I. PI. 763. S.!>I1!,,,F,,,.Aoo""'.c!A"-___ _ __..JNVLAi'"",,,,,,-..,Lab,,,,,,N
.,o.,..,I,,,02056,,,,,,'i Client, Ell Environmental s .... """" Project , 15113 SurveyorBlvd. Not_ Cl,ient Sample Description , Layer I Carpet PLM_. -Sample # , 11311-6 Carpet over 12"
x 12" Floor Tile with Vellow Glue COOY Papo:odiaolar SUcf I Signor 􀁾... %+/􀁾􀀢􀀢􀀧􀀢􀀠I Pleochroism Rd: Index Re[ Index Alom. 􀁅􀁾􀀡􀀠Flbeno III -I , looe-.. 1 -._L.... L Poo:p/ln:atmen"
􀁾􀀭􀀭Asbeskos Ceo..... , None Ile1BctJ!d -------------------------------------Layer 2 Yellow Mastic S_piI;Ilxam 􀁅􀁾􀁾􀀠I T"",,", 􀁨􀀺􀀺􀀿􀁉􀀥􀁾􀁾􀁾􀁏􀁦􀁾􀀺􀀴Rubbery PLM Examiooalion
% 1+1Color Pamlel iPetpcndicublr 􀁾􀀠Sisnof Comooocnls 1PI<o><:hroism Rot Index ! ReLlndex Biref An 􀁬􀁬􀁬􀁾􀀠Iue Billders 111Jq Nol>-fillrou& I I .. I Poo:p/ln:atmen' , _1melt Asbestos
Cooo!coot : NoneDeIooted -... ----------------------------------3 Floor Tile Stell' * ... Allijlie ExamI Cob' I T....... 􀁥􀂷􀀧􀁙􀀢􀁅􀁲􀀢􀀿􀁾􀁾􀁾􀁅􀁾􀀭􀁆􀁯􀁲􀁈Black -.. PLM Examlnation
􀁾􀁾􀀭􀁉􀁾􀀫􀀯􀀭􀁉􀀠Color _1 :"""""""""'" E:Wnctioo II Sign of M I Pleochroism: Ret: 10"'" Rer._ Biref Angle EI.,.;g.n..,I.. I .1_ hlgb... 1 e-.. 1'rep/lmoImcnt: _Imell As_Coootart:
None DeIooted ----------------------------4 Yellow Mastic 􀁓􀁾􀁥􀁬􀀡􀁊􀁡􀁯􀁭􀀠, Color T...... 􀁾...O_I%Fi_EAsbestos%;;r4I Vellow I ""htwy YESiND Nol<1 PLM_ Color I'anIlleI l'eqxadieolar'
-sisnor <;om% +1· 􀁾􀀠1Ret: III<lcx Ret:lndcx I Ill..r AIl.B!e -,I 1'rep/lmoImcnt; _1molt Comments: . Analyst: steve Moody 􀁲􀀺􀁉􀁾􀀠, DaleAnalyzed; 11117/01 /1' ' -------1 LabJobll,
,,113-12300 Sample#: 113s-G____________________L-____ 
. =.1"""_No. JO.<lOlI4 •Inc. 􀁒􀁐􀁁􀀢􀁾􀀠..􀁾. n.. 1. PI. 􀁗􀀮􀀧􀁾􀀮App. A NVLAP Lab No. 102056 Clim': Ell Environmental Services Project: 15113 Surveyor Blvd. : Not Provided LabJobll:
1<18-12300 Sampleil; 1138-7 Cli.., Sample Dcscriprion ; 2' x 4' Ceiling Panel Page 1 of1 Layer I CeinngTile Sttrecscopic Exam I Color I T_ 􀁾􀀧􀀢􀀢􀀻􀀧􀂷􀀢􀁴􀁾􀁉􀀥􀁾􀁲􀁯􀀻􀀺􀀻􀀭􀀧􀁾!:l!IhtGray
.. Fillrous -...." I , +/I "Color 􀁩􀁾􀀡􀀮􀀠Rd:1ndcx Oef AIl1.le 􀀢􀀮􀁓􀁩􀁧􀁮􀁾􀀠􀁾􀀠rIIIbons " Ih-I I I Prep/lmaInJmt; m_separation A-.s0>aIQlI; None DeIected I----------------􀁾􀀭􀀭􀀭􀀭􀀭---Co:mmen
ts : i Analyst; Steve Moody -dJVi Dale Analyzbd : 11/17101 I Lab JobII: x1B-12300 i, ,.: 1135-7 i 
15113 S...,..".,.. Blvd. NotP"Hlded Page 1 of1 LayI:r I Joint Compound LayI:r 2 DWTape 􀁾􀀺􀁟􀁉􀁩􀁣􀁡􀁉__ ..-0:I0m>t: _ Det••led 􀁾􀀺iuecbai.... i lalloli ..-0:I0m>t: 􀁟􀁾􀀠1135-8 ___________________
_______-.JJ 
I:;;''':, '" 􀀺􀁾􀀧􀀮􀀳􀁾􀀠Inc. ""A 􀁍􀀮􀀡􀀺􀁾􀁃􀁆􀁒􀀮􀁡􀀮􀀮􀁉􀀮􀁐􀁌􀀷􀀶􀀳􀀮􀁾􀀺􀀢􀁾􀀠A, A NVLAP Lab No. 102056 I • ,Cllent: En Enviromnenlal Services ! Project: 15113 S\lnII!YOrBlvd.
Projecti/; Not __ Lab Jobl!; ""8-12300 Sample#; 11_ : WallllalBrial Page 1 of1 Layer I Orywall Material I 􀁾..... 􀁾􀀠􀁾I .. 2 􀁌􀁾􀀠I 90 􀁾􀀠% 1+1· .. Co!", , :.:. 0;" I... Bm A<I8Ie
.:>iFOf . Rods 0 􀁾􀀽􀀮􀁳􀀠-high "" ___ AshcsIos Coorten<: None DeIecmd ---------------.. ----------------Layer 2 OW Paper Facing .,,I 􀁾􀀠T....,.. Tao Flbtous YES I100 NO I 5 p" I 􀁉􀁾􀀫􀁉􀀭􀁉􀀠I
􀀮􀁾􀀠R:::" I 1M"'" IBi",r -i .Signor I .......... I I high I 􀁾􀀺􀁟􀁥􀁡􀁬__ AsbcsIosCoat<:m: None DebK:lDd -------------------.---------Layer 3 Texture 􀁾􀀠........ I NO II Blocky YES
NO I 5 I􀁾􀁾􀀻􀁦􀀭.CoI<r< 􀁾􀀠I-I Angle I· Signor !'BInders 􀁾􀁴􀀺mechanleal &epQldon Asbestos Contart: None DeIected ----􀁾􀀠------.-----􀁾􀀠----------CornmenlS : I Analpt: Steve Moody
/frVDale AnaIy.red : 11M7/o1 Labjobl!: x18-12300 ISampleil: 113!i-!l F· 
. Steve MDon. M"""" , Inc. R"lk. .n.. I. ", .,-. :.:!.""!, .,􀀱􀁄􀁈􀀭􀁾􀀠,,31).0084 .",. • . 102056 Clien. : Ell Envlranmental SeI.ices Project: 15113 SUrveyor Blvd. Project# : Not ProvIded
LabJobil : ,,111-12300 Sampl.#: 1138-10 Clienl Sample Description : Wall Ma1erial Page 1 of1 Layer 1 Drywall Material FE" I T...... 􀁲􀀢􀀢􀀢􀁙􀁗􀁾􀁾􀀥􀀧􀁾􀁾􀁁􀁩􀁾􀁾􀁬􀁏􀁴􀁲􀀺􀀢􀁬􀁾1IIcIc:Itl..
PLM Examination Colo< _lei 􀀺􀁾􀁾Extinc:<i<m Signor%+II-Ref: IruIco< ' Ref: ., J\ili!l. Flo........ """_FibeIs -... IBi_ S! -... PropI_t: _seperaIion _ """""': NoneDetocled f--􀀭􀀭􀀭􀀮􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭-----Laycr2 OW Paper Facing :Eum Colo< I 􀁾􀀠􀁾􀁉􀀠PLM Tan 5 􀁾􀀠• % 1+1-1 II"0>1", :om:.. r􀁄􀁾􀀢􀀧􀀮􀀢􀀠'1 Biref
1 AMIc I_sign 0' : 1II1II I -hIIIII..... I 􀁐􀁮􀀧􀀮􀁰􀁉􀁾􀁛􀀺􀀠nteehankalsaperatlon Asbestos """""': None Detocled f----------------------􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭Layer 3 Texture -􀁾􀀬􀁾􀀠I
􀁾I I 5 PLM Examinationb 􀁾􀁾􀀠1 􀁾􀀫􀁉􀀢􀁉􀀠1 Colo< 1 􀁾􀁉􀁾􀁭􀀺􀀡􀁡􀁲􀁬􀀠...􀁾􀁩􀁴􀁤􀀠I· 􀁾􀁉􀁾􀁉MOI1>boIooY I PIrocluoism =1101Tolc I BindeIS -Prop/beaInIenI: mechanical_ration AsbesUJs
Conoen.: None Detocled f------------------------------! CommenIS: Analyst : Stay. Moody JdtVnot, : 11117101 LabJobfI: x1B-12300 ISample.: 1138.-10 ,.. 
Steve Moa4y Mkro Services. Inc. Bulle Asbestos Analysis Sheet j-'m"'H"'u.:.nse"""""''''No.".."34HlO84==-_____---'EP''''''1I..,,,-''''''''''4'''O''''''''-'Clli..b.k!'L 􀀱􀀶􀀳􀀮􀁾􀁵􀁢􀁯􀀡􀀬􀀠F.
App, A , Client: En EnvironmenlaJ Services N\ILAP lab No, U)2056 Project : 15113 Surwyor Blvd. : _Provided LabJoW: x1B-12300 Sampleil: 1135-11 : Wall Material on T_& Bedding _rialon
Sheetrock Page 1 of1 . Layer I Drywall Material .'" 􀁾􀀠􀁾􀀠-CT I 􀁾􀁉􀀠I1.. 2 85 􀁾􀀠% 1+1"Color , 􀁾􀁉􀂷􀀻􀀢􀀧􀀢􀀠I 􀁂􀁾􀀠Augle 􀀮􀀬􀁓􀁩􀁪􀁰􀁉􀁾􀁦􀀠􀁾98 􀁾􀀺m_oeparaIIQn Asb<sIm c.a.....:
None Detected 􀁉􀀭􀁾􀀢􀀭􀁾􀀭------------􀁾􀀠--------_ .. Layer 2 DW Paper I Tape I 􀁾􀀠􀁾􀀠􀁾5 i 􀁾􀀠",1",.1 ..COIOr , 􀁾􀁴􀀡􀀮􀁉􀂷􀁊􀀧􀂷􀀠1:: Augle 􀁟􀁓􀁩􀁧􀁮􀁾􀁦􀀠11Qq riIIIIons PrcpI_':
_sependlOfI .......... ContonI: None DeIecIed f-----------------------Layer 3 Join! Compound ! Color I 􀁾􀀠􀁾I ND jPl,M 1 -liD ... I 5 " % 1+1􀀬􀀮􀁾􀀠􀁾􀁴􀀡􀀮􀀱􀀠.;..-,. BiTeI' Aum _s.gn.,..
i """"'"lTaIC 11Il.-s 1Qq 􀁾􀀬􀀺-oeparaIIQn _eon"",: None DeIecIed f----􀁾􀀭􀁾􀀠-----􀀮􀁾􀀮􀀠--􀁾􀀠.------􀁾􀀭----Layer 4 Texture I 􀁾􀀠I T..... 􀁾􀀠􀁾􀀠-I ND ...I 5 ... c I 􀁩􀁾􀀫􀀱􀀭􀀱􀀠1
Color ····:.:.1 R<f. -I BiTeI' I ..Au"'• 1􀁾􀁓􀁩􀁧􀁮􀀿􀀬􀁦􀀠c:aJcHD1TalC1_ 􀁾􀀺􀀭...,,",-, _Conlon!: None Detected f-------------.-----------'CoIll1DCl11s : i Analyst: Steve Moody .fIJ-I
Date Analyzed : 11117101 i I Lab JoW: x1B-12300 ISample #: 1135-11 ,... 
Steve Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet lDH Ucense No. 30-0084 EPA Mdhod 4OCFR. a.. I PI. 763 Subot.F.Am>.A NVl..AP Lab No. 102056 Client: En Environmental Services
Project : 15113 Surveyor Blvd. Project # : Not Provided Lablob# : x1B-12300 Sample # : 1135-12 Client Sample Description: 2' x 4' Ceiling Panel Page 1 of1 Layer I Ceiling TIle Slcrcoscopic
Exam I Col", I T...... 􀁲􀀺􀀽􀀽􀀿􀁉􀀥􀁆􀀺􀁲􀁯􀁷􀁲􀁩􀁴􀁦􀂰􀁾􀀺􀀬􀁰􀁬􀁪UghtGloy I fibrous PLM Examination Colo, PmalleI Pcrpc:ndicular Exlinction Sign of Compooeols 􀁾􀀠+1M I Pleochroism
Ref. ladex Ret ladex Diref Aogle EIoogatioo 􀁾􀁬􀁬􀁵􀁬􀁯􀁳􀁥􀀠Fibers ribbons high "".."" Wool Fibers -0-2( Glass Foam 0 ...............: mechanical separation Asbestos Content : None
Detected -------------------------------------Comments: Analyst : Steve Moody J!f-Date Analyzed : 11/17/01 Lab lob#: x1B-12300 ISample #: 1135-12 ... 
Client: QC SAMPLES Sample # : x1B-12300*113S-8 Sample Analysis : Lay.:r I Joint Compound Layer 2 DWTape Layer 3 Texture Prep/Orealmmt: mechanlcol 􀁾􀀠_Comeot: None Detected _ Cootl:n.:
None Detected Analyst: Robert W. Miracle Dale: 111l7l01 x1B-12300*113S-8 f! I F 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 2'19-9151 November 15, 2001 Steve Moody Micro services, Inc. 1510 Randolph, suite 602 Carrollton, Texas 75006
Re: PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF SAMPLE SAMPLES DATE BUILDING NAME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 109S-1 thru 109S-12 12 11-14-01 15111 Surveyor Blvd. 111S-1 thru 111S-12 12 11-14-01
15113 Surveyor Blvd. 113S-1 thru 113S-12 15 11-14-01 15115 Surveyor Blvd. 115S-1 thru l15S-l5 Addison, Texas Please list numerically on report from last digit(s) of sample #. Please
submit quality control results with final report. Please sign and return one copy, keep the other copy for your records. Thank You. VICES STEVE MOODY MICRO SERVICES, INC. 􀁾􀀱􀀢􀀠()
,It.vEddie aw ece1ver's Signature II'/(r ({l 8.-/ju 0...Date Asbestos Consultant po 
-PLMREPORT S_Moody Micro Services. Inc. NVLAP Lab No, 1020S6 1510 Randolph, Suite 602 roH License No. 􀀳􀁾􀀠 Carrollton, Texas 75006 (972) 446-9482 PATID# 101577 􀁲􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭-------
---􀀭􀁾􀀭􀀭􀀭􀁟􀁬􀀠Client: en Environmental Services Lab Job No.: xl 8-12301 Project : 15115 Surveyor Blvd. Report Date; 11/1712001 Project # : Not Provided Sample Date: 11/1412001 Identification:
Asbestos, Bulk Sample Analysis Test Method: Polarized Light Microsoopy 1Dispersion Staining (PlMIDS) EPA MeU10d 40 CFR. Ch. 1, Pt 763, Subpt F. App. A Page I of 3 OnII1l6lO1...gh_11S)
__"""I'Ics ....._byEddicT...ofE11 __fof_omaIysisbyPLMiDS.Copi",ofthe Iab __... __maybe_u....in. Thc...wt. ... ___􀁾􀀠Sample N_ Client Sample Desoription I Location 1158-1 Wall Material
1158-2 WaIl Material 1158-3 Wall Material 1158-4 Wall Maletial on Tape and Bedding Material on Sheetrock 1158-5 Wall Material 1158-6 WaIl Material on Tape and Beddign Material on Sheetrock
1158-7 Wan Material on Tape and Bedding Material on Sheetrock 1158-8 8 Wall Material 1158-9 Carpet Mastic over 12"" 12" Flooc Tile wiIh Yellow Glue Asbestos Content None Detected -Drywall
Material None Dete<:ted -Texture None Detocted -Drywall Material None Detected -Texture None Detected -Drywall Material None Detected -Texture None Detected -Drywall Material None Detected
-Joint Compound None Detected -Texture None Detocted -Drywall Material None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Joint Compoand
None Detected -Texture None Dete<:ted -DoywaII Material None Dete<:ted -Joint Compound None Detected -Texture None Detected -Drywall Material None Detected -Texture None Detected • Y.llow
Mastic . None Dete<:ted • Floor Tile i None Detected -Yellow Mastic 
-Sieve Moody Micro Services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 (972) 446-9482 PLMREPORT NVLAP Lab No. 1020S6 IDH License No. 30-!l084 PATID# 102577 Client : Proj..,t:
ETI Environmental Services 15115 Surveyor Blvd. Proj..,t # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis Test Method: Polarized Ught Micrnsoopy
1 Dispersion Staining (PlMIOS) EPA Me1hod 40 CFR, Ch. 1, pt 763, Subpt. F, App. A Lab Job No.:x1B-12301 Report Dete: 11/1712001 Page 20f3 On 􀀱􀀱􀀱􀁉􀀶􀀯􀀰􀀱􀀬􀁾(l8l __sampIos ....._by_TawofETI__...
,..._anaI»isbyPLMiDS.Cop;esofthelah __􀀬􀀬􀀢􀀬􀁾__maybc __The_,,",_beIow: Sample Nwnber Client Sample Description 1Location Asbestos Content 1158-10 12" x 12" Floor Tile with Yellow
Glue None Detected -Yellow Mastic None Detected -Floor Tile None Detected -Yellow Mastic IIS8-lI 12" x 12" Floor Tile with YeUowGlue None Datected -Floor Tile None Datected -Yellow Mastic
I\SS-12 2'''4'CeilingPanel None Detected • Ceiling Tile I\SS-13 2'" 4' Ceiling Panel None Detected • Ceiling Tile lIS8-14 2'" 4' Ceiling Panel None Detected -Ceiling Tile IIS8-15 Tape
and Bedding Material OD Sheetrock, Warehouse None Detected • Drywall Material None Detected • Joint Compnnnd None De!e<>ted -T_ 1158-16 RoofFlasbing Material None Detected -Silver Paint
None Detected -Roofing Membmne None Detected -Roofiog Tar None Detected -Underluyment II 58-17 Roofing Material None Detected • Roofmg Membrane None Detected -Underlayment 1158-18 RoofFlashingMateria
l None Detected -Roofing Membrane None Detected -Roofing Tar None Detected -Underlayment 1158-3 QC Sample None Detected-Drywall Material None Deleeted-T_ !l58-13 QC Sample None Detected-Ceiling
Tile .... 
PLMREPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph. Suite 602 lDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-,9482 PATlDs 102577 Client: Ell Environmental
SeMces Lab Job No.: x18-12301 Project : 15115 Surveyor Blvd. ReportDate: 11/1712001 Project #: Not Provided Sample Date: 11/1412001 : Identification: Asbestos, Bulk Sample Analysis i
Test Mediad: Polarized Light Microscopy I DIspersion Staining (PlMlDS) ! EPA Method 40 CFR, Ch. 1, PI. 763. Subpt F, App. A Page 30f3 OnIIlIIillJI,eigb_(!8) __samples __byEdd.,'awofETIE"nviro__for_an
alysisbyPLMIDS. Cop", ofthe lab __....1IIIlI<hed;_irlllwmaIiao_ bcfi>lmd1bcrein. The.....ns...___ Sample Number AsbesWs ContentClieot Sample Deo<:ription I Location I"" 
If CIi<t1l : Project : 15115 SW'YI!)'or Blvd. Not ProvkIed Lab Job#: 1d13-12301 wall MaImIaI Layer I DrywaU Material 1'Iep/In:aImc:m: --Layer 2 DW Paper Facing 1'Iep/In:aImc:m: ---Layer
3 Texture CoounenI5 : Sample': 115S-1 Page 1 of1 􀁟􀁾􀀺None DeIa<:ted Asbestos eon..... : None DeIa<:ted Analyst: Steve Moody Date Analyzod : 11M7101 I,...· 
IF .A NVLAP Lab No. 102<)56 Client: Project : 15115 Surveyor Blvd. ProjectN: Lab lobi;!: ><18-12301 Sample#: 1155-2 Client Sample 􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁾•• : Wall Material Page 1 of 1 SIeve
Moody Micro Services. Inc. rlD"""H",1",iteos"""o",N",oc;.3",().0084""",,-__􀁾􀀠􀀮􀁾__ 􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀠􀁾I Drywall Material I Layer
2 DW Paper FaCing -PLM Examination /􀁾􀀠_eon_: None DeIected 􀀯􀁾􀁾􀁡􀁲􀀯􀀠􀀽􀀫􀁾/:..!/Layer 3 Texture Comments: I Analyst: Steve Moody I DaWAnalyzod: 11MTI01 I LabJobl: x1B-12301 ISample
# : 1158-2 I"" 
.--VlCf",.lnc. Client: Ell Environmental SeMces Project: 15115 Surveyor Blvd. Projecl# : Not I'roYIded Lab Job#: Client Sample Description: Wall Material Layer I Drywall Material PLMExamimWon
% +/181_ LIIY<r 2 INV Paper Facing % +/. LIIY<r 3 Texture PLM Examination Prep/tn:IItmeot: mechanical separation Cnmmaus: x1B-12301 Sample#: 115S'3 I _CooImI.: None Det8cb!d Color 1-.,.Coob:nt:
None Detected Analyst : Steve Moody 11f171ll1 Lab Job#: x1lJ..12301 Somplef: Page 1 of1 Signor Elm 1158-3 I,.. 
Project # : Client Sample Description: Inc. Ell Emrironmen1al Services 15115 Surveyor Blvd. Not ProvIded Lab 100II: x1B-12301 Sample # : 1158-4 Wall MatmiaI on Tape and Bedding Material
on Shoetmck Page 1 of1 Layer I Drywall Material Layer 2 OW Paper I Tape LaY'" 3 Joint Compound I'Iq>/Irealmcnl: mechanical separation Layer 4 Texture Pu:pf!lI::atmeut: mercIIank:aI separation
Asbestos Com<m: None De1m:ted AsbesIDsC<m!m!: None De1m:ted Asbestos ConIcm: None De1m:ted Crunmenls : Analyst: Steve Moody 􀁾􀁁􀁮􀁡􀁉􀁹􀁺􀁥􀁤􀀺􀀠11117IV1 Lab Job#: x1B-12301 Sample
#: 1155-4 I"'" , 
Client: Ell Environmental Serrices 15115 Surveyor Blvd. Not Provided Lab Jobl: ,,111-12301 Wall_rial Layer I Drywall Material Layer 2 OW Paper Facing Layer 3 Texture PlMElwninalion Prep'bcatmcn'
: mechanlcal __n Layer 4 Textured Paint 􀁾􀀺􀁟􀁬􀁭􀁥􀁉􀁴􀀠Comments : Somplel: 1155-5 _ ConII:nt: None DeIIIcIed _ eon.:.t: None DeIIIcIed Analyst : Steve Moody Da!eAnalyzod: 11117101
Lab Jobl: ,,18-12381 Page 1 of 1 ; 1155-5 :JiP ' 
_Inc. Bulk. mn ••􀁩􀁾􀁾􀀠-,. ,3fl.OO84 EPA ...... 􀀬􀀬􀁾􀀻􀁾􀁾􀂷􀁾􀁾􀁾􀀬􀁁􀁮•. A 􀀬􀁾􀀠.102056 Client: Ell Environmental Services I'rojeot : 15115 Stmleyor Blvd. Projeall : Not Provided
Uob lobi!: x1B-12301 Sample. : 1158-6 Client Sample Description : Wall Malsrlal on Tape and Beddlgo _,on S_ Page 1 of1 Layer) Drywall Male!ial 1 CI 􀁾􀀺􀀢􀀳􀀠ll: 85I --PLMIlxmninaOooJ
Color -P<>pendi....... Extinction Signor . CoaIs::r 􀀡􀁬􀁾􀀠% +1MorpboIogy 1 Pleochrcism Rt£ lndct Rd. """" l!iref AogI, Elongation i FIbers -hi!lh_/B-... .. --PrepItreaImart: -""""-_eoru..t:
None DeIecIBd 1------------------------------Layer 2 OW Paper I Tape s""""""",,..... I Color I T..... 􀁉􀀡􀁾􀁩..􀁾􀀺􀀬􀀭􀁾􀁾􀁉􀁾􀁯􀁲􀁾􀁡􀁭􀁥􀀡􀁾Tan/wtti:t& -PLM Bumin.mon lk>oeC:" I􀁾􀁩􀀱􀀭􀀱􀀠I
Color 􀁉􀀺􀀺􀀺􀀧􀁝􀁾􀁾􀁉􀀠=1 Extinction IE:::!·IM_ J_ Mol,-.. 􀁾􀀺􀁭􀁥􀁥____n _Cootem: None DeIecIBd f-----.----... --􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠--------------Layer 3 Joint Compound SI=osropic
..... r--.... Color I T...... 􀁅􀁾􀀿􀁉􀀥􀁾􀁾􀁲􀁾􀁲􀁯􀁦􀁾􀁵􀁭􀁰􀁬􀁪-...Blocky PLMExmnination 􀀶􀀮􀁥􀀯􀁾􀀠I􀁾􀁩􀀱􀀭􀀱􀀠I Color 􀁬􀁾􀁪􀁾􀀱BUd IPJUinction 􀁉􀁾􀁉_l\Y I PkAx:hroism Mol. Non-fIbrous
􀁾􀀺􀁭􀁥􀁣􀁨􀁡􀁮􀁬􀁣􀁡􀁬__ _eon"",,: None Detected 1-----------.------------Layer 4 Texture i Stereoscopic Exam E Color I T...... 􀁩􀁈􀁾􀀿􀁉􀀥􀁾􀁄􀁲􀁯􀁵􀁳􀁴􀀢􀁾􀁾􀁴􀁯􀁩􀁒􀁉White BlocIo:y
PLMi . % 1+/.1 􀁾􀀠JlCoIo< . 􀁾Retlodcx Bm 1 Angle _siglIo.r Cak:Ite I Talc, 11011 1 PrepItreaImart: meehaJtI4;aI .......-. _eo.-: None Detected 1-----------------------------CoTltlllellls
: Analyst : steve Moody dJDate AnaJy;ocd : 11/17101 Uob lobll: x1B-12301 : 1158-6 I"" • 
Ii Client: En Em/i",nmenlal Services. Project ; 15115 Surveyor Blvd. Lab Jobl" xi8-12301 Sample # : 1155-7 WaD _rialon Tape and Bedding _ on Sheetrock Page 1 of1 Layer 1 Drywall Material
,: Hot_eel 􀁾􀁴􀀺",••bo"l"olseporation Layer 2 OW Paper 1Tape 􀁾􀁉􀀺___' Layer 3 Joint Compound """"'" eo..... ; None Defllcted Layer 4 Texture 􀁟􀁾􀀺None DeflIctedPrepIuomnc:nt : mecltanlcalseparatl
on Analyst : steve Moody DaI< Analyzed : 11117101 LabJob#: x1B-12301 : 115S·7 I,.... • 
Inc. Ctient: ETI Environmental Serorices P"!iect : Projectil : 15115 SurveyorBMI. Not ProvIded LabJob#: x1B-12301 Client Sample Description: Wall MaI8liaI Layer 1 Drywall Material Layer
2 OW Paper Facing PLMExam_ 􀁾􀀺􀀭􀀭􀁳􀁥􀁰􀁯􀀭Layer 3 Texture Comments: Sample II: 􀀱􀀱􀁾􀀠1of1 .......... C<Jn!att: None DeII!ctled Analyst : steve Moody IlaIeAnalyzed: 11117/01 LabJob#:
x1B-12301 . 1158-8 I,..... • 
------------:J Steve Moody Micro Services, Inc. Bulk Asbcs1Ds 􀁾􀁩􀁳Sheet mHLi=No.JO.OO84. ____-"""'El'AMtthod40 ClLIPt.763S F .A NVLi\PI..abNo.I02056 Client; en Environmental ServIces
. Proja:t: 15115 Surveyor Blvd, Sample # : 115$.9 Carpet Mastic Oller 12""12" Aoor TIle with Yellow Glue Page 1 of1 1"<:xI1ue 􀁲􀁾􀀮􀁾􀁉􀁾􀁆􀀺􀁏􀁦􀁏􀁕􀀤􀁲􀁾􀁲􀁯􀁦􀀺􀁭􀀱RUbbery I􀁒􀁥􀁾􀁭􀀡􀀮􀁉􀁾􀁭􀀺􀀮
􀁭􀁬􀀠IExtinctioII • Signor I 1-8iref -... IEloogatioo .... JIsbostos CmIent: None Detected Proja:t# : NotPn:M_ LabIob# : x18-12301 ClientSample Dcscriplion : .. ...􀁾􀀠Layer I Yellow
Mastic S!en:osc:opi< Exam I I ... C0I..Yellow f"Ud Examination Color _.....􀁢􀁵􀁥􀁂􀁩􀁮􀁾􀀺􀁲􀀡􀁬􀀡􀀧􀀡􀁬􀁓􀀠􀀱􀁾􀁩􀀱􀀭􀀱􀀠INon-liIJroas 􀀭􀁾􀁾􀀠PrepI-.t: _Imolt I-------.-----------------􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Laya2 Floor Tile Stamsoopic Exam Color T...... Tan Hard mmMES'tF:rLr':""'jOfM..........-PlM I I .CoIor JIJlgte ,-Sign 􀁾􀁦I I%Iii-I I I􀁒􀁥􀁾􀁾􀀠I· Re( Index 'I Diref
I 1-11011 I I I hlnh I I Prep/In:almeot : _,melt _Qdcnt: NoneDetected NoneDetected 1-------------------------------------Layer 3 Yellow Mastic T...... 􀁲􀁾􀁾v._ 􀁾􀁟􀀺􀀢􀀢􀁉􀀥􀁾􀁾􀁾􀁾􀁾􀁾􀁏􀁦􀁾􀀲􀁾1'
«IbI>ety..... Pl.M Examination Color I I PamlId 1PaJ>md-1 I -LSignorI CompcmcntS i % 1+/-1 M I 􀁉􀁾􀁩􀀮􀁳􀁭􀀠Rei lndox Ref. Index BUer .........i\n.J!!L..... . Glue BindefS I 1011 Non-IIbrous
I I .. I I 1 􀁾􀁴􀀺􀁟􀀯􀁭􀁥􀁉􀁴􀀠JIsbostosContmt: None Detected '-----------------------C<JmnieIlI> : Analyst: Steve Moody Ji/r-JDate Anal""" : 11117/01 Lab lob#: x1B-12301 ISampld :
115So$ I 
Steve Moody MlCI'o Services, Inc. Bulk Asbestos Analysis Sheet 􀀮􀁬􀁄􀀽􀁈􀁾􀁌􀀮􀁩􀁾􀂷􀀽􀀽􀀢􀁎􀀢􀀬􀀮􀀢􀀢􀀮􀀳􀀢􀁯􀀮􀁯􀁯􀀦􀀴􀀽􀀽􀀭______-"EP",:A=M",..",􀀢􀀢􀀬􀀴􀀰􀀬􀀬􀁃􀁆􀁒􀀬􀁃􀁨􀀮􀁉􀀮􀁐􀁬􀀷􀀶􀀳􀀬􀁓􀀼􀁉
􀁢􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀂣􀁬􀁁􀁾______-"NVLAP=",-,I$=No=-."1!)2()"",,S6"l.... Ell EmIi__1Senrices ! Client: Project : 15115 SUrveyor Blvd. Project# : Not Provided Lab Jobl#: ><18-12301 Samplc#:
115&-10 I 􀁾Client s...ple Dcsaiplioo: 12" x 12" FIoorTil& with Yellow Glue _________________ Layer I Yellow Mastic I 1'repItreaImen!: _Imelt _c..-t: None Detected layer 2 Roor Tile
1'repItreaImen!: _,matt _ Cootent: None Detected layer 3 Yenow Mastic _ Cootcnt: None Detected f-------...􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁟􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭, Comments: Analyst: Steve Moody
Ad'DaleAnal)'7.Od: 11/17101____J_11';v LabJob#: x1B-12301 Sample': 1155-10 !,.... • 
ETI Environmental Servi.... 15115 Surveyor Blvd. Projcctil : NolProvi_ LabJobII: x1B-1231l1 Sample,; 1158-11 Client Sample Desaiption : 12" x 12" Floor TIle with Yell_ Glue Page 1 af1
Layer I Floor Tile _CooIm,: None De_ Layer 2 Yellow Mastic PLM_ "'b:=....=... 􀀽􀁂􀁢􀀽􀁾􀀽􀀤􀀽􀀭___LI􀁾􀁯􀀽􀁗􀀢􀀧􀀭􀀫􀁉􀀧􀀭􀀧􀀭􀁉􀀧􀀭􀀢􀁾􀀽􀀡􀀡􀁝􀀡􀁨􀁯􀁬􀁯􀁧􀁹􀀽􀀢􀀧􀀭􀀮􀀮􀁌􀁟􀁉􀁟􀀭􀁟􀁃􀀢􀀺􀀾􀁬􀁯􀁲􀁟
􀀭􀁟􀂷􀁟􀂷􀁟􀁌􀁉􀁟􀀺􀀭􀁟􀁬􀁄􀁤􀁣􀁸􀁟􀀮􀀮􀁌􀁉􀁾􀁟􀁒􀀼􀂣􀁟􀀧􀁟􀀡􀀺􀀮􀁟􀁴􀁟􀀦􀁴􀁌􀁉􀁟􀁾􀁲􀁥􀁦􀁬􀁟􀁅􀁸􀁟􀀡􀁷􀁟􀀧.....􀁾__􀁉􀁐􀁊􀁟􀁾􀁩􀁧􀁮􀁟􀁦􀁬􀀡􀁉􀁬􀁟􀁾􀀢􀀧􀀭􀀬􀀱􀀠_ Contt:nt: None DeIected
COmments: AnaI)'llt: Steve Moody DaleAnaly>lld; 11M7J01 LabJobII: x1B-12301 Sample,; 1158-11 
--------If 81eve Mooqy Micro Services, Inc. Bulk Asbesros Analysis Sheet I TOH Li"""" No. 3o.<J084 EPA MedlOd40 CfR, Ch. 1,j'I:,}63, S"""".F",-""",,-."'A_______-"NVLAP""''''-''Lab''''-!No'''''.1",02"
,05,,6'1 : Client: Ell ErMronmenial Se",""", Project : 15115 SUrveyor Blvd. Project # : Not Provided Lab JobII: x1S-12301 Swnpleil: 1158-12 CHen. Sample Description: 2' x 4' Cem"! Panel
Page 1 of1 Layer I CeiHngTIIe Stereoscopic Exam Col", T_I I 􀁾􀀠􀁦􀁪􀀧􀁴􀀢􀁉􀀥􀁆􀀽􀀭􀁲􀀢􀀺􀀬􀀬􀀬􀁲􀁏􀁾􀁾􀁾I.IgI!t GnIy PLM Examination % Color ···Signor]PerpendicularPamIlc/Extinction
+/Rot 1mb: Rotlrulex Bire! 􀁅􀁬􀁾M ,...􀁾An""'~-high50 ribbons iJ 0 .._----_....tfr'aeI Vl(OOI FlI>ots 0Glass Foam -_ Comem: None _ 1'RpItremncnt:--------------------------------IAnalyst:
Steve Moody . Date Analyzed: 11117101 
Steve Moody Micro Services, Jnc. Bulk Asbestos Analysis Sheet TOH Lfcc:nsc No. 30-0084 EPAMeIhod40CFR. Ch.1 PL 763 SuboLF.Ano. A NVLAP Lab N" 102056... Client: En Environmental Services
IProject : 15115 Surveyor Blvd. ProjectS: Nol Provided Lab JoM: xlB-12301 Sample' : 1155-13 Client Sample Descrlption : 2' ,,4' CeiUng Panel P_1of1 Layer I Ceiling Tile I 􀁾􀀠I 􀁾􀀠􀁾i80IND
>.fSamoIO I I 100 PLM Examination Cclor Iim!11cI 􀁾􀀠Extinction SignorCom_ % #1_ Ro£ Inde>t Ref: 1nde>t BiR!' AD';. E[...,..non 􀁾􀀭􀀭􀁾􀀠ribbons higll1IiI/nom__ Rods 0 PeriiID 21 Glass
Foam 0 􀁾􀀺􀁟􀁬􀁣􀁡􀁉__ _Conlcnt: None DeIected -..,' -----------------------------CornroenIS : Analyst : steveMaody foJDate Analyzed : 11117/01 LabJobII: x1B-12301 ISamplei!: 1158-13
iF • 
" Sieve Moody Micro Servicu. Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Mahod 40 Ch.l PI. 763 􀁆􀀬􀀮􀁾􀀠____􀁾􀀮_ _'N""VLAP".. Lab No. 102056 Client: Ell Environmental
Services Project ; 15115Surveyor Blvd. : Project # : NotProvided LabJobfl: x18-1231)1 Sample # : 115S-14 ,Client Sample Description: 2' X4' CeiUng Panel Page 1 of1 Layerl Ceiling Tile
St.crtosoopic Exam I Qjfor I T"","" 􀀱􀀮􀁉􀁧􀁢􀁴􀁾􀀠.. -PLM Examination Col", -􀀬􀁾􀀠<::om% +/. /P-'" Re£1nde:< f1ben; ..􀁾􀀠-􀁾􀁬􀁎􀁯􀁯􀁉􀀭Rods I 2 .... Glass Foam I 􀁾􀀺􀀭......-.
_Con!aIt: 􀁾􀁾􀁹􀀧􀁆􀀺􀀧􀁟􀁾􀁁􀁳􀀺􀁴􀀰􀁾􀁾􀀠l'eIpendi<ulsr Extinction Signor: lW:lndex 8m An"" EI_i high 0 0 None_ r------------􀁾􀀠--------------i Comments; AnaI)'Ot : $teveMoody J1LOate
Analyzed : 11117101 i ! I ..-LahJobfl : x11J.12301 ISample # : 1155·14 I,.... • 
r Inc. Client: En Environmental Services Project : 15115 Surveyor Blvd. # : Not Provided Lab _: x1B-12301 Sample# : 115S-15 Sample DescripliDn : Tape and Bedding Material on Sheetrock,
WareIIouu Page 1 of1 Layer I Drywall Material ,,,.,,tn"WI.'": m___ Layer 2 OW Paper I Tape """,,-..nt: m_lseporaIfan Layer 3 Joint Compound _ eon_: None DetecIad Layer 4 Texture _Contmt:
None DetecIad Analyst : steve Moody DateAnaly2OO: 11/17101 LabJobli: :0:18-12301 115S-15 lr' ' 
Steve Maot(y MIcro Servlcts, Inc. Bulk Asbestos Analysis Sheet TOH LitenSe No. 3Q...0084 EPA Method 40 Ch. I 1'l,..!IS3"-",S"",,,F,,,,,,,,,,,.A"-______􀁾􀁎􀂣􀀡􀀮􀁖􀁬􀀮􀀮􀁁􀁐􀀡􀀡􀁤􀀺􀀽􀁌􀁡􀁬􀀾􀀡􀀡􀀡􀀡
􀀮􀀡􀁎􀁯􀀮􀀡􀀡􀀡􀀬􀁊􀁬􀀡􀀮􀀡􀀡􀀰􀀲􀀮􀀬􀀰􀁓􀀶􀀢􀀢􀁩􀀠Client: Ell EnvIronmental s..._ !Project: 15115 Surveror Blvd. Project # : Not ProvIded Lab JOO#: x1B-12381 Sample # : 1158-16 Clienl
Sample Descriptio. : Roof Flasbing _81 Page 1 of1 Layer I Silver Paint 􀁾􀀺􀁟􀀯􀁭􀁥􀁬􀁴􀀠Layer 2 Roofing Membrane Cmn IS %+1. MhO ......... -1 __ 􀁾􀁴􀀺heat/melt Layer 3 Roofing Tar
􀁾􀀺heat/melt Layer 4 Under1aymenl PLM_ Color PamIlel Papcndicular ExtinICtion Signof ' /Pleoebroism Ref. index Ref.lndc!c Sirel c ESoa _eom..,: None_ Color1􀁟􀁾􀀺􀁎􀁯􀁮􀁥􀁟􀀠_eam.nt:
None_ Signor -. 􀁾􀀢􀀢􀀢􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---I ! Commeots: Anal)'Sl ; Steve Moody S fJ"'v Da!eAnalyzed: 11/17/01 Lab JOO#; x1B-12301 Sampld: 115S·16 
I ::.;::, 􀁾􀀢􀀧􀀧􀀧􀀧􀀷􀁾􀀮􀁾􀁾􀁾􀀠Inc. Bulki􀁾CIL L Pt. 763.􀁾􀁾􀀡􀀺􀀧􀀻""A ',102056 Clienl: Ell EnvImnmental Services Project : 15115 Surveyor Blvd. Projeet# : Not Provided Lablobll:
lI1B--12301 SampleR: 1158-17 Cli",' Sample Description: Roofing Material Page 1 of1 Layer I Sand Layer ,. I Color T...... 􀁾II Hard ND 5 P!.M 􀁉􀁾􀀫􀀯􀀭􀁉􀀠Color I􀁒􀀼􀁾􀀢􀀺􀀢􀀠I Ret:
,. Bm An", Sign of I I I I Prep/In:aImenr: 􀁭􀁟􀁾􀀠-..sc.m.nt: None 0eIBcIed ----------------------------_.--.Layer 2 Roofing Membrane I Color I T"""", 􀁾􀀠75I Black I YES I 5 NO PU
& " +/Color 􀁒􀁾􀀢􀀬􀀢􀀠Rot In"," Bin:f i -_Sign of high I l'reJ>'h-: _1_ ___"""""': None 0eIBcIed ---􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭---------------_..... Layer 3 Underiaymenl I Color I Tcxtme
􀁾II Tan I Fibrous ..... 80 NO 20 PLMI 􀁾􀀠% +1Col<!< 􀁾RA,£_ BiRr ...... _$""'0: "' ribbOn$ high Perlite 2( GIa$S_ 0 Px!:p/1mItmenl: 􀀭􀁾􀀠_eon...: None Detected ,--------------------------------Com
ments : ADalyst: Stelle Moody .sf'Dale AnaIy2lcd : 11117101 LabJob/l: x1B-12301ISample#: 1158-17 
-----------------------------------------------------------------------------------------------􀁓􀀧􀀢􀀬􀀢􀀬􀁍􀁾􀀠􀁾􀀬􀀠[IIC. 'IDfW • N 􀁾􀀠30-0084 en-., 􀀮􀁾􀁾CFR. Ch.l. PI. 􀀻􀀶􀀳􀁾􀀠􀁾􀁾􀁾A....
A 􀁾AD' -01'1•. 102056 ,CI_: Ell Environmental Servi..... Project : 15115 Swveyor Blvd. Project# ; NotProvkled Lablob#: x1B-12301 Sample' : 1155-18 Client Sample Des<:ription : Roof
Page 1 of1 Layer I Sand Layer ,"""" Color I T_ I 􀁾􀁾􀁾􀁾􀁾􀀠I ND ND I 5 PlM Examinatioo Color -Parallel PcrpcmIi_ --Signof Co........, -BOO_I%I+J SiR:fa.£1ndoJ< ReLIndoJ<1104\ H_ I
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾I I I Prep/treatment: m___• _ Conla1t: None DetecIed , 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Layer 2 Roofing Membrane Stcm.lscopic Exam CoIoc T..... .......... 􀁾􀀭􀀭􀀭[
􀁉􀁈􀀢􀀢􀀧􀀺􀀧􀀴􀀥􀁦􀁾􀁉􀀥􀁁􀁳􀀧􀀺􀁴􀁯􀁳􀁾􀁏􀁦􀀺􀀬􀀢􀀡􀁾Black I 􀁾􀀠PLM_ Color ExtincIioo Signor , C _lei !Pc:fpcndicu.Iar IP_ Rcf:lnde:x: a.£ Inclex -BUd' Anlll. ElonRation Mouofilantents
I 􀁾􀀯􀁦􀁬􀁉􀁉􀁥􀁦􀁓􀀠􀁾_:_1_CoIOW: None DetecIed 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭Layer Layer 3 Roofing Tar of. I T....., I 􀁾􀀠I 􀁾􀁉􀁎􀁄􀁩􀀠 25 PLMI 􀁾􀁃􀁯􀁉􀁯􀁲􀀠. I!c! lnda Hire! Angle
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀁉􀀠104\ I % 1+/.1 􀁾􀀠I 􀁾􀁉􀀠Prepltreatment: _1_ _Canlen,: None DetecIed Layer 4 Underlayment . o. Color I I 􀁉􀁾􀀠􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠􀁾􀁉􀁎􀁄􀁉􀀠20
PLM Exam_ Tan Col,.. _I SignorPapcndicuIar Extinction Rd: ......-ADgI. a_onI PIeocltmlsm Rd:1ndoJ< BUer􀁾􀁾􀀮􀀠high I.-GIass_ 0 -Prepltreatment: mechanlcaI separa!Ioo _CoIOW: None Delacled
c--------.....􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭-----------..Comments: I Analyst: Steve Moody J/C..,I DateAnalyzed : 11/17/01 Lablob#: x1B-12301Isamp,e#: 1155-18 iP"" 
II QCSAMPLES Sample # : x1B-12301·11ss.3 Sample Analysis: 􀁾1 Drywall Melial 􀁾􀀺􀀭􀀭􀁾2 DW Paper Facing 􀁾􀁬􀀺m_leal_ratIon 􀁾􀀳􀀠Texture _COntent: None DetecIad Signor _Cmtcot: None
DetecIad Comments: Analyst: Robert W. Miracle fJ-.Date: 11ll7J111 Sample # : x1B-12301*115S-3 􀁉􀁬􀁰􀁰􀁾􀀮􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
SIeve Moody Micro &irviccs, Inc. QC Analysis Sheet roH Licensc# 30-008 EPA Mdhod 600iR-93/116 . Client: QC SAMPLES :Samplell: x18-12301'1155-13 Sample Analysis : Layer I Ceiling Tile
Commenls: : Analyst : Dale: ISample II : Robert W. Miracle 11117101 x18-12301'115S-13 I,.. 
ETI Environmental Services 4112 VIA BALLENA MESQUITE. TEXAS 75150 (972) 279-9751 November 15, 2001 steve Moody Micro Services, Inc. 1510 Randolph, suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF--􀁾􀁾􀀭􀀭􀁳􀀱􀁜􀁍􀁐􀁌􀁋􀀠SAMPLES DATE BUILDING NAME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 1095-1 thru 1095-12 12 11-14-01 15111 Surveyor Blvd. 1115-1 thru
IllS-12 12 11-l4-01 15113 Surveyor Blvd. 113S-1 thru 113S-12 15 11-l4-01 15115 Surveyor Blvd. 115S-1 thru 1155-15 Addison, Texas please list numerically on report from last digit(s)
of sample #. Please submit quality control results with final report. Please sign and return one copy, copy, keep the other copy for your records. VICES STEVE MOODY MICRO SERVICES, INC.
􀁾􀀢􀀢􀀢􀀠() dlP/ReCeiver's Signature Asbestos Consultant Thank You. Eddie aw Date .... 
United SCates Department of Commem: NationallnstlMe of Standards and Technology F---1I/V,􀀺􀀺􀁾􀀢􀀺􀁲􀀲􀁬􀀢􀀧􀀢􀀠Certificate of Accreditation ! 􀁾. -------------------------\".'n..1
STEVE MOODY MICRO SERVICES, INC. CAllRou:rON, TX Bm.K ASBESTOS FIBER ANALYSIS June 30. 2002 TEXAS. DEPARTMENT OF HEALTH . BB trKNOWN THAT Sl'IM:M\iODYMIcRo RlMcEs,lNC· is U_1IOd and
••thod%Od to. pfftOan .. an in tho Slate of T"'" Ttll_ 'c.:et'Ul<:a1;. J.a void .n.w .,.pl?Uon ·lU:t••. VOID IF ALTERED NON·1RANSFERABLE . 57626 
McCRONE RESEARCH INSTITUTE certifies that has successfully completed an intensive course of instruction in "Microscopical Identification ot Asbestos" . given by the McCrone Research
Institute ':', 􀁾􀀠• ........··A Presented this ... 29m 'day ofUlIlTit,19135 --,." ,. " jZ:\fddpL 􀁾􀀠McCRONE RESEARCH INSTITUTE certifies that has successfull!l.-completed an intensive
course of instruction in 􀀺􀀻􀀴􀁾.J!she&toS Jd.atrJi:Cat!bH." given by the Mcq/ont 􀁾􀁥􀁡􀁲􀁣􀁨􀀠Institute .;_ 􀀺􀁾􀀮􀀠f ". 􀁾􀀠. .. ' :..: Presented this 25 rfi ,day of, '!tg,wnlier,
19<35 ) 􀀮􀁾􀁪􀁗􀁰􀁌􀀠/55 CfXJ.s 
5 
----TEXAS DEPARTMENT OF HEALTH BE IT KNOWN THAT 􀁅􀁄􀁄􀁉􀁅􀁔􀁾􀁬􀁖􀀬􀁉􀁎􀁃􀁊􀁄􀁾􀁾􀀠ETI ENVIRONMENTM. SERVICES is Licensed and authorized to perfonn as an Asbatos Consultant Agency in
the State of Texas as amended, so long as according 10 the 1D-0016 .......01100001 To6IIl',W,.,....f'J:. 􀁌􀁬􀁉􀁫􀁴􀁾􀁐􀀡􀁾􀁬􀁨􀀮􀀭􀀮􀀮􀀠􀁃􀀮􀀻􀂷􀁾􀁩􀁏􀀡􀁬􀁡􀀡􀀠s,,(cty 􀁾􀁬􀁓􀁲􀀮􀀮􀁬􀁬􀁢􀁨􀀧􀀢􀀮􀁾􀀮
􀀢􀀠OIIO.5IlOOl 􀁷􀁩􀀻􀁾􀁾􀁾􀀻􀀠Statutes, Article 􀀴􀀴􀀷􀀷􀁾􀀳􀁡􀀢􀀠revoked and is renewed of He.!!h. ThIs 􀁥􀁥􀁲􀁴􀀡􀀡􀁬􀁣􀁾􀁴􀁥􀀠Is void after expIration date. VOID IF ALTERED NON-TRANSFERABLE
55418 TEXAS DEPARTMENT OF HEALTH BE IT KNOWN THAT EDDIE TAlV, INCJDllA ETI EI'IVIRONMENT AL SERVICES is Licensed and authorized to perfonn as an A>ba...lAbo",.ory Statutes, Anicl. 4477-3a.
􀁾􀁾􀁾􀁯􀁡􀁲􀁥􀁶􀀺oked and is renewed iii of Health. 􀁔􀀧􀁬􀀧􀁊􀁤􀁆􀀬􀁾􀀮􀀢􀀮􀁲􀀮􀀠(;"bk( Alba.a 􀁨􀁾IJopdo 􀁾􀁍􀁨􀁴􀁹􀀭􀁓􀁬􀁫􀀺􀁬􀁨􀀡􀁯􀁴􀁬􀁬􀁴􀁮􀀼..... O'ICWZO02 This certificate is
yold after o.plr.eion date. VOID IF ALTERED NON-TRANSFERABLE <;<;4111 
ASBESTOS INSPECTION REPORT FOR 15109-15115 SURVEYOR BOULEVARD ADDISON, TEXAS 75001 PREPARED FOR TOWN OF ADDISON DEPARTMENT OF PUBLIC WORKS ETI ENVIRONMENTAL SERVICES MESQUITE, TEXAS

TABLE OF CONTENTS SECTION 1. LETTER REPORT SECTION 2. INSPECTION DATA A. BUILDING DESCRIPTION B. SUMMARY OF HOMOGENEOUS AREAS C. SAMPLE AND HAZARD ASSESSMENT SUMMARY D. SELECTIVE PHOTOGRAPHIC
DOCUMENTATION SECTION 3. DRAWINGS A. APPROXIMATE SAMPLE LOCATION AND LOCATION OF ACM SECTION 4. ASBESTOS LABORATORY CREDENTIALS AND RESULTS A. ASBESTOS BULK SAMPLE ANALYSIS REPORT B.
BULK SAMPLE ANALYSIS C. CHAIN OF CUSTODY D. STEVE MOODY MICRO SERVICES' CERTIFICATIONS & TDH LICENSE SECTION 5. ETI ENVIRONMENTAL SERVICES' TEXAS DEPARTMENT OF HEALTH LICENSES A. ETI
ENVIRONMENTAL SERVICES B. EDDIE TAW C. DIANNE K. WOO 
1 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 Fax (972) 279-6063 November 26, 2001 Town of Addison Department of Public Works P. O. Box 9010 Addison,
Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15109-15115 Surveyor Boulevard, Addison, Texas 75001 Gentlemen: As authorized, an asbestos
inspection was performed on an office warehouse building located at 15109-15115 Surveyor Boulevard in Addison, Texas on November 14, 2001, by Eddie Taw of ETI Environmental Services.
Results of the inspection and laboratory analysis of bulk samples collected during the inspection are presented herein. Asbestos-containing materials (ACM) as defined by State and Federal
regulations are any materials with an asbestoscontent greater than one (>1 %) percent. Non-asbestos containing materials are any materials with an asbestos content of less than one «1%) percent, and is not regulated under any current
Federal, State or local regulations. SUMMARY SUMMARY OF ASBESTOS FINDINGS 08 -Sheet Floor Covering Approximately 158 square feet of sheet floor covering located in the Men's and Women's
Restrooms of 15111 Surveyor Blvd., as noted on the location of ACM Drawing. contains about 65% chrysolile asbestos in the backing material. This material is classified as Category I
Non-friable Materials under NESHAP regulations, and it is in good condition. 
15109-15115 Surveyor Boulevard November 26, 2001 RECOMMENDATIONS ETI Environmental Services recommends that the 158 square feet of asbestos-containing floor covering located in the Men's
and Women's Restrooms in 15111 Surveyor remain in place for planned demolition activities and disposed of as construction debris. INSPECTION AND SAMPLING PROCEDURES All areas of the
building were accessible for inspection. A Building Description and a Summary of Homogeneous Areas obtained during the inspection are presented herein. ETI Environmental Services used
a random convenience sampling strategy in order to collect all representative samples of suspect materials, both friable and non-friable. Sample locations were marked with paint or markers,
and photographs were taken at each sample location. The Approximate Sample Location Drawing shows the location of each sample taken during the inspection process. Results of the inspection
that identifies sample locations, condition of suspect materials, and asbestos-containing materials present are presented on the Sample and Hazard Assessment Summary. Assessments of
each homogeneous area were made using the NESHAP Regulations and definitions under 40 CFR Part 61. Asbestos bulk samples were submitted to a qualified independent laboratory, Steve Moody
Micro services, Inc., for analysis. The results of these analyses are presented herein. We thank you for this opportunity to be of service to the Town of Addison. Please call us if you
have any questions or need further information. Respectfully submitted, ETI ENVIRONMENTAL SERVICES Dianne K Woo Asbestos Consultant Page 2 
2 
ETI ENVIRONMENTAL SERVICES ASBESTOS INSPECTION BUILDING DESCRIPTION PROPERTY: 15109-15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 IPg. 1 of 1 DATE OF INSPECTION: NOVEMBER 14, 2001 CLIENT:
TOlIN OF ADDISON, DEPT. OF PUBLIC WORKS CONTACT: MR. STEVE CHUTCHIAN, ASSISTANT ENGINEER PHONE: 972-450'2886 IFAX: 972-450-2837 GENERAL BUILDING DESCRIPTION 1. TYPE OF FACILITY: OFFICE
􀁾􀁁􀁒􀁅􀁈􀁏􀁕􀁓􀁅􀀠BUILDING 2. YEAR OF CCNSTRUCTION -ORIGINAL: UNKNOIIN ADO IT IONS: UNKNOIIN REMCCELING: 􀁕􀁎􀁋􀁾􀀠3. TYPE OF BUILDING CONSTRUCTION: TILT-UP CONCRETE WALLS ON CONCRETE
SLAB 4. NUMBER OF FLOORS: 1 BASEMENT: NO ATTIC: NO 􀁃􀁒􀁁􀁾􀁓􀁐􀁁􀁃􀁅􀀺􀀠NO 5. TYPE OF ROOF: BUILT·UP ROOFING ON CORRUGATE METAL DECK 6. TYPE OF WALL -EXTERIOR: CONCRETE INTERIOR: CONCRETE
AND SHEETROCK 7. TYPE OF CEILING: 2X4 CEILING PANELS 8. TYPE CEILING ABOVE CEILING: METAL ROOF DECK 9. TYPE OF LIGHTING: INCANDESCENT AND FLOURESCENT 10. TYPE OF SURFACE MATERIAL -CEILING:
PANELS WALLS: PAINT 11. TYPE OF FLOORS: CARPET, FLOOR TILE AND FLOOR COVERING ON CONCRETE 12. ROlLER ROOM I HOT WATER SYSTEM: HOT WATER HEATERS 13. TYPE OF HVAC: ROOF MOUNTED UNITS 14.
BUILDING AREA IN APPROXIMATE SQUARE FOOTAGE: 29,600 GENERAL COMMENTS: ASBESTOS FINDINGS (MATERIALS 􀁾􀁉􀁔􀁈􀀠CONTENT GREATER THAN 1%): 1. APPROXIMATELY 158 SQUARE FEET OF FLOOR CCVERING
IN MEN'S AND WOMEN'S RESTROOMS OF 15111 SURVEYOR BLVD. CONTAINS ABOUT 65% CHRYSOTILE IN THE BACKING MATERIAL AND IS IN GOOD CONDITION UNDER NESHAP REGULATIONS. CCNSULTANT: EDDIE 􀁔􀁁􀁾􀀠TDH
LICENSE NO. 10-5055 CCNSULTANT: DIANNE K. WOO -TOH LICENSE NO. 10-5056 FILE NO. 5-1-1 FORM COO-0018 
ETI ENVIRONMENTAL SERVICES ASBESTOS INSPECTION SUMMARY OF HCI'IOGENEruS AREAS PROPERTY: 15109-15115 SURVEYOR BoULEVARD. ADDISON, TEXAS 75001 IPg: 1 of 1 DATE OF INSPECTION: NOVEMBER
14, 2001 I CLIENT: TOWN OF ADDISON, DEPARTMENT OF PUBLIC WORKS HOMOGENErus AREA lD NAME OF HCI'IOGENEOUS AREA ASBESTOS TYPE & PERCENT (%) ESTIMATED ACM SQUARE FEET OR 1I NEAR FEET lOCATION
OF ASBESTOS CONTAINING MATERiAlS PRESENT 01 WALL MATERIAL NONE DETECTED 15109 SURVEYOR BLVD. 02 WAll MATERIAL ON TAPE & BEDD ING ON SHEETROCK NONE DETECTED 03 12X12 FLOOR TilE &MASTIC
NONE DETECTED 04 2X4 CEILING PANELS NONE DETECTED 05 \/ALL MATERIAL NONE DETECTED 15111 SURVEYOR BLVD. 06 WALL MATERiAl ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 07 2X4 CEILING PANELS
NONE DETECTED 08 FLOOR COVERING CHRYSOTILE 65% -BACKING 158 SF 15111 SURVEYOR BoULEVARD IN MEN'S AND WOMENJS RESTROOMS. 09 WALL MATERIAL NONE DETECTED 15113 SURVEYOR BLVD. 10 2X4 CEILING
PANELS NONE DETECTED 11 IIALL MATERIAL ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 12 CARPET CARPET AND 12X12 FLOOR TILE & MASTIC NONE DETECTED 13 WALL MATERIAL NONE DETECTED 15115
SURVEYOR BLVD. 14 WALL MATERIAL ON TAPE & BEDDING ON SHEETROCK NONE DETECTED 15 12X12 FLOOR TILE 8. MASTIC NONE DETECTED 16 2X4 CEILING PANELS NONE DETECTED 17 ROOF FLASHING & MATERiAl
NONE DETECTED ALL AREAS OF ROOF. CONSULTANT: EDDIE TAli· TDH LICENCE NO. 10-5055 CONSUlTANT: DIANNE K. 1/00 -TDH LICENSE NO. 10·5056 FILE NC. S-5-1 FORM COO -005 
ETI ENVIRONMENTAl SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE AND HAZARD ASSESSMENT SUMMARY ---PROPERTY: 15109 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I PHOTO
LOG TYPE Of SAMPLE II P 10 SAMPLE DESCRIPTION SAMPLE LOCAT ION MATERIAL 1095-1 P 01 WALL MATERIAL LARGE WORK ROOM -REAR WALL SURFACE 1095-2 P 02 WALL MATERIAL ON TAPE &BEDDING LARGE
WORK ROOM -FRONT OORNER MISC 1095-3 P 01 WALL MATERIAL WOMEN'S RESTROOM SURFACE 1095-4 P 01 WALL MATERIAL HALL TO RESTROOMS SURFACE 1095-5 P 02 WALL MATERIAL ON TAPE & BEDDING MEN'S
RESTROCM Mise 1095-6 P 02 WALL MATERIAl ON TAPE &BEDDING LARGE WORK ROOM -BACK CORNER MISC 1095-7 p 03 12X12 FLOOR TILE &MASTIC 2 LAYERS -RESTROOM MISC 1095-8 p 03 12X12 FLOOR TILE &MASTIC
WOMEN'S RESTROOM MISC 1095-9 P 03 12X12 FLOOR TILE &MASTIC MEN'S RESTROOM DOOR MISC 1095-10 P 04 2X4 CEILING PANEL FOYER MISC 109S-11 P 04 2X4 CEILING PANEL LARGE WORK ROOM MISC 109S-12
P 04 2X4 CEILING PANEL OFFICE MISC LEGEND P' PHOTOGRAPH TAKEN NESHAPS CATEGORY 10 • BUILDING or HOMOGENEOUS AREA NUMBER I • FLOORS GASKETS TYPE OF MATERIAL PACKINGS S • SURFACING ROOFING
T =THERMAL SYSTEM INSULATION M=MISCELLANEOUS II • ASBESTOS CEMENT TRANSITE .􀁾􀁾􀁾􀁾􀀠INSPECTION DATE(S): NOVEMBER 14, 2001 Ip9:l0f4 NESHAP HAZARD ASSESSMENT ESTIMATED QUANTITY ASBESTOS
TYPE CATEGORY fRIABLE OVERALL CONDITION SF,LF,EA & PERCENT (X) NO GOOD NONE DETECTED II NO GOOD NONE DETECTED NO GOOD NONE DETECTED NO GOOD NONE DETECTED II NO GOOD NONE DETECTED II
NO GOOD NONE DETECTED I NO GOOD NONE DETECTED I NO GOOD NONE DETECTED I NO GOOD NONE DETECTED II YES GOOD NONE DETECTED II YES GOOD NONE DETECTED II YES GOOD NONE DETECTED FRIABLE. YES
OR NO ASBESTOS TYPE OVERALL CONDITION • GOCO OR POOR AMO =AMOSITE CRY =CHRYSOTILE CRQ =CRaclDOLITE ESTIMATED QUANTITY: ACT • ACTINOLITE SF • SQUARE FEET TRM • TREMOLITE LF =LINEAR FEET
MAS =MASTIC EA • EACH • = POINT ODUNTED CONSULTANT: EDDIE 􀁔􀁁􀁾􀀠TDH LICENSE NO. 10-5055 I CONSULTANT: DIANNE K. WOO -TOH LICENSE NO. 10-5056 FILE NO: 1095-7'1 cao-007A 
ETI ENVIRONMENTAL SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE AND HAZARD ASSESSMENT SUMMARY PROPERTY: 15111 S1.IIlVEYOR BOULEVARD, ADDISON, TEXAS "/sDDI INSPECTION DATE(S):
NOVEMBER 14, 2001 Ipg:2of4 SAMPLE I PHOTO LOG NESNAP HAZARD ASSESSMENT ESTIMATED TYPE OF QUANTITY ASBESTOS TYPE SAMPLE # P 10 SAMPLE DESCR IPIION SAMPLE LOCAT ION MATERIAL CATEGORY FRIABLE
OVERALL CONDITION SF,LF,EA & PERCENT (%) l11S-1 P 05 WALL MATERIAL LARGE WORK ROOM -LEFT SIDE 'SURFACE NO GOal NONE DETECTED l11S-2 p 05 WALL MATERIAL LARGE WORK ROOM -FRONT WALL S1.IIlFACE
NO GOal NONE DETECTEO l11S-3 P 05 WALL MATERIAL BACK RIGHT OFFICE S1.IIlFACE NO GOal NONE OETECTED l11S-4 P 06 WALL MATERIAL ON TAPE & BEODING LARGE WORK ROOM -BACK WALL Mise II NO GOal
NONE DETECTED l11S-5 P 06 WALL MATERIAL ON TAPE &BEDDING LARGE WORK ROOM -LEFT FRONT Mise II NO GOal NONE DETECTED I11S-6 P 06 WALL MATERIAL ON TAPE &BEDDING FRONT RIGHT OFFICE Mise
II NO GOal NONE DETECTED ll1S-7 P 07 2X4 CEILING PANEL OFFICE HALL -RIGHT SIDE MISC II II YES GOal NONE DETECTED I11S-8 P 07 2X4 CEILING PANEL LARGE WORK ROOM -FRONT LEFT MISC II YES
GOal NONE DETECTEO l11S-9 P 07 2X4 CEILING PANEL WOMEN'S RESTROOM MISC II YES GOal NOME DETECTEO I11S-10 P 08 FLOOR COVERING WOMEN'S RESTROOM Mise I NO GOal NOTE 1 CRY 65% -BACKING I11S-11
P 08 FLOOR COVERING WOMEN'S RESTROOM MISC I NO GOal NOTE 1 CRY 65% -BACKING l11S-12 P 08 FLOOR COVERING WOMEN'S RESTROOM MISC I NO GOOD NOTE 1 CRY 65% -BACKING NOTE 1: APPROXIMATE AMOUNT
OF FLOOR COVERING IN THE MEN'S AND WOMEN'S RESTROQMS =158 SQUARE FEET_ LEGEND P = PHOTOGRAPH TAKEN NESHAPS CATEGORY FRIABLE =YES OR NO ASBESTOS TYPE 10 • BUILDING or HOMOGENEOUS AREA
NUMBER I =FLOORS OVERALL CONDITION • GOal OR POOR AMO =AMOSITE GASKETS CRY • CHRYSOTILE TYPE OF MATERIAL PACKINGS CRO =CROCIDOLITE S =SURFACING ROOFING ESTIMATED QUANTITY: ACT. ACTINOLITE
T • THERMAL SYSTEM INSULATION SF =SQUARE FEET TRM =TREMOLlTE M=MISCELLANEOUS II ASIlESTOS CEMENT LF • LINEAR FEET MAS • MASTiC TRANSITE EA =EACH • = POINT COUNTED . 􀁾􀁾􀁾􀁾􀁾􀁾􀀠COMSULTANT:
EDDIE TAW -TDH LICENSE NO_ 10-5055 ICOMSULTANT: DIANNE K_ 􀁾-TDH LICENSE NO_ 10-5056 FILE NO: '11S-7-2 COO-007A 
ETI ENVIRONMENTAL SERVICES CLlENT: TOlIN OF ADDISON ASBESTOS INSPECTION SAMPLE _ HAZARD ASSESSMENT SUMMARY ---------PROPERTY: 15113 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I
PHOTO LOG TYPE OF SAMPLE # P ID SAMPLE DESCRIPTla. SAMPLE LOCATION MATERIAL 113S-1 P 09 WALL MATERIAL BACK WAREHOUSE OFFICE SURFACE 113S-2 P 10 2X4 CEILING PANEL BACK WAREHOUSE OFFICE
MISC 113S-3 P 11 WALL MATERIAL ON TAPE &BEDDING BACK WAREHOUSE OFFICE -CORNER MISC 1135-4 P 12 12X12 FLOOR TILE &MASTIC RESTRCDI FOYER MISC 1135-5 P 12 12X12 FLOOR TILE &MASTIC RESTROOM
FOYER MISC 1135-6 P 12 CARPET OVER 12X12 FLOOR TILE RESTROOM fOYER MISC 113S-7 P 10 2X4 CEILING PANEL RESTROOM MISC 113S-8 P 11 WALL MATERIAL ON TAPE &BEDDING RESTRCDI MISC 113S-9 P
09 WALL MATERIAL FRONT WAREHOUSE SURFACE 1135-10 P 09 WALL MATERIAL FRONT OFFICE AREA SURFACE 1135-11 P 11 WALL MATERIAL ON TAPE &BEDDING FRONT OFFICE -RIGHT SIDE MISC 1135-12 P 10 2X4
CEILING PANEL FRa.T ENTRY AREA MISC LEGEND P = PHOTOGRAPH TAKEN NESHAPS CATEGORY ID =BUILDING or HOMOGENEOUS AREA NUMBER I =FLOORS GASKETS TYPE OF MATERIAL PACKINGS S =SURFACING ROOFING
T =THERMAL SYSTEM INSULATION M=MISCELLANEOUS II =ASBESTOS CEMENT TRANSITE ---􀁾􀁾􀁾􀀭􀀭-----INSPECTION DATE(S): NOVEMBER 14, 2001 IPg: 3 of 4 • NESijAP HAZARD ASSESSMENT ESTIMATED QUANTITY
ASBESTOS TYPE CATEGORY FRIABLE OVERALL CONDITION SF,LF1EA 1\ PERCENT (%) NO GOOO NONE DETECTED II YES GOOO NONE DETECTED II NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD Na.E
DETECTED I NO GOOD NONE DETECTED II YES GOOD NONE DETECTED 11 NO GOOD NONE DETECTED NO GOOO NONE DETECTED NO GOOO NONE DETECTED 11 NO GOOO NONE DETECTED 11 YES GOOO NONE DETECTED FRIABLE
=YES OR NO ASBESTOS TYPE OVERALL CONDITION =GOOO OR ?OCR AMO =AMOS lTE CRY =CHRYSOTILE CRO =CROCIOOLITE ESTIMATED QUANTITY: ACT =ACTINOLITE SF =SQUARE FEET TRM =TREMOLITE LF =LINEAR
FEET MAS =MASTIC EA =EACH • = POINT COUNTED CONSULTANT: EDDIE TAW -TOH LICENSE NO. 10-5055 ICONSULTANT: DIANNE K_ WOO -TOM LICENSE NO. 10-5056 FILE NO: 1135-7-3 COO-OO7A 
ETI ENVIRONMENTAL SERVICES CLIENT: TOWN OF ADDISON ASBESTOS INSPECTION SAMPLE AND HAlARD ASSESSMENT SUMMARY PROPERTY: 15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 SAMPLE I PHOTO LOO
TYPE OF SAMPLE # P ID SAMPLE DESCRIPTION $ANPLE LOCATION MATERIAL 115S-1 P 13 WALL MATERIAL FRONT OFFICE -LEFT SIDE SURFACE 115S-2 P 13 WALL MATERIAL MIDDLE OFFICE -RIGHT SIDE SURFACE
1155-3 P 13 WALL MATERIAL BACK WAREHOUSE OFFICE SURFACE 115S-4 p 14 WALL MATERIAL ON TAPE &BEDDING MIDDLE OFFICE -RIGHT SIDE MISC 115S-5 P 13 WALL MATERIAL REAR WAREHOUSE OFFICE -LEFT
SURFACE 115S-6 P 14 WALL MATERIAL ON TAPE &BEDDING OPEN WORK AREA -BACK LEFT CORNER MISC 115S-7 p 14 WALL MATERIAL ON TAPE &BEDDING OPEN WORK AREA -FRONT WALL Mise 115S-8 p 13 WALL MATERIAL
WALL IN FRONT OPEN WORK AREA SURFACE 115S-9 P 15 CARPET HASTIC OVER 12X12 FLOOR T BACK WAREHOUSE OFFICE MISC 115S-10 P 15 12X12 FLOOR T[LE &MASTIC MIDDLE OFF[CE AREA -LEFT S[DE MISC
115S-11 P 15 12X12 FLOOR TILE &HASTIC BREAK ROOM MISC 115S-12 P 16 2X4 CE[L[NG PANEL BACK WAREHOUSE OFFICE M[se 115S-13 P 16 ZX4 CEILING PANEL OPEN WORK AREA -BACK SIDE Mise 115S-14
P 16 2X4 CEILING PANEL WOMEN'S RESTROOM Mise 115S-15 P 14 TAPE &BEDDING ON SHEETROCK WAREHOUSE -LEFT SIDE WALL MISC 115S-16 P 17 ROOF FLASHING MATERIAL FRONT OVER 15109 MISC 115S-17
P 17 ROOFING MATERIAL MIOOLE AREA OVER 15115 MISC 1155-18 P 17 ROOF FLASHING MATERIAL AREA OVER 15115 Mise LEGEND p = PHOTOORAPH TAKEN NESHAPS CATEGORY 10 =BUILDING or HOMOGENEOUS AREA
NUMBER I =FLOORS GASKETS TYPE OF MATERIAL PACKINGS S =SURFACING ROOFING T = THERMAL SYSTEM INSULATION M=MISCELLANEOUS II =ASBESTOS CEMENT TRANSITE INSPECTION DATEtS): NOVEMBER 14, 2001
IPg: 4 of 4 NESHAP HAlARa ASSESSMENT ESTIMATED QUANTITY ASBESTOS TYPE CATEGORY FRIABLE OVERALL CONDITION SF,LF,EA & PERCENT (%) NO GOOO NONE DETECTED NO GOOO NONE DETECTED NO GOOO NONE
DETECTED II NO GOOD NONE DETECTED NO GOOD NONE DETECTED II NO GOOO NONE DETECTED II NO GOOO NONE DETECTED NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD
NONE DETECTED [ [ YES GOOD NONE DETECTED II YES GOOO NONE DETECTED II YES GOOD NONE DETECTED II NO GOOD NONE DETECTED I NO GOOO NONE DETECTED I NO GOOO NONE DETECTED I NO GOOD NONE DETECTED
FRIABLE =YES OR NO ASBESTOS TYPE OVERALL CONDITION =GOOD OR POOR AMO =AMOSITE CRY =CHRYSOTILE CRO =CROCIDOLITE ESTIMATED QUANTITY: ACT =ACTINOLITE SF =SQUARE FEET TRM =TREMOL ITE LF
=LINEAR FEET MAS = HASTIC EA =EACH * =POINT COUNTEO CONSULTANT: EDDIE TAW -TOH LICENSE NO. 10-5055 ICONSULTANT: DIANNE K_ WOO -TON LICENSE NO_ 10-5056 FILE NO: 115S-7-4 coo-007A 
SELECTIVE ACM PHOTOGRAPHIC DOCUMENTATION 15109-15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 Front view of 15109-15115 Surveyor Boulevard. View of rear of building. Page 1 
SELECTIVE ACM PHOTOGRAPHIC DOCUMENTA"nON 15109·15115 SURVEYOR BOULEVARD, ADDISON, TEXAS 75001 Sample No. 111S-10-ACM floor covering in the Men's and Women's Restroom in 15111 Surveyor.
Sample No. 111S·11-ACM floor covering in the Men's and Women's Restroom in 15111 Surveyor. Page 2 
3 
l;j I55,,1 611100I'\-.-1 15109 SURVEYOR 15111 SURVEYOR 15113 SURVEYOR 15115 SURVEYOR LEGEND o· ! 40' I 11-25-01 E T I ENVIRONWENTAL SERVICES .... ulte TexQ. ACIot Fl.OOR CO'I£RIIIG NON
ACW SAWPU:<I" A58E5TOS COHroIT APPROXIMATE SAMPLE LOCATION LOCATION OF ACM 1:<10 ED WOD 
4 
PLMREPORT Sieve Moody Micro Services. Inc. NVLAP Lab No. 102056 1510 Randolph, Suile 602 IDH License No. 3Q.0084 Carrollton, Texas 75006 (972) 446-9482 PATID# 102577 Client: Ell Environmental
SeMces Project: 15109 Surveyor Blvd. Project # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis Test Method: Polarized Ught Microscopy I Dispersion
Staining (pI..M/DS) EPA Melhod 40 CFR, Ch. 1, PI. 763, Subpt. F, App. A Lab Job No.: x1 B-12298 Report Date: 11/1612001 Page lof2 On 1J1l6ID1._(12)_......alsamples""" ..􀁟􀁉􀀡􀁹􀁉􀀡􀁤􀁤􀁬􀁥􀁔􀁡􀁷􀀮􀁦
􀁅􀁔􀀱􀁾􀁓􀁥􀁲􀁶􀁩... 􀁦􀁵􀁲􀁟􀁡􀁮􀁡􀁬􀁹􀁳􀁾􀁉􀀡􀁹􀁐􀁌􀁍􀁉􀁄􀁓􀀮􀀠 Copies ofthe lab data s.bct:ts an: attIlebed; &ddiI:it:mI infbrrmaIioo maybe found therein. The results are SUID.IJ18ri;a:d
below:: Sample Nwnber Client Sample DescriptionI Location Asbestos Conlen! 109S-1 Wall Material I09S-2 Wan Milterial on Tape and Bedding Material On Sheetrock I09S-3 Wall Material, Women's
Rest Room 109S-4 Wall Material 1098-5 Wall Milterial 011 Tape and Bedding Material on Sbeelrod<, Men's Rest Room 1098-6 Wall Material on Tape and Bedding Milterial on SbeeIrock 1095-7
12"x 12" Floor Tile widl Yellow Glue over 12" x 12" Floor Tile widI Yellow Glue \098-8 12"x 12" Floor Tile widI YeUow Glue. Women'sRestRoom None Detected -Drywall Material None Detected
-Paint None Detected -Drywall Material None Detected -DW Paper Facing None Detected -Glass Fiber Mesh None Detected -Joint Compoand None Detected -Texture None Detected -Drywall Material
None Detected -Texlured Paint None Derected -Drywall Material None Detected -Textured Paint None Detected -Drywall Milterial None Detected -DW Paper Fociag None Detected -Glass Fiber
Mesh None Detected -Joint Compoaad None Detected -Textured Paint None Derected -Drywall Material None Derected -DW Paper Facing None Detected -Glass Fiber Mesh None Detected -Joint Compoaad
No.e Detected -Texture None Detected -Top Tile None Detected -Yellow Mastic None Detected -Bottom Tile None Detected -Yellow Mastic None Detected -Floor Tile None Detected -Yellow Mastic
􀀧􀀭􀀭􀀭􀀭􀀭􀁾􀀭..􀁾..-------Fe 
Sieve Moody Micro Services, ["c. 1510 Randolph, Suite 602 CarrolllOD, Texas 75006 (972) 446-9482 PLMREPORT NVLAP Lab No. 102056 TDH Lleense No. 3CJ.0084 PAT ID # 102577 Client: ETI Environmemal
SenIices 15109 Surveyor Blvd.Project ; Project # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis TestMetbod: Polarized Ught MlcIOSCOPY 1Dispersion
Slaining (PlM/DS) EPA Method 40 eFR, GIl. 1, PI. 763, Subpl F, App. A Lab Job No.: x1B-122:98 Report Date: 11/1612001 Page 20f2 On 1II16lO1. ""'"'" (12l_......... """PIes....._ byF.ddic
TlIWofETl_I8lSenkcs ...._aualysisbyPLMIDS. Copies ofthc lab data s:fIec:Is meatt.aclxd; adcIiticnd infon:r:w.ion may be fOund tbm:in. The results IIIC $WDU....i2ed bretow. Sample Number
Client Sample Description I Looation 1098-9 12" x 12" Floor Tile with Yellow Glue, at Mea's Rest Room Door None De1eeted -Floor TU. Non.Detected-YeUowMastic 1098-10 2' x 4' Ceiling 􀁐􀁡􀁮􀀮􀁾􀀠Foyer
None Detected -Ceiling Til. I098-11 2' x 4' Ceiling Paoel None Detected --Ceiling Tile 1098-12 2' x 4' Ceiling 􀁐􀁡􀁮􀁾􀀠Office None Detected -Ceiling Til. 109S-8 QC Sample None Detected-Floor
Til. None Detected-Yellow Mastic Thco: """"'"_ aneI)ozd by!a)<:n. Qumill_ unless __.-.;'".,fOnncd by __ ResuI.. may not be __....in fill!. This test -'''''''''ooIy.,,,,,,"""""'_ These
lest mutts do not imply mdorsemeat by NVLAP Of any agency ofthe u.s. Govmm:lie:Qt. 􀀽􀀧􀁾􀀺􀀭􀀽􀀢􀀭􀀭􀀭􀁫􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁩􀁾􀁾􀀠Lab Director: Steve Moody Approved Signatory: 􀁾􀀯􀁾􀀠------------------
------.-,.,....._..........-.----------.------------P' 
Stew Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet EPA Method 40 C Cb. I PL 763 SF.A Client: ETl Environmental Services Project: 15109 Surveyor Blvd. Pnijeolll : Not_ LabJobll:
><18-12298 Sample II : 1095-1 Client Sample Description: wan Material Page 1 of1 Layer 1 DrywaU Material _C_: None Detected Layer 2 OW Paper Facing Layer 3 Paint I Off';';,,,, Prcp/lrea!ltlcnt
: heat I 􀁭􀀮􀁾􀀠_ Omrmt: None Detected Analyst : Steve Moody 􀁾􀁁􀁮􀁡􀁬􀁹􀁺􀁥􀁤􀀺􀀠11M6/01 Lab JobII: 1118-12298 i Sample /I: 1095·1 pc 
------------------Inc. Bulk. EPA "'. I. PI. 7<1 􀁾􀁾􀁾􀁥􀁥􀀻􀀬􀀮􀀠ADo. A .1026'" I Steve Mood!! Micra 􀁩􀁾􀀬􀀬􀀬􀁾􀀠,... , ...... Client; Ell Environmental ServIces Projoo' : 15109 Surveyor
Blvd. Project# : _ProvIded Client Sample Layerl Drywall Material p, "" :. PrepIIJeao_, 1IItIChM1caI_-. -------Layer 2 OW Paper Facing ." , Ftbem 􀁾􀀺􀁭__ ------------------Layer 3 Glass
Fiber Mesh Pn:p/trealmes1t : mecbanical.separation -"-----Layer 4 Joint Compound . % l+i. ..COIOr . 􀁾􀀠BUef Angle 􀁟􀀮􀁓􀁩􀁧􀁮􀁾􀁦,-.1OQ Pn:p/trealmes1., m..􀁟􀁾􀁯􀁮􀀠_ CoIw:nt, None
Deleoled f-----% I,,· Color 􀁾􀁭􀀡􀀮􀀠RA:i:_ Direr Acele _Signor , RDds \I 􀁾􀀠-... 91 AsbestosConlalt, None Detected ------------------------s"""""",",EDm E Col« I T-.. 1'-=..􀀱􀀥􀀻􀀢􀀧􀁾􀁭􀁾􀀢􀀺􀀢�
�􀁾􀁯􀁦􀁾􀁬􀁾Tan Fibrous I". I,,· Color 􀁒􀁯􀁾I R!:[_ '-=-' Acode 􀁉􀁟􀁓􀁩􀁧􀁮􀁾􀀠.I I I I • % I,,· .CoOOT 􀁾􀀮􀀠Boo • Angle I_Signor 110Q Rods • I Asbestos ConItont: None Detected ------.
------------_. --􀁾􀀠I 􀁾􀀠􀁾I ND 􀁾􀀠3 ---------------------_.._-I Lab Jnb#: x18-12298 Samplell: 􀀱􀁾􀀠Wall Malerial on Tape and Malerial on Sheetrock Page 1 012 Snoooscopic Exam Color
T....... 􀁾􀁾􀁾􀀿􀁩􀀥􀁆􀁪􀀺􀁲􀁯􀁕􀁓􀁾􀁾􀁾􀁯􀁦􀁾􀁡􀁭􀀲􀀱􀁾BlockyI I-_Coolcnt: None Detected S.......picExam Color T-.e[ Fibrous 􀁅􀀭􀀺􀀬􀀮􀀮􀀮􀀭􀁉􀀥􀀺􀀻􀀭􀁾􀁾􀁾􀁯􀁲􀁾􀁾I Comments : Analyst
: Steve Moody DateAnolyzed: 11/16101 LabJnb#: 1<18-12298 SamplcN: 1098-2 P' i 
Steve Moo4Y Micro Services, Inc. Bulk Asbestos Analysis Sheet lDH Ii"""" No. 30.0084 EPA _ 4Il CPR. Ch. '. Pt 763. Snbpt F""""""A"-______􀁾􀁎􀁖􀁌􀁁􀁐􀀽􀀢􀀢􀀧􀁟􀀢􀁉􀀮􀀮􀁡􀁢􀀢􀀢􀀢􀁎􀀢􀀧􀁯􀀮􀁷􀁬􀀢􀀧􀀰􀀲
􀀰􀀢􀀢􀀢􀀵􀀶􀀧􀁬􀀠Client; ETI environmental ServI..... Project : 15109 Surveyor Blvd. Project# : Not_dell Lob lob#: xi8-12298 Sample# : 1(19S.2 eli"". Sample Description. Wall Material
on Tape and Bedding -.laIon Sheelrock Page2oF2 Layer 5 Texture As_CooIIlII!: None Detected CoJ1'DDellts : i Analyst: steve Moody Dale Analyzed: 11116101 Loblob#: x1B-12298 Sample # :
1098-2 P' 
Steve Moody Micro Services, Inc. Bulk Asbestos AIlaIysis Sheet TOH Llceme No. 30-00M EPAMcthod40CFR,Ch.I,PL 763,S.bpt F,App,A Client: Ell Environmental Services Project: 15109 SUrwyor
Blvd. Project# : Not Ptovide<! Lab Job#: x1B-12298 SampleR: 1098-3 cnml Sample Descriplion : Wall Ma1eriaI, Women ... Rest Room Page 1 of1 Layer I Drywall Malarial 􀁓􀁾􀁩􀁣􀁅􀁸􀁡􀁭􀀠r"""""
= -..."""""': None DeIrN:fed Layer 2 DW Paper Facing Layer 3 Textured Paint Commen1S; Analyst: Steve Moody Dare AnaIp.t:d : 11116/01 .!'{4rLabJob#: x1B-122!18 #: 109$-3 ,...... 
Steve Moody Micro Services, Inc. Bulk Asbestos Analysis s_ lDH License No. 30-0084 EPA Mdhod 46 CFR. a.. I Pt 763 S.lmL F. An•. A NVl..AP Lab No. 102056 Client: Ell Environmental SenIk:es
Project: 15109 Surveyor Blvd. Project # : Not Provided LabJob# : ><18-12298 Somple#: 109S4 Client Sample Description: Wall Malarial Page 1 of1 Layer I Drywall Material : Exam I 􀁾􀀠I
Texture 􀁾II -2 I ND I 70 PLM Examination Colo< Parnlld .........di""'" Extinction Signor Is % -tI-Morplmlogy I Plcoduoism Ret Index Retlndcx Bilef Angle Elo!lgalio. 􀁾􀁉􀁡􀁳􀁳􀀠Wool
Flbets Rods 0 Cellulose Fibers ribbons high 􀁾􀀯􀁂􀁬􀁮􀁤􀁥􀁲􀁳􀀠.. Non-fl""'us PrepI_:mechanlcaIseperation Asbestos Content : None DeIecIed -------------------------------------Layer
2 DW Paper Facing I Colo< I Texture 􀁾I 100Tan I fibrous ND I 20 PLM Examirudion Colo< Parallcl PapcudicuIar Extinction Signor % -ti-I Pleochroism Ret Index Ret Index Bim Anl!le EloO..mon
􀁾􀁉􀁵􀁬􀁯􀁳􀁥fibers 􀀱􀀱􀁾􀀠ribbons I I hIgh I Prep/tmdmeIl1 : mechanical seperation _C-o None DeIecIed --------------------------------------LaYer 3 Textured Paint Slcm:Jscopic Exam
I Colo< I Texture 􀁲􀁾􀀱􀀥􀁆􀁾􀁾􀁲􀁾􀁴􀀱􀁾􀁏􀁦􀁾􀁾􀀧Off-WhIte Rubbery PLM Examioalion Colo< ParallcI Pcopendl""'" Extinction Signor CO<oponcnls % +/M I Plcoc:broism Ret Index Retlndcx
Birer Angle EloOgaIion """"" 1 Glass Foam 0 Pigment/BInders .. Non-flbn>us PrepI-.:m: heat /melt Asbestos Content : None DeIecIed --------------------------------------ConunenlS : Analyst:
Steve Moody ./"Il-Date Analyzed : 11/16101 Lab lob#: xi 8-12298 ISample # : 10954 pi 
iSIeve Mnndu MiN'a , _. Inc. iIDH 􀀧􀁾􀀺􀀺􀀧􀀮30.00114 ..................'""".Cb, LPL 􀁩􀀶􀀳􀀮􀂷􀀧􀀬􀁾􀁨􀀠,. ,A NV> ,102056 CHent: Ell Environmental Services Project : 15109 Surveyor
Blvd. : Not _<led LabJobli: x1B-12298 Sample#: 1!J9S..5 Desaiption : Wall MatmiaI on Tape and Bedding Material on Sheetrock, Page 1 on Men's RestRoom Layer I Drywall Material Color 1
T"""", 􀁾Wblta 1 Blocky YES 2 i ND 1 84." 􀁾􀀠'% 1+1· .Co!'" 􀁒􀁥􀁾􀀠-An... _Signt)f-D 􀁾􀀠ribbons hiah 1'Iq>Iln:aIm<nt: 􀁭􀁟􀁾􀀠Asbes!ooCmb:oll: N_Detectad -----------------------􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀁾􀀭�
�􀀭􀀭􀀭Layer 2 OW Paper Facing eolo< T"""'" 􀁾I 100Tan Fibrous ND 1 5 " % 1+1CoIoT 􀁾􀁲􀀡􀁸􀀠' Rd, lrulex Bimf AJ1l!1e LSignof • FIlIe!S -no 1 """" I high I "I 􀁾􀀺􀀭􀁾􀀠_ConIcn1: NoneDetectad
(-----_. 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭.---------------_. Layer 3 Glass Fiber Mesh ,Eum 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀁉􀀠5 • % 1+1c.Ior 􀁾􀁾Angle _Signor IFiI>em 􀀱􀀱􀁾􀀠-I ,I"", I 0 1 􀁾􀀺􀀭􀁾􀀠_Cmb:oII:
_Detectad --------------------------------Layer 4 Joint Compound I ColO< T..... 􀁾I NO 1 􀁾􀀠i-Blocky • 􀁾􀀠i % 1+1􀁾􀀠c.Ior 􀁾􀁉􀀠1Angle I_Signor """'" 􀀱􀁾􀀠1 1'Iq>Iln:aIm<nt: ....IIanl.a1
􀁾􀀠􀁟􀁾􀀺􀁎􀁯􀁮􀁥􀁄􀁥􀁴􀁥􀁣􀁴􀁡􀁤􀀠---------------------------------Comments: Analyst : Steve Moody ./IJ-Dale AIlaly1<:d : 11/16/01 Lab lobi!: x:1B-12298 ISampJe#: 11l9S-5 JiiP' 
Client 􀁾􀀠en EnvironmOfltal ServIces Project : 15109 S.......,orBlvd. Project # : Not Provided Lab lob#: x1B-12298 Sampl.# : 109S-S Sample Dcscriplion : Wall Mallll'lal on Tape and
Bedding Material on Sheetrock, Men"sRestRoom Page 2012 Layer 5 Textured Paint CommenIs: Analyst: Steve Moody • IJatcAnalymd: 11/16101 Lab J01>/l: xi8-12298 ISample #: 109S-S P' 
􀀭􀁾•. 30-0084 Inc. EPA' 􀁂􀁵􀁬􀁫􀀻􀁃􀁆􀁬􀁌􀁃􀁨􀀮􀁉􀀮􀁐􀀬􀀳􀀶􀀳􀀮􀁾􀀺􀀺􀀺􀀧􀀮􀁁􀁭􀀾􀁁I""u , NVLAP Lab No. 102056 Client: Ell EnvIronmental SeMcas Project: 15109 Surveyor BMl. Project#
: Not Provided Lab JobII: x1B-12298 Somple# : 11J9S.6 Client Sample : WaU_1 on Tape and I!edding _ onS_ Page 1 of2 Layer 1 OJYNBII Material I 􀁾􀀠I T..... I 1PLM: I Blocky YES 2 NOI
79 I %+I. 􀁊􀀺􀀭􀁾􀀠􀁾􀀢􀀺􀀡􀀮􀀠R;'" " Bimf AnJ!le 􀁟􀁓􀁬􀁧􀁮􀁾􀁦􀀠Ran 0-... IiIah , 􀁾􀀭􀁹􀁰􀁳􀁵􀁭􀀯􀀢􀀧􀁟􀀠91 􀁾􀁉􀀺􀁭__􀁾􀀠AsbcsIosContmt: None IleIected ,----------------􀁾􀀭---------􀁾􀀠--Laya-2
OW Paper Facing I CoIOI' I 􀁾􀀠􀁾􀀠PLM: I Tan I 100 NO 5 C. %1+1. I II Color I􀁒􀁾I ROrfuda i:: -_Sign?,r . 1100 rIllIl<InS 􀁾􀀺􀁭􀁟􀁾􀀠AsbcsIos c..-t: None IleIected f----------􀁾􀀠------------􀁾􀀠-
-Layer 3 Glass Fiber Mesh :-CoIOI' T..... I!:!!!!! NO--100 I ND 3------PLMI , % 1+1-1 􀁾􀀮􀁉􀀠" Col.,.. I􀁾􀁾i Rot JOOc. I s:r AngIc 􀁉􀁾􀁾.....' 11011 .1.. 􀁾􀀺􀁭􀁥􀁣􀁨􀁡􀁮􀁬􀁣􀁡􀁬􀁾􀀠Asbc:st.os
Content: None Detected 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭---􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠---------_. Layer 4 Joint Compound :EDm Co"" I T...... 􀀱􀁾􀀱􀀰I .....Wh.IIe I 61-.. I YES PI.MI %1+1. 􀁾􀀠Co""
􀁾􀁾! Rotlndex I sUer! AngIc _Signo.f 1100 I I I I I I P!ql/Lreolmenl: m_separation AsbeMs Cootenl: None Detacled ---------------------------[-'I Analyst: Steve Moody If!Dam AnIlIy:!ed:
11116101 I LabJobII: X1B-1229BI SampleR: 1098-6 pc 
3 Steve Moody M"zero Senices. ,,,,,, Bulk Asbestos 􀁁􀁮􀁾􀁩􀁳Sheetr'f!lli..Li=No. 30-0084 NVLAP I.ab No, 102056􀁅􀁐􀁁􀁾􀀴􀀰􀁃􀁆􀁒􀀬􀁃􀁢􀀮􀁉􀀮􀁐􀁌􀀷􀀶􀀳􀀮􀁟􀁆􀀮􀁟􀀮􀁁􀀠En Envin>nmenIaI
__CUeot; Project ; 15109 SllMIYor Blvd. Project # ; Hot Provided Lab lobi: ><111-12298 Sample # : 1Q9S.6 Client Sample Description: WaH MaIeriaI on Tape and Bedding MaIeriaI on Sheetrock
Page2of2 LaJ'lO"S Texture .". T_ 􀁾􀀠I -􀁾􀁉􀀠PLM Examination SignorColor 1 PataJJcl II'upendiCUJarI 1 Extinction etoD..tio.!6..-/Taic IIIJnders 110Q I -..-..us .............l... I Prep/Iftatm<n':
mechanlcalseporallon _eoru.n,: None DeJected I Co_ . % 1+1-1 1 I P1codlroism Ref' IndIot Ref' ImIex aim An"" 􀁾'----------------------------------AIlalyst : SteveMaodyComments: fit,Dale
Analyzed : 11116101 Lab ]obl: x18-12298 1SampleiI: 109S-6I p. 
inc. Qient: :Project: ;Projecl#; ETI Environmental Semc:es 15109 Surveyor Blvd. NotPn:ndded LobJobli; x1B-12298 Sample # : 1095-7 Client Sample Description: 12" x 12" Floor Tile with
Yellow Glue over 12" x 12" F100rTolewith YeUowGlue Page 1011 Layer I Top Tile 􀁾􀀺􀁟􀀬􀁭􀁥􀁬􀁴􀀠_CoIl_: None Detected Layer 2 Yellow Mastic Stcroosc:opic Exam . I c-==-__I-_.;T;;:......􀁾􀀽􀀭􀁟􀀭􀁉􀀧
􀁾􀀬􀀬􀀢􀀢􀀭􀀧􀁬􀁾􀀽􀀧􀁴􀀧􀀥􀁾􀁆􀁯􀀺􀀻􀀻􀁢􀁲􀁯􀁵􀁳􀁾􀁾􀁆􀂷􀂷􀀧􀀭􀀧􀁁􀁓􀁢􀁏􀁓􀁩􀁄􀀵􀀡􀀥􀀢􀀢􀀧􀀽􀁆􀁯􀁦􀀢􀁓􀀡􀀡􀁭􀁰􀀷􀀢􀁾􀀱􀀹􀁩yellOw Rubbery 􀀮􀁾􀀺􀀽􀀧􀁦􀁅􀁓􀁊􀀠ND L f.iDI 1 .• 􀁃􀁾􀀢􀀬􀂷􀁾􀀧􀀭􀁾􀀭....
􀀭􀀽􀀭􀁴􀁉􀀱􀀬􀀻􀀮􀀺􀀥􀀢􀀧􀁾􀀧􀁦􀀮􀀺􀀮􀀻􀀫􀁉􀁟􀀧􀀫􀂷􀀭􀁌􀁉􀁟􀀭􀀧􀁾􀀽􀀡􀀺􀁾􀀭􀀧􀀭􀁉􀁟􀁬􀁟􀁬􀀧􀁦􀁯􀀼􀁢􀁲􀁯􀁟􀁃􀁯􀁬􀁯􀁲__􀁩􀁳􀁭􀁟􀀭􀁌􀀁􀁟􀁒􀁟􀀺􀀻􀀭􀁟􀀭􀁟􀀭􀀭􀀧􀀭􀀁􀁾􀁾􀁾􀁉􀀭j 􀁾􀀺􀀮􀁯􀁮􀀠􀁉􀁾􀀠-CooImt;
None Detected􀁾􀀻􀁟􀀬􀁭􀁥􀁬􀁴􀀠-----------􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀬􀀠Lo,yer 3 Bottom Tlle Ptep/lreaIment. heat, melt _eo.....,; NoneDetected Layer 4 Yellow Mastic 􀁾􀀺􀁟􀁬􀁭􀁥􀁬􀁴􀀠Asbestos
ContaIt; None Detected Comments: Analyst; Slave Moody 11116101 J ,...c 
-----------------------------------SIeve Moody Mzcro Services, Inc. Bulk Asbestos Analysis Sbeet rTOH"""",LUx:nse",' ....."",-,No=.3"'O'OO=B4"-______-=EP"''A'''M􀀧􀀧􀀧􀀧􀀧􀀧􀀡􀀧􀁉􀁾􀁃􀀡􀀾􀀮􀁾􀀱􀀬􀀬􀀬
􀁬􀀧􀁴􀀮􀀬􀀬􀀷􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁓􀁬􀀧􀀡􀁵􀁢􀀧􀀧􀀧􀀧􀀧􀀧􀁆􀀧􀀧􀁟􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀮A"'-______􀁾􀁎􀁖􀁌􀁁􀁐􀀽􀀢􀀢􀀧􀀭􀀢􀁌􀁡􀁢􀀢􀀢􀀭􀀧􀁎􀀢􀀧􀁯􀀧􀀭􀀧􀀮􀀱􀀢􀀬􀀰􀀲􀀰􀀵􀁾􀀶􀀬􀀠Client: Ell Envi"",mental
Services Projea : 15109 SUrveyor Blvd. Projea# : Not PrvvIdell Lab I.bIt: 􀁸􀀱􀁅􀁾􀂷􀀱􀀲􀀲􀀹􀀸􀀠SampleS: 1Q9S.l1 Client Sample Description: 12"" 12" Floor Tole _ Yellow Glue, W ............
Rest Room Page 1 of1 Layer I Floor TIle Cdor Hard PLM Examioalion Cdor .Exlinct:ioaIE Sign of1Pumlld 􀁉􀁾􀀠Angle EI.,ru",,;oo1 1%1+1.1 I IP_M Rd'. Index Ret lndcx Biter 􀁾􀁣􀁩􀁉􀁡1_BindeIs high1011 I H_ I I I """"_I: heat, melt Asbestos Cmtmt: None Detected -.. 􀁾􀀠􀁾􀀠􀀭􀀭􀀭􀀭􀁾􀀬
􀀭􀀮􀀠Layer 2 Yellow Mastic 􀁓􀁾􀁩􀁣􀁅􀁸􀁭􀁮􀀠 Color T..... v_ Rubbery 􀁅􀁾􀁉􀀥􀁆􀀮􀀺􀀺􀁴􀁾􀀢􀀧􀁴􀁦􀀻􀀭􀀲􀁾I IPLM_ , : Cdor Cxtinction II Signor :1Pumlld 􀁉􀁾􀀠Anl!le ekID..... _ 􀁇􀁴􀁕􀁥􀁾􀀠1011
I I Pn:p/ItaIImcnI : heatl melt _Cmtmt: None Detected -------------------------" -1% 1+1.1 ICom"""",,, IPI_ Ret Index Ret Index 8iref ! Analyst : SIeve Moody Comments: 􀁾􀀠v.... AruiIy:md
: 11116101 Lab lobi!: x1B-12298 ISample # : 109$-8 P' 
--------SIeve Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet mH Lia:nse No. 3()"()()84 EPA Mc!hod 40 CFR. Ch.! PI. 163 S>lll."ptL",F".""" .. A"--_______ Aoo"" N"Vl.AP="-"Lab=N"'o"'.1",02",,0
'16""1 Project : 15109 Surveyor Blvd. Project# : Not Provided LabJobll: ><18-12298 Sample # : 1Q9S..9 Client Sample Description: 12." x 12" Floor Tile wiIh Yellow Glue. at Men's Rest
_ Door Page 1 of1 Layer I Floor Tile I =. I PlM Examination 􀁢􀁾􀀯􀀽􀀽􀀽􀁟􀁾􀁉􀁾􀀭􀀭􀀭􀀬􀀭􀀭􀀫􀁬􀀭􀁉....:O= 􀀮􀀬􀀭􀁉􀁟􀀧􀁟􀁐􀀱􀁟􀀻􀀺􀁃􀁟􀁨􀀢􀀢􀀢􀀢􀁟􀂷􀁟􀀭􀀭􀀬􀁉􀁟􀁾􀁾􀀠􀁉􀁾􀀽􀁩􀀠:: 􀁉􀁾􀁯􀁯􀀠􀁉􀁾􀁉􀁉
􀀠Prep/IJeaImeI1t : _Imelt "'''''''''' C'<lntent: None_ __ J Layer 2 Yellow Mastic Prep/IJeaImeI1t: heat1melt _ eon_: None_ 􀁾􀀭􀀭􀀭􀀭------------------------------ICommenu: 􀁉􀁾􀀺􀀠􀁾􀁍􀁯􀁯􀁤􀁹􀀠􀁾�
�􀀠Date A.naJyz.d: 11/16101 Lab JobII: x1B-12298 ISample # : 109S.$ pc 
Steve Moody MICro Services. Inc. BulkAsbestos Analysis Sheet IDH License No. 3Q..OO84 EPAMctIIod40CFR,Cb. 1,Pt. 763,Sulmt.F, Aoo.A 􀁾􀀮􀁖􀁌􀁁􀁐Lab No. 102056 Client: ETIE__IServices
Project: 15109 Surveyor BMt. Project 11: Not ProvIded LabJobY: xlB-12298 Sample # : 1098-10 Client Sample Description : 2' "4' Ceiling Panel, Foyer Page 1 of1 Loyer I Ceiling Tde SIal:oseopi<:
Exam I em", I T_ 􀁾􀁾􀁟􀀿􀁉􀀥􀁆􀀺􀀭􀁾􀁲􀁴􀁾􀁾UghtGnly FibroUs PLM ExamiruWon 1 1% Color Parallel 1'apmdi<uIar IEldin-. E.=!'" ./, ,-Rd._ R<t: Inde>< 􀁂􀁩􀁲􀁥􀁦􀁁􀁉􀁉􀁾􀀠E _h 'ooi Cellulose
Fme.s 􀀮􀁾􀀠iibIJons -.... high .--Rods 0 I Perlite 21 Glass Foam 0.... 􀁾􀀺....-.......-.. _ eoo.... : None IIeIecIsd ------------------------------r.. ...I Analyst • Steve Moody /fI..
. : Date AnaIy;!:ed : 11/16101 1 Lab Jobil: xl8-122981 Sample 11 : 109S-10 ..... 
Steve 􀁍􀁾Micro Services, Inc. Bulk Asbestos Analysis Sbeet IDH License No. 3Q.OOM EPA Melhod4OCfR.Ch.I Pt. 763$1li1I1< 􀁆􀀮􀁾􀁁􀀠NVW Lab No. 102056 Client: Ell Envlnlnmenlal ServIces
Project: 15109 S"""'Y'IF Blvd. Project # : Not ProvIded Lab J.btI: x1B-12298 Sample # : 109S-11 Client Sample Description: 2' X4' Ce;ling Panel Page 1 ofi Layer 1 Ceiling Tile Stereoscopic
&amF Colo< I T..... 􀁾􀁾􀁴􀁆􀀺􀁏􀀢􀀧􀀢􀀧􀁾􀁾􀁅􀁭􀀬􀁾􀁬􀁾= LlghtGrer Fihm... PLM liluIminatioo Colo< Panilld IPttpco4icular I Extinction Signor % +/-IPIeochroism Rd: _ , h[Index Biref
i Amdc Eo:euulose _ R -... -_WooIFlbefs Rods 0...._---GlassFoom 0perlile .. 􀁾􀀺m_aeparaIlon AsbesIoseo.-t: N<me DeIacIed , f----------_.------------------C Aualyst: Steve Moody ('J'l-,.,.
iDale Analy=! : 11116101 Lab J.btI: x1B-12298 ISample # : 1095-11 p 
SIeve Moody Micro Services. Inc. BulkAsbeo1ns Analysis Sheet TDH License No. 3!HlO84 __-,SP=A",M,etbod <HlCFR,Ch. 1, PL 763, Subpt F,.Mo."'A'-______ NVLAP Lab No. 102056 Client: Ell
Environmental Services Project : Proj<:ct # : 15109 Surveyor Blvd. Not_ded Lab Iobll: ><18-12298 Cli",' Somple Desaiption : 'Z x <t. Ceiling Panel. Office Layer I Ceiling Tile Sample
# : 109$.12 Page 1 of1 AsI>CSID$ Coo,,",: None Detected ------------------------------• Analyst: Slave Moody /ilL _ ! Date Analyz=!: 11116101 J r -[i....Jobil : . x1B-:'-2298""':'::"I-Som---PI-e􀀣􀀭�
�􀀭􀀽􀀭􀀱􀀰􀀹􀁾􀁓􀀭􀀭􀀱􀀭􀀲􀁾􀀭􀁬􀀠ColTUTlC1lts : po 
I SIeve Moody Micro Services. Inc. QC AnaIysis Sheet ., TDHLi_30.00S 􀁅􀁐􀁁􀁾􀀮􀀶􀁏􀁏􀁊􀁒􀀭􀀹􀀢􀀬􀁃􀁊􀁉􀀢􀀬􀁉􀀱􀀢􀀬􀀶􀀬􀀭􀀭___________-"'NVLAP="-"1M=2"'a"'S6'j Cli..t: QC SAMPLES , Sample
# : x1B-12298*109S41 Sample Analyllis : Layu I Floor Tile 􀁾􀀺heatI melt LaF 2 Yellow Mastic 􀁾􀀺􀁟􀀧􀁭􀁥􀁬􀁴􀀠Asbestos eon... : None De-.:! Analyst : Robert W. Miracle Daft;: lllllllOl
Sample # : x1B-12298*109S-3 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 November 15, 2001 steve Moody Micro services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP RegUlations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF' SAMPLE SAMPLES DATE BUILDING NlIME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 109S-1 thru 109S-12 12 11-14-01 15111 Surveyor Blvd. 111S-1 thru 111S-12 12 11-14-01
15113 surveyor Blvd. 113S-1 thru 113S-12 15 11-14-01 15115 Surveyor Blvd. 115S-1 thru 115S-15 Addison, Texas Please list numerically on report from last digit(s) of sample II. Please
submit quality control results with final report. Please siqn and return one copy, keep the other other copy for your records. Thank You. STEVE MOODY MICRO SERVICES, INC. Eddie aw ece1ver's
Signature Asbestos Consultant Date 
PLMREPORT Steve Moody Micro Services, Inc. NVLAPLabNo.I02OS6 1510 Randolph. Suite 602 IDH License No. 30-0084 Carrollmn, Texas 75006 (972) 446-94lI2 PATID# 102577 Client: ETI Environmental
Services Lab Job No.: x1 8-12299 Project : 15111 Surveyor BlVd. Report Date: 1111712001 Project#: Not Provided Sample Date: 1111412001 Identification: Asbestos, Bulk Sample Analysis
Test Method: OnIIl16lOCopi<soflhclab Polarized Light Microscopy I Dispersion Staining (PLMtOS) EPA Method 40 CFR, Ch. 1, PI. 763, SUbpt F, App. A 1._.(12lbulk_"""t>les..... subrn.iUodbyEddieTaw.fETI-
.......JSeMccslbr __ysisbyPIMIDS. __""'_.__bc--Tbc""""",..._bcIow: Page lof2 Sample Number 11 IS-I ll1S-2 1118-3 11IS-4 1118-5 1118-6 1118-7 1118-8 1118-9 1118-10 1118-11 Client Sample
Description I Location Wall Material Wall Material Wall Material Wall Material on Tape and Bedding Material on Sheetrock Wall Material on Tape and Bedding Material on Sheetrock Wall
Material on Tape and Bedding Material on Sheetrock 2' x 4' Ceiling Panel 2' x 4' Ceiling Panel 2' x 4' Ceiling Panel Floor Covering, RestRoom Floor Covering, RestRoom Asbestos Content
None Detected -Joint Compound None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Texture None Detected -Textured Paint None Detected
-Drywall Material None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Texture None Detected -DI}'WllII Material None Detected -Texture
None Detected -Textured Paint None Detected -Drywall Material None Detected -Texwre None Detected -Textured Paint None Detected -Ceiling Tile None Detected -Ceiling Tile None Detected
-Ceiling Tile None Detected -Sheet Flooring 65% CIuysotile -Fiber Baoking None Detected • Sheet Flooring 65% CIuysotile -Fiber Backing 
PLMREPORT SIeve Moody Micro Sen>;ces. Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 IDH License No. 30-0084 Carrollton. Texas 75006 (972) 446-9482 PAT ID # 102577 Client : Ell Environmental
Services LlIb Job No.: x1B-12299 Project : 15111 Surveyor Blvd. Report Date: 11/1712001 Project #: Not Provided Sample Date : 11/1412001 Identification: Asbestos. Bulk Sample Analysis
Test Method: Polarized Light Microscopy 1Dispersion Staining (PLMlDS) EPA Method 40 CFR. Ch. 1. pt 763. Subpt F. App. A Page 20f2 On 11/1610 I. twelve (12) bulk malcriaI samples were
submitted by Eddie Taw of E11 Environmc:ntal Services for asbestos ana!y.;is by PLM/DS. 􀁾􀁩􀁣􀁳ofthe Jab dala shccIs an:: attacbc:d; additional information may be fuuDd Ibc:n::in. The
rc:suIts an:: SlUIlIDBIiz,;d below: Sample Number Client Sample Description I Location Asbestos Content IIIS-12 Floor Covering. Rest Room None Detected -Sheet Flooring 65% Chrysotile
-Fiber Backing IIIS-4 QCSample None Detected-Drywall Material None Detected-Texture 1b=samples,.... anaIy2zd by layers. QuanlifiCllim, un1css <JIhctw;sc ....... is pcrfunned by YisoaI
estimaIc. R.s"Us may oot be __except in full This .... _.eIaIcsonly to 1hc samplcslcsled. Tbcsc test resuUs do not imply endorsement by NV1..AP or any agency ofthe U.s. Govemment. Acaedited
by the National Voluntary LaboratOly Accreditation Program for Bulk Asbestos Fiber Analysis under Lab Code 102056. Analyst : Steve Moody 􀁾􀁾􀁶􀀠Lab Director: Steve Moody Approved Signatory
: C),Il!. r -----------------------------Thaok you b-c:boosiog Steve Moody Micro ScIVicc:s -----------------------------
Sieve Moody Micro Services, Inc. Bulk Asbestos ADalysis Sheet illH license No. 30-0084 EPA MeIbod40CFR.Ch.I Pc 763 SubDt.F.Arm.A NVLAP Lab No. 102056 Client: Ell Environmental Services
Project : 15111 Surveyor Blvd. Project# : Not Provided LabJob# : x1B-12299 Sample # : 1115-1 Client Sample Description: Wall Material Page 1 ofl Layer I OW Paper 1Tape Stcreosc:opic
Exam I Color I Texbm: cous?l% Fibrousro/o Asbestosl% orSamplei Tan/Whitu Fibrous YES 100 NO 30 PLM Examination Color ParaIIcl Perpendicular Extinction Signor ComPOnenls % +/. M I Pleochroism
Ref. Index Ref. Index 8m Angle Ero;gatioD 􀁾􀁥􀁬􀁬􀁵􀁬􀁯􀁳􀁥􀀠Fibers 10Q ribbons high PrepI_t , mec:hanical .......,.uon Asbestos Corueut , None Detectad 1------------------------------------Layer
2 Joint Compound Str:mlScopic Exam I Color I Texbm: 􀁲􀁬􀁯􀁭􀁯􀁾􀀿􀁉􀀥􀁆􀀺􀀢􀀢􀁾􀀢􀀧􀀺􀀧􀀧􀀱􀀮􀀰􀁦􀀺􀀺􀀧􀁐􀁉􀁾While Blocky PLM Examination Color Paralld Perpc:ndicular Extinction Signor
ComoonenlS % +/Moq>bology I Plcocbroism Ref. Index Rc£.lndcx Bird' Angle Elongation lCalcfte /Talc I Binders 10Q NoD-fibrous I I """,_t,m_separation AsbeslDsCoo....: None Detectad 1------------------
-------------------Layer 3 Texlure Stereoscopic Exam I Color I Texbm: 􀁴􀁾􀁴􀀧􀁆􀁾􀁴􀁩􀁲􀁴􀂰􀁦􀀺􀁳􀀭􀀱WhIle Blocky PLM Exmninalion Color Paralid Perpc:ndicu1ar E-;:':on Signor Components
% +/M /P1a>cbroism Ref. Index R.e[ Index Bird E1olllOllion p.Jcite /Talc /Binders 110Q I Non-Fibrous I I I I I I PrepItreatmcnt , mechanical separation Asbestos Contcol , None Detected
f-------------------------------------Layer 4 Texlured Paint Slcrcoscopic Exam I 􀁾􀀠I T..... 􀁉􀁈􀁗􀁯􀁯􀁧􀁷􀁥􀁯􀁵􀁳􀁾􀀥􀁆􀁩􀁢􀁲􀁯􀁵􀁳􀁾􀁁􀁳􀁢􀁥􀁳􀁴􀁯􀁳􀁾􀁯􀁯􀁲􀁓􀁡􀁭􀁾􀁉􀁾􀀠While Rubbety
YES NO Nol 5 PLM Examination 􀁾􀀠ParaIId Perpendicular Extioction Signor ts % +/M I PIcocbroism Ref. Index Ret Index Birer Angle Elongation pumice 1 EIofIgatad V_los 0 Igmentl Binders
,91 Non-fibrous PrepItreatmcnt, heat1mell AsbeslDs Contcol , None Detec1ed -------------------------------------Comments: Analyst, Steve Moody JjfVDate Analyzed , 11/17101 LabJob#: x1B-12299
ISomple#, 1118-1 
Steve Moody Micro Services, Jnc. Bulk Asbestos AnalysIs Sheet IDH License No. Jo-ooM EPAMeIhod4lJ Cl'R. CII. I PI. 763. SuboL F. ADo. A NVLAP 1MNo. 102056 CHent: Ell Environmental Services
Projoo : 15111 Surveyor Blvd. I Project#: Not Provided Lablob# : x1B-12299 Sample,: 1118-Z Client Sample Description: Wall Material Page 1 of1 Layor 1 O!ywall Malerial 􀁾􀀠I T......
, I Bloci<)' I YES I 3 I ND I ITT PLMExaminaJion Color I Paralld Perpendicular I -Sign ofCcm_ % +I. I Pleochroism Rd. Index Ref. Index Biref AnoJe JJ Cellulose Flbefs ribbOns high 1m-...
􀁾􀀠_us L I """'_:-supemJion AsIM:sIas eon"",,: None Detected f------------------------------------Layor 2 OW Paper Facing 􀁲􀁢􀀾􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀠I T....... Homogco<oos?I% 􀁆􀁩􀁢􀁭􀁵􀁳􀁾ASb"S..t
􀁏􀁦􀁟􀁅􀁉􀁾􀀠.............. -[ YES 100 ND 5 PLM Examirsalion 􀁾􀀠􀁣􀀮􀁭􀁾􀀠I􀁾􀀫􀁉􀂷􀁉􀂷􀂷􀀠I Color 􀁉􀁾􀁉􀁾􀁉􀀠Extinction • Signor I MOlpbology I-Bm 􀁾􀀬-.. l1l!!11 1m Elongation 􀁾􀁯􀁳􀁥􀁁􀁢􀁥􀁲􀁳
􀀠􀁾􀀬􀀺mecllan/calsepondion """""""Coob>Il: None Detected ------------􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---.. Layer 3 Texture Sb>_icEXllln I Color I T_ 􀀱􀁾􀀿􀁉􀀥􀁾􀁾􀁉􀀥􀁾􀁾􀁏􀁦􀁾􀁐􀁾W111U!
....BI""'"PlM Examination Color I Parallel 􀁾􀀠􀁾􀁉Comoonents %+I. M IP_ Ref. Index Ref. Jndc.x Ilircf p;3lcile I Talc I S ........ 10Q I Ifon.I'IbrollS I """'-.....: m___ Iubcslo5 Contmt:
None Detected r----_._-------􀁾􀀭-----------------Layor4 Textured Paint SIm<lSoopie EXlIIn I Color I Tcxtun: I""'"':'t􀀧􀀺􀀢􀀢􀀧􀁾􀀢􀀺􀀻􀁾􀁾􀁯􀁦􀁾􀀡􀁉􀁾-... RUbberyPLM_ Color I ParaIId
􀁾􀁩􀀼􀀺􀁮􀁬􀀧􀀢􀀠Extinction Signor C<>m_ %􀀫􀀯􀁾􀀠{Pleochroism Ref. Index Ref. Index Birer AIlllle Eloriiomon pumice 1-=_ I 0 IBI_ 91 􀁾􀀺heat/moll AsIM:sIaseon_: None Detectad ---------------------
---------Comments: Analyst : Steve Moody Jl/vDale Analyzed : 11/17101 LabJob#: :0:18-12299 ISampleil: 111S-2 
Sieve Moody Micro Services, Jnc. Bulk Asbestos Analysis S'fJ'TD"""H-"'Uoe!,."'''''£!N'''..'''3!!!0-00ll4:!!!!!!''--_____􀀭􀀭􀀧􀀧􀁅􀁐􀀻􀁴􀀡􀁁􀀧􀀧􀀧􀁍􀀧􀀧􀀧􀁥􀁤􀀧􀀧􀀧􀀧􀀧􀀧􀀡􀁉􀁏􀁤􀀡􀁪􀀼􀁗􀁾􀀢􀁃􀁆􀁒􀀮�
�Clt...l. PI. 763, 􀁓􀁵􀁬􀀡􀁰􀁴􀀮􀁾......A<>--______􀀭􀀱􀁎􀁖􀁌􀁁􀁐􀀡􀀢􀀭􀀢􀀡􀀡􀁕􀁌􀁡􀁢􀀮􀀢􀀮􀀮􀀬􀁎􀀬􀀬􀁯􀀮􀀭􀀬􀀬􀁉􀁟􀁾􀁾􀀠Client : Ell Environmeofal Services Project : ,Project' : 15111
Surveyor Blvd. Not_lied Lablobll: x1B-12299 Sample#: 1118-3 i Client Sample Description: WaD Material Page 1 of1 -Layer I Drywall Material Stmooscopic Exam I Color I T......-±IIon!ogmmus?i%Fib",ut
Asbesto'tofSiii1lP@WIllIe Blocky YES. 2 NO.. 82 ,PLM_ Color -PapcndicuIlor Extll1<Iioo I Si&n orCom__ %+/. f\(..<J!!IhoIOI!V 1Ref._ Ref_ Bin:f 􀁾􀁾􀁬􀀡􀁉􀀧􀁉􀁩􀁯􀁮􀀠Glas$woOiFlbeos Rods
0 een.-eFIbeos ribbons high 􀁾􀁉􀁂􀁬􀁮􀁣􀁬􀁏􀀢􀀭􀂷􀀠1M -i1o...m.n􀁾􀀺m_calseparation AsIICSIos O>oteot : None DeWcted -.. --.------------------------------.Layer 2 OW Paper Facing :Exam
.. I Color 1 T_ 􀁾􀀱􀀰􀀰􀀠􀁌􀁾􀀠r 5." I Ton Fibrous 1 􀁾􀀠• % 1+1.1 //l'Color . 􀁉􀀺􀁾I ltd_I:; Angle I_Sign",' lOll ribbons I I 􀁾􀀺m___ Asbestos Co"",",: None DeWcted f------------------------􀁾􀀠-
----.Layer3 Texture 􀁾􀁾􀀭T_ I .. -J BioekY YES LNOL.NOI 10., L % 1+1· .Col", . 􀁾􀁯􀁾􀁲􀀠,."" Birer ADele _Si&nof 10Q I PrepItreatmen': medlanlcal __ AsbcsIns Conkut: None DeWcted ..
----------------------------------Layer 4 Textured Paint :EMm 􀁾􀁾􀁎􀁏, 􀁾􀀠I T_ 􀁾􀀠31 1 YES 􀁾􀀠􀁉􀀺􀁉􀁾􀀠􀁾􀀠{!Color 􀁾􀁾􀀧Ref._ Birer Angle 􀁟􀀮􀁳􀁩􀁧􀁮􀁾􀁲􀀠I L 0 I Pn:p/_': _I_It
As_C_: None 08_ f--------------------􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭! Comments: Analyst : 8teveMoody 􀁤􀁾Dale Analyzed : 11117101 I LabJobII: x1B-12299I Sample # : 1118-3 ! 
Inc. EPA Bulk NVI.AP Lab No. 102056 􀁾􀀠; Client: ETl Environmental Services Project : Project II : 15111SurwyorBl'ld. NotProvicied Lal>JobtI: ,,18-12299 Sample#: 1118-4 : Clien. Sample
Description: Wall Material on Tape and Bedding Material on Sheetrock Page 1 of1 Loyer 1 OtyWall Material 􀁾􀀠I PLMI % 1+1"O,lor 􀁾􀁾􀀠􀁾􀀠Rods-lIE I'n:p/In:a!m<rI : mechanlcalsopondion
AsI!esWs Content: None DeIIIcted 1------------------------------PrepI_': mechanical seper.d!on 1------------Loyer 3 Texture % +/􀁾􀁉􀁣􀁉􀁉􀁥􀁉􀁔􀁡􀁩􀁾􀁬􀀭11Gq ... I _ .I PrepI_': m_separatIon
􀁾􀀱􀀱􀀰􀀠Comments: 1 Analyst. steve Moody /A_ i 0... : 11/17/01 -'I'" I Lab Job#: x1B-122l19 I Sample #I: 1115-4 Loyer 2 OW Paper Facing 
Inc. Ell Environmental Services 15111 Su_Blvd. NotProvidod LabIobII: x1B-12299 Sample. : 1115-5 W1IIIMateriaI on Tape and BeddIng -.lalon SlIeetrock Page 1 ofZ Layer I Drywall Material
Ash<:i!nsContm!t: None_ Layer 2 DW Paper I Tape Prep/IreatmeAt: ---LayerJ OW PaperI Tape As_Coo1ent: None Detecled Layer 4 Texture % Asbestos CooteI1t: None Detecled AnaIysI : Steve
Moody Date Analyzed: 11117/01 LabIobII: xiB-12299 SampleY: 1115-5 
I Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TOIl Lkm,. No. :ID.QOS4 ilPAMCIbod4l)CFIU:h.1 􀁐􀀡􀀬􀁾􀀷􀀶􀀳􀁾􀀮􀁾􀁓􀁾􀁵􀁢􀁴􀁬􀀡􀀮􀀢􀀢􀀢􀀬􀀢􀀢􀁆􀀮􀀢􀀬􀁁􀁰􀁰􀀮􀀢􀀢􀀬􀀬􀀬􀀬􀁁􀀬􀀭______-
,NVLAP,==-,,Lab=N,,,o,-,.1",02",0",56'-1 Client: En Environmental Services Project : 15111 S"""'Y"I"BIvd. Prqjeot# : Not Provided Lab Jobll, 1118-12299 Sample#, 1118-5 Client SUmpl.
Descriplion : Wall Material on Tape and BeddIng Material on Sheelrock Page2of2 Layer S Textured Paint PLM Examlnadca % +/. II! Non.fibn>us c.lnr,-ParaIId Ret: """'" 􀁐􀁾􀀮􀀮􀀮􀀠,_ Sign
of Ref. 1_ Bm:r I .. Angle E! . o 􀁾􀀺heatlmell. I Anolyst, steve Moody /11 ; Da!eAnaJ)'2I:d: 11117101 /11/I Lab lobi!: x1B:"12299i S-mnp-I·.-'-,􀀭􀀱􀀭􀀱􀀱􀀭􀁓􀀭􀀭􀀵􀁾􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭
SIne Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TOIl Litemc No. 3Q.OO84 EPA Mdhod 40C CIL I Pt. 763 􀁓􀁩􀁬􀁬􀁬􀁰􀀡􀀬􀁾􀁾􀀠...􀁾.....􀁾____...!N",VLAP"".",Lab"",-No=-. ...,I02OSO""""
: Client: Ell Environmental ServIces Project : 15111 Surveyor Blvd. Project II : NotProvIded Lab lobll: x18-12299 Samplell: 11151 Client Sample Description : wan _rial on Tape a"" Beddlng
_ on Sheeb'OCk Page 1012 Layer J Drywall Material Stcn:oscopic Exam I Color I T..􀀬􀁾􀂷􀂷􀀮􀁮􀁉􀀥􀁆􀁾􀀢􀀢􀀬􀀬􀁾􀁁􀁳􀀬􀀺􀀢􀀢􀁛􀀮􀁲􀀺􀁡􀁡􀁭􀁾􀁾Wbifs 􀁂􀁉􀁾􀀠PlM Examination ....-􀁾􀀠􀀧􀁾COl«
PamIId PcrpcndleuIar Ex1indioo IS % -+1. M IP_ ReE Index Ref.1ndex BiMf Angle EJoD"wo. __Fibers Rods 0 FIbers --Iypsuml_ "1M --l'repitreaImmt: sepanJtion Asbestos amr.ot: None DemcIed
f---􀁾􀀠􀁾􀀠--------------------------Layer 2 OW Paper !Tape COl« I T.., OFibroUS' FIbrous YES 1 100 NO S 􀁾􀀬􀀠==. % 1+1. 1 􀀮􀁾􀀠􀁾1Rd.lndex BU.r Angle 1':"81'", 1100 -.. -------------PrepI.-:_-As_
Coo!cct: None DeJacIad f-------------------------------Layer 3 OW Paper I Tape I Color 􀁾􀀠􀁾􀀱􀀰􀀰I ND S : 􀁾􀀠% 1+/. ,Color 􀁒􀁣􀁾􀁤􀁥􀁸􀀠: "'" ,.""" Bm Angle .SlgIlo.r 1100 ribbons
I hlab Prepi_: m_'eaI_aIIo4 Asbestos amr.ot: None Detected : : f--.-------------------------------i Layer 4 Texture S.......,."lcExam : I Color I T..􀁉􀁈􀁾􀁵􀁳􀀿􀁉􀀢􀂷􀁾􀀺􀀢􀀢􀁾􀁾􀁾􀂷􀁲􀁾􀁰􀁾WIllIe
...􀁾􀀠... PLMExaminalion Coler PamIId l'ttpeodjcuIar Extinction slgIlor Components % +/. MOfPboIogy IPfcochroism Rd Index Ref. J.ncb. Sirer Angle Elooglllion palcllel Talc,-" 11K No!>-I'lbnIus
l'repitreaImmt: mechanical sepanJtion Asbestos Content : None Detected f-----------.--------------------.... -. ,,....... CommenlS: Anal : steveMyst oody Da!eAnalyzed: 11M7/01 LabJobII:
x1S-12299: Smnple#: 1118-6 
----Sieve Mootfy Mtcro Services. Inc. Bulk Asbestos Analysis Sheet f-'TDH"""",LKm",' ___---'NVI.AI'=""''''Lab''''''N'''o".1",02056"",,"-1="',..""0,,.J6.OO="'I14"'-______􀀭􀀧􀁾􀀽􀀧􀁁􀁣􀀡􀀧􀁟􀀢􀀢􀀢􀀧􀀧
􀀧􀀧􀀧..􀁾􀁏CFR. CIt. I. PI. 163. Subpl F.'Aoo""'."'A'-___. Oienl: ETI EnvironmenlalServices Project : Project" : 15111 Surveyor Blvd. NotProvidecI Lab lobll: x1B-12291l Sample # : 1118-6
Qient Sample Oesaiption : Wall-.!aI on Tape and Bedding Material on SMelrock Page 2 on Layer 5 Textured Paint Stcrt:oscopic Exam PlgmentlBlndols II! _ l'RpI!n:almm!: _Imelt Birnf o Asbestos
CooIoot: None Detected i 􀀽􀁙􀁾􀁙􀀢􀀧􀁉􀁾􀀽􀀱􀀠Extinction Angl. /1L I LabJobi/: X1B-122911ls-;"'Ple#: 1115-6 
Inc. Client: Ell Envinmmenlal Sem..... Project : 15111 Surveyor Blvd. II: NOI: ProvIded Lab JobII: x1B-12299 Sample # : 1115-7 Sample Description: 2' X 4' CeIling Panel Page 1 of1 Layef
1 Ceiling Tile IAnalyst: Steve Moody 􀁾􀁾􀁩􀀠DaleAna!)'2J:d; 11117101 . _. Lab Job#:L-_____________________________________ I xiS-1mB i Sample #; 1115-7 
• Inc. Bnlk􀀮􀁾􀀢􀀺􀀮􀀠􀁾􀀭􀀿􀀮􀀠,....... EPA _ 4n "I'R .f'h. I. PI. "'" "'.. •. Aoo. A NVLAP Lab No. 102D56 Clien. : Ell Environmental SentI.... Project : 15111 Surveyor Blvd. Project#
: Not_ LabJobll: x1B-12299 Sarnpleil: 111841 , Client Sample Description: r X4' Ceiling Panel Page 1 of1 Loyer 1 Ceiling Tile Stcrcoscoplc Exam Color Texture 􀁉􀁈􀁯􀁭􀁯􀁧􀁾􀀧4%􀁆􀀺􀀻􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾�
�􀁳􀀺􀀭􀁾􀁏􀁾􀀽􀀭􀁥􀁬􀁾UgIItGrey FIIJrousI I PLM' _.Si&nof􀁉􀁬􀀢􀁾!+I. :.:. , Rer.lndex Angle ribbons C 􀁾􀀠Bm highR_ 0-􀁾􀀠0... Prep/In:8lmont: m_separation As_CooIl:oI: None DeIec1ed
1--------------------------------, Comments: I Analyst: . Steve Moody ./lL-Dale Analyzed: 11/17/01 LabJobll: x1B-12299! Sample # : 111S-8I ! 
􀁉􀁾􀁾􀁌􀁾􀁾􀀺􀀧􀀺􀀠.30-0084 Inc. Bulk. •Cb. 1. Pt.76J 􀁾􀁾. ...., Aru,. 􀁾􀀠. 102tl56 Client: En EnvIronmental Services Project : 15111 SuM!yor Blvd. Project'" : Not Provided Lablobll:
><18-12299 Sample"': 1115-9 Client Sample Description : 2' x 4' CelHng Panel Page 1 of1 La;yer J CeiUng Tile Sltr1:mCOpicElolm I Col", m l .. =: 􀀱􀀱􀁾􀀮􀀮􀀮􀀮􀁳􀀿􀁉􀀥􀁆􀀺􀀭􀁾􀁾􀀭􀁩􀂷􀀻􀁴􀀴􀀠PLM!
UgbtGroy 􀁾􀀠.CoIO< Rerr::::.x I' aCt Index ! I_sign".f 􀁾+/sUer .. Angle -... hIM Rods II I'tifIfD 0 PrepIIreaIment : ___ration As_Cooo:ol: None De-.s -----------------------..----.--Comments:
Analyst : Steve Moody 5f1-Dare Analyzed : 11117101 Lab JobII: x18-12299 ISample #: 111S-4I 
Steve Moody Micro Services, Inc. Bulk Asbestos AIlaIysis Sheet '!DH LiceIlse No. 30.0084 EPAMd.hod40Q'!!,OLI,Pt. 􀀷􀀶􀀳􀁾􀀬􀁟􀀬􀁁􀀠NVLAP Lab No. 102056 Client; Ell Environmental Services
Project ; 15111 SwveyorBIvd. ProjectS; Not Provided LabJobil ; ,,18-12299 Sample # : 1118-10 Client Sample Description : Floor Covering, Rest Room Page 1 011 Layer I Sheet Flooring 􀁾􀁩􀁣􀁾􀀠I
Color I r ...... 􀁉􀁈􀀬􀀮􀀮􀀮􀀮􀀮􀀿􀁉􀀥􀁾􀁾􀁾􀁉􀀥􀁾􀁢􀁥􀁳􀁴􀁯􀁳􀁦􀀢􀁾-ToogIlPLM Examination 􀁾􀁬􀁉􀁤􀀺􀀺􀁾􀀠Color Pamlld PorpendicuIM : -Signoll % +I... MorphoIOfl!' I Pkochroism R.r._
.. Ref. Index Bin:!' 􀁁􀁮􀁾􀀠:Elon..... 7 Closed Cells L I I31 -Prep/treatment: heatI melt Asbestos <:ooten.: None 0eIecIBd ,-------------------------------Layer 2 Aber Backing 􀁛􀀧􀁾􀀺􀀭I
r ...... 􀁾􀁾􀁩􀀥􀁆􀀺􀀭􀁴􀀢􀁾􀁲􀁏􀁦􀀺􀀧􀁥􀁬􀁾FiIIrOus... 􀁐􀁌􀁍􀁾􀁯􀁮􀀠Color -:I'crp<ndieular Extinction Signor 􀁾􀀭% +1IPI_ R.r. Index i Rc[_ Bin:f ""gle BOO..... 􀁾􀀽􀀭􀁾􀀠None 1.558
1.5411 low II • lFiIkHs 1 I···· PrepI_: mechanical __n Asbestos Conten.: 65% cm,sotile-------------------------------.i-An-alyst--:-smv--.-Moody----fit-., I , DateAnalyzOO: 11117101
􀁾􀀠􀁾􀁴􀀧􀀭􀀭􀀭􀁌􀁡􀁢__l0_bI!_:_X1_B-_12299_ __'I_Sam_._:.p_le_#_:_1115-10L ___􀁾􀁾􀁾__􀁾__ 
Sieve Moody Micro Services, Inc. Bulk Asbesros Analysis Sheet w1Dll""-",I..ie<n<e",,,,,,,No,,,,-",3"!:0-0084"""'-_____􀀭􀁅􀁾􀀢􀁉􀀴􀀮􀀢􀁍􀀢􀀧􀁣􀁤􀀡􀀢􀀢􀁯􀁯􀁤􀀢􀀢􀀴􀀹􀀠CFR, Ch. I. PI.
163. SubplLF'-"""'-"I4.______--'NVLAP""'=Lab""'-'No.,.,..,I"'020S"""-j6 Client: Ell Environmental Senrices Project : 15111 SIlI'\I!IIyOr BMI. : Project # : Not Provided LabJob# : xi8-12299
Sample # : 111&-11 i Client Sample Description : Floor Covering, Rest Room Page 1 of1 La,yer I Sheet Rooring 􀁓􀁾􀁟􀀠 Color T-.o 􀁉􀁾􀀿􀁉􀀥􀁆􀁩􀁢􀁲􀁯􀁵􀁳􀁲􀁁􀁳􀁢􀁥􀁳􀁴􀁯􀁳􀁉􀁙􀀮􀁯􀁾􀁍I
Brgwn I T.,.,gh YES ND ND 1-50 PLM __ ' Dimr 􀀢􀁾􀁩􀁧􀁮􀁾􀁲II Color! %1+1. 􀁒􀁾􀁤􀁣􀀱􀁴􀀠,􀁾􀁃􀀡􀀡􀁉􀁉􀁓􀁾􀁆􀁯􀁡􀁭􀀠-":Ill I Prep/IrcoIment : heat1melt Asbestos CoatJ:nI: None DelecIed
r-----------------------------------La,...Z Fiber Backing Color r 􀁾􀀠􀁾􀁉􀁾􀁉􀀠PLMI Color .Signof ,"" 􀁾Rc£_1 Direr Angle% 1+1+􀁾􀀠11 N.... 1.556 1.5411 I loW 0SllIIYI_ 3!1 """ I PIoplb>almenl:
meohanlcal __ As'I>eslm 􀁾􀀺65% Chtysotile r------------------------------------. Comments : ! 􀁾􀀺􀀠Stave Moody f1L1Dale Analyzed : 11/17101 I Lab lob#: x1B-12299I Sample # : 1118-11

Steve Moody Micro 􀁓􀁥􀁲􀁶􀁾􀀠Inc, Bulk Asbestos Analysis Sheet 1DHLicense No. 30-0084 EPA _ 40 C!'R, Cb. I. PI. 763.1!uI>f>!,cEFL!.􀁁􀁯􀁰􀀬􀀢􀀢􀀬􀀬􀀡􀀾􀁁􀁾__ NV1AP Lab No. 102056 Client:
Ell Environmental_ Project : 15111 Surveyor Blvd. Pro'!lecI # : Not Provided La!>Jobll: x1B-1 Sarnpld: 111 12 Client: : FloorCovering, RestRoom Page 1 of1 Layer I Sheet Rooting ,Exam
I COlO< I T_ ..1:IMwn.,M 1% 1+1'Foam 71 IIlnylB'_ 31 􀁾Tougb 􀀮􀁾􀀠a::'.. 􀀢􀁾􀁲􀀠.. I ND , I Birer I'n:p/IJ-...u: hoatl melt AsbestooCoolent: None_ liD I 50 Angle .,Sign '" -------------------------
-Layer 2 Fiber Backing ,Exam Col... I 􀁾􀀠􀁾I 65 II I 85 50 PLM 􀁾􀀠..'CoIor a::'.. , _s'....r.,:... I Biref Angle 􀁾􀀠None 1.5511 1.548 low 0 + Prep/bcalment: mechanical sepetaIIon
Asbestoo Coo"",.: 65% Cluysotile ----_._-------------􀀭􀁾􀀠-----􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭CommenlS: Analyst: Steve Moody Dale Analyzed : 11117101 JIL-La!> Jobll: x1B-12299! SampleII : 111S-12

Client: QC SAMPLES x1B-12299"111S-4 Sample Analysis : Layor I Drywall Material Asbes!nseon;",,: None DeIeCled Layer 2 OW Paper Facing Layer 3 Texture Asbes!ns c.....t: None DeIeCled
AnaI:yst : Robert W. Miracle f4..Comments: (late : UIl71l1l x1B-12299"111S-4 
ETI Environmental Services 4112 VIA BAllENA MESQUITE: TEXAS 75150 (972) 279-9751 November 15, 2001 Steve Moody Micro Services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis follows: report is to be broken down and billed
by project as NO. OF SAMPLES SAMPLE DATE BUILDING NAME SAMPLE NUMBER 12 12 12 15 11-14-01 11-14-01 11-14-01 11-14-01 15109 Surveyor Blvd. 15111 Surveyor Blvd. 15113 Surveyor Blvd. 15115
Surveyor Blvd. Addison, Texas 109S-1 thru 109S-12 111S-1 thru 111S-12 113S-1 thru 113S-12 115S-1 thru 115S-15 Please list numerically on report from last digit(s) of sample #. Please
submit quality control results with final report. Please sign and return one copy, keep the other copy for your records. Thank You. STEVE MOODY MICRO SERVICES, INC. Eddie aw Asbestos
Consultant Date 
PLMREPORT StiWe Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suile602 IDH Liceose No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PATID# 102577 Client: ETI Enviromnenlal
Services Lab lob No.:x1B-12300 Project : 15113 Surveyor Blvd. ReportDete: 11/1712001 Project /I: Not Provided Sample Dale: 11/1412001 Identification: Asbestos, Bulk Sample Analysis :
Test Method: Polarized Light Microscopy1Dispersion staining (PLMIOS) EPA Method 40 CFR, Ch. 1, PI. 763, SUbpt F, App. A Page I of 2 On 11/16101, twelve (12) bull: _ """flIes"""_by Eddio
_ of1m EIMroomomaI_ I'oresbcsto$ anaJysis by PLMJDS. Copicsoftholab __... _:_infilnn1ltioomaybe__1ben:sulls... summarizedbeJow: Sample Number Client Sample Description 1Location Asbestos
ConteD! 1I38-1 Wall Material None Detected· Drywall Material None Detected • Texwre 113S·2 2' x 4' Ceiling Panel None Detected • Ceiling Tile 1135-3 Wall Material on Tape &: Bedding
Material on Sheetrock None Detected· Drywall Material None Detected -loint Compound None Detected • Texture II3S-4 12"" 12" Floor Tile with Yellow Glue None Detected· Yellow Mastic None
Detected· Floor Tile None Detected • Yellow Mastic None Detected • Brown Mastic 1135-5 12"" 12" Floor Tile with Yellow Glue None Detected -Yellow Mastic None Detected • Floor Tile None
Detected -Yellow Mastic None Detected • Brown Mastic 1135-6 CaJpetover 12" x 12" Floor Tile with Yellow Gloe None Detected -CaJpet None Detected -Yellow Maslic None Detected -Floor Tile
None Detected • Yellow Mastic 1138-7 2' x 4' Ceiling Panel None Detected· Ceiling Tile I J35-8 Wall Material on Tape &: Bedding Material on Sheetrock, Rest Room None Detected ·lointCompoued
None Detected -Wall Covering 1135-9 Wall Material None Detected • Drywall Material None Detected· Texture None Detected· Dtywall Material : None Detected· Texture 113S·10 Wall Material
: , 
PLMREPORT Steve Moody Micro Services. Inc. 1510 Randolph. Suite 602 Caru>1Iton, Texas 75006 (972) 44li-9482 NVLAP Lob No. 102056 roH License No. 30-0084 PAT IDIII02577 Client: ETI Environmenlal
Services Lab lob No.: xl8-123oo Proje<:t : 15113 Surveyor Blvd. Report Date: 11/1712001 Proje<:t #: Not Provided Sample Date: 1111412001 Identification: Asbestos. Bulk Sample Analysis
Test Method: Polarized light Mi(:n)scopy I DispelSion staining {PLMIOS} EPA Method 40 CFR, Ch. 1, PI. 763. Subpt F, App. A Page 20f2 00 11116101. _ ..(12) __,...,.,.,. __byEdWcT...ofEl1_S<M""r..-....
.,."... byl'LMlDS. Copics.rlhelab __... __􀁾􀁟􀁢􀁥􀀭􀀭TheRSUl!s ...􀁾􀁢􀁣􀁉􀁡􀁷􀀺􀀠Sample Number Client Sample Description I Location 113S-11 Wall Material on Tape & Bedding Material
on Sbee1rod< 1\38-12 2' x 4' Ceiling Panel 1138-3 QC Sample Asbestos Content None Detected -Drywall Material None Detected -lointCompoued None Derected -Texture None Detected -Ceiling
Tile None Detected-loint Compoued None Detected-Texture None Deteoted-Wall Cove
ring Steve Moody Micro Servic6, Inc. Bulk Asbestos Analysis Sheet I_TD=H"L",i==,-,N<>="3"'0-0084="-______-"EP"'A=-.w CPR, CIL I, PI. 763, SubpL F, "A NVLAP Lab No. 102056 Client: ETI
Emrironmen1a1 Services Project: Project' : 15113 Surveyor Blvd. NoIPrtwided Lab lobi!: x1B-12300 Client Sample Description: Wall _rial Layer 1 Drywall Material 1'Jq>/trea1tn"" : mechanical
!IeJI<Kdon Layer 2 OW Paper Facing Layer 3 Tex1ure Prep/IreaImeot: medlank;al_ration 􀁉􀁾􀀠Somp1e #: 1138-1 Page 1 of1 􀁾􀀭􀀭􀀭􀀭􀀢􀀢􀀭􀀢􀀢􀀭􀀢􀀭􀀢􀀭􀀢􀀭􀀢􀀠AsbesIoo ConIen!: None Detected
As_Con.... " None Detected Analyst : Steve Moody Dale AnaI}'2I:d: 11117/01 Lab lobi! : x1B-12300 ISumple#: 113S-1 
Sieve Moody Micro &111;= Inc. Bulk Asbestos Analysis Sheet TDH LitcISC No.3Q.OO84 EPAMethod40CfR,Cb.I.Pt 􀀷􀀶􀀳􀁾􀁦􀀮􀁁􀁰􀁰􀀮􀁁􀀠􀁾􀁬􀀺􀀮􀁡􀁢􀁎􀁯􀀮􀁉􀀰􀀲􀁾􀀠Qient: Ell EnvIronmenlal SeMces Project : 15113 Surveyor Blvd. Project' : _Provided LabJob# : x18-12300
Sample': 1135-2 C.fien! Sample Descriptio. : 'Z ,,4' Ceiling Panel Page 1 of1 Layer I Ceiling Tile r.......·T = I T_ 􀁲􀁏􀁏􀁬􀁏􀁾􀀧􀁉􀀥􀁾􀁾􀁲􀁁􀁳􀁾􀁲􀁯􀁾􀀺􀁮􀀴fibrousUgbtGmy .. PLM Examination
􀁾􀀭􀀭􀁾􀀠I CDIo\" ......<1 .Peq>codicula>Extinction Sign of % +/IPI_"'" Ref Index Rc£ Index Biref ..􀁾Elo_1Iu__ 71 IiIIbOno : -_ Wool FIbers 1 Rods 0 􀁾􀀠􀁾􀀠a""",,_ ..􀁾.. 0 --------_..PrepI_:-....
..-.. _eoo_: None DeIected ----------------------------.: Stew Moody AidComments: i Analyst: : Dale Analyzed : 111171111 I Lablob#: x1B-l23DO ISample#: 1135-2 
Sfeve Moot:fy Micro SUvices. Inc. Bulk Asbeslx>s Analysis Sheet !-,TD=H",U",'""""""""N",o,-,3"'o.oo84""""-______-"EP"'A"Mdbod""'''''''''Yl CFR, at. 1, Pt. 163, Subpt. 􀁆􀀬􀀮􀁾􀀮______-"NV'!.LAP""'"La
b=No.""I."O"'20"'56"l I ;Clienl: Ell EnvIronmental Servi..... Project: 15113 Su.....,..,r Blvd. Projecl# : Not Provided Lab JobII: x18-12311O Sample # : 113S03 ! C,Henl Sample Description
: _,_on Tape & Bedding _rial onS_ ..__..__.. ___􀁐􀁡􀀮􀀮􀀺􀁧􀀽􀀭􀁥􀁟􀀧􀁾􀀱􀀠I-.._---.. Layer I Drywan Material Stacosoopie Exam 􀁾􀁾􀁟􀀢􀀧􀀧􀀭􀁟􀀭􀁦__􀀭􀀻􀁔􀁩􀀧􀁩􀀺􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀭􀁟􀀭􀀧􀀧􀀧􀁾􀀽􀀻�
�􀀵􀀻􀀻􀀺􀀽􀀢􀂥􀀺􀀥􀀢􀀬􀁐􀀻􀁃􀀻􀀧􀁢􀁲􀁯􀀻􀀮􀀽􀁕􀁓􀀧􀀧􀁬􀁾􀀧􀀧􀀧􀀥􀀧􀀧􀀧􀁾􀁾􀀹􀁆􀂷􀀭􀀬􀀬􀁏􀁦􀀢􀀬􀁳􀀢􀀬􀁩􀁩􀁭􀀢􀀬􀁐􀀹􀀡I. m_ Blocky_ 􀁾􀀡􀀮􀁟􀀲􀁟.... [ NOT 85 􀁲􀁱JI PLM_ Layer 4 Texture
PamIId I Papendicular .. Exiinction Sign or I Rcl: !cdo< . Rei "'de< 􀁟􀀮􀁾􀀮􀁅􀁉􀁾􀁮􀀠o eolor 􀁟􀁾􀁾􀀠% +1M 􀁉􀁐􀁾􀀠lass Wool Flbem _ oseFibers ribbons h _CooIent: None_ Layer 2 OW
Paper I Tape Layer 3 Joint Compound 􀁾􀀢􀀧􀁴􀀺􀁭􀁟􀁬__ As"""'" Qlolent: None De_ 􀁦􀀭􀁣􀁯􀀭􀁭􀁭􀀭􀁥􀁮􀀭􀁴􀁳􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁩􀀭􀁾􀀭􀁁􀁮􀁡􀁉􀁹􀁺􀀮􀁥􀁤􀀭􀀺􀀠􀁾
􀀭􀀭􀁾􀀭􀀭􀁥􀀭􀁾􀀭􀀱􀀱􀀱􀀭􀀷􀀱􀁏􀀭􀀱􀁾􀂷􀂷􀀠1 LabJOOll: x18-12300 I􀁾􀁰􀁬􀁥􀀣􀀺􀀠113S-3 I 
Steve Moo4Y M'rcro Services, Inc. TDH 􀁌􀁩􀁾No. 3G-0084 Bulk Asbestos Analysis Sheet EPAMdhod",CFR.Ch.1 Pl763.Subot.F.AJm.A NVLAP Lab No. 102056 Client: Ell Environmental SerYices Project
: 15113 Surveyor Blvd. i Projcc\ # : Not Provided LabJobll: x1B-12300 ! 􀁃􀁾􀁥􀁮􀀡􀁓􀁡􀁭􀁰􀁉􀁥􀀠Description: 12" X 12" F100rl1lewilh Yellow Glue Sample # : 113&-4 Page 1 of1 Layer 1
Yellow Mastic 􀁾􀁥􀁮􀁴􀀺_Imelt Asbestos Coo.Ieot: None Detected Layer 2 FIoorlile 􀁾􀀺􀁟􀁉􀀭Layer 3 Yellow Mastic AsbesIosemll:nl: None Detected Layer 4 Brown Mastic 􀁾􀁉􀀠PLM Examination
􀀢􀀢􀁢􀀽􀁂􀀢􀀬􀁪􀀢􀀧􀁾􀀽􀀤􀀠􀁒􀀻􀁭􀁾􀀠􀁉􀁾􀁉􀀠􀁂􀀢􀁦􀁾􀁮􀀠􀁉􀁾􀁲___-,-1􀁾􀀬􀀭􀀬􀁍􀀬􀀬􀀭􀁩􀀱􀀭􀀱􀁟􀁾􀀠I 􀁉􀁾􀀠II 􀁾􀀺􀁟􀀯􀁭􀁥􀁬􀁴􀀠_em_: NoneDetected Commen",: 􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀠!
Analyst: Steve Moody , Date Analyzed : 11117101 /J/V LabJobtl: .18-12300 Sample/!: 113S-4 
Ell Emrironmenlal Selvk:es 15113 Surveyor Blvd. LobJo\I#: x1B-12300 Sample # : 1135-0 12" X 12" Floorlilewllh Yellow GI.... Page 1 of1 #: Not Provided Layer 1 Yellow Mastio Layer 2 Floor
Tile Lay..-3 Yellaw Mastic Layer 4 Brown Mastio 􀁾􀀺􀁟􀁬􀁭􀁥􀁉􀁴􀀠Asbestos ConIont: None De_ Asbestos Content: None Det8cIIId Comments : AruIIyst: Steve Moody Date AruIIyz<d : 11117101
Lob Jo\I#: x1B-12300 SlUIlpie #: 1138-6 
Steve Moody Micro Services, Inc. Bulk Asbestos AnaIyois SheetTn" 􀁾No. 3()'()o84. _______EP""A Method 40 􀁃􀁾􀀮􀀼􀀺􀁢􀀮􀀠I. PI. 763. S.!>I1!,,,F,,,.Aoo""'.c!A"-___ _ __..JNVLAi'"",,,,,,-..,Lab,,,,,,N
.,o.,..,I,,,02056,,,,,,'i Client, Ell Environmental s .... """" Project , 15113 SurveyorBlvd. Not_ Cl,ient Sample Description , Layer I Carpet PLM_. -Sample # , 11311-6 Carpet over 12"
x 12" Floor Tile with Vellow Glue COOY Papo:odiaolar SUcf I Signor 􀁾... %+/􀁾􀀢􀀢􀀧􀀢􀀠I Pleochroism Rd: Index Re[ Index Alom. 􀁅􀁾􀀡􀀠Flbeno III -I , looe-.. 1 -._L.... L Poo:p/ln:atmen"
􀁾􀀭􀀭Asbeskos Ceo..... , None Ile1BctJ!d -------------------------------------Layer 2 Yellow Mastic S_piI;Ilxam 􀁅􀁾􀁾􀀠I T"",,", 􀁨􀀺􀀺􀀿􀁉􀀥􀁾􀁾􀁾􀁏􀁦􀁾􀀺􀀴Rubbery PLM Examiooalion
% 1+1Color Pamlel iPetpcndicublr 􀁾􀀠Sisnof Comooocnls 1PI<o><:hroism Rot Index ! ReLlndex Biref An 􀁬􀁬􀁬􀁾􀀠Iue Billders 111Jq Nol>-fillrou& I I .. I Poo:p/ln:atmen' , _1melt Asbestos
Cooo!coot : NoneDeIooted -... ----------------------------------3 Floor Tile Stell' * ... Allijlie ExamI Cob' I T....... 􀁥􀂷􀀧􀁙􀀢􀁅􀁲􀀢􀀿􀁾􀁾􀁾􀁅􀁾􀀭􀁆􀁯􀁲􀁈Black -.. PLM Examlnation
􀁾􀁾􀀭􀁉􀁾􀀫􀀯􀀭􀁉􀀠Color _1 :"""""""""'" E:Wnctioo II Sign of M I Pleochroism: Ret: 10"'" Rer._ Biref Angle EI.,.;g.n..,I.. I .1_ hlgb... 1 e-.. 1'rep/lmoImcnt: _Imell As_Coootart:
None DeIooted ----------------------------4 Yellow Mastic 􀁓􀁾􀁥􀁬􀀡􀁊􀁡􀁯􀁭􀀠, Color T...... 􀁾...O_I%Fi_EAsbestos%;;r4I Vellow I ""htwy YESiND Nol<1 PLM_ Color I'anIlleI l'eqxadieolar'
-sisnor <;om% +1· 􀁾􀀠1Ret: III<lcx Ret:lndcx I Ill..r AIl.B!e -,I 1'rep/lmoImcnt; _1molt Comments: . Analyst: steve Moody 􀁲􀀺􀁉􀁾􀀠, DaleAnalyzed; 11117/01 /1' ' -------1 LabJobll,
,,113-12300 Sample#: 113s-G____________________L-____ 
. =.1"""_No. JO.<lOlI4 •Inc. 􀁒􀁐􀁁􀀢􀁾􀀠..􀁾. n.. 1. PI. 􀁗􀀮􀀧􀁾􀀮App. A NVLAP Lab No. 102056 Clim': Ell Environmental Services Project: 15113 Surveyor Blvd. : Not Provided LabJobll:
1<18-12300 Sampleil; 1138-7 Cli.., Sample Dcscriprion ; 2' x 4' Ceiling Panel Page 1 of1 Layer I CeinngTile Sttrecscopic Exam I Color I T_ 􀁾􀀧􀀢􀀢􀀻􀀧􀂷􀀢􀁴􀁾􀁉􀀥􀁾􀁲􀁯􀀻􀀺􀀻􀀭􀀧􀁾!:l!IhtGray
.. Fillrous -...." I , +/I "Color 􀁩􀁾􀀡􀀮􀀠Rd:1ndcx Oef AIl1.le 􀀢􀀮􀁓􀁩􀁧􀁮􀁾􀀠􀁾􀀠rIIIbons " Ih-I I I Prep/lmaInJmt; m_separation A-.s0>aIQlI; None DeIected I----------------􀁾􀀭􀀭􀀭􀀭􀀭---Co:mmen
ts : i Analyst; Steve Moody -dJVi Dale Analyzbd : 11/17101 I Lab JobII: x1B-12300 i, ,.: 1135-7 i 
15113 S...,..".,.. Blvd. NotP"Hlded Page 1 of1 LayI:r I Joint Compound LayI:r 2 DWTape 􀁾􀀺􀁟􀁉􀁩􀁣􀁡􀁉__ ..-0:I0m>t: _ Det••led 􀁾􀀺iuecbai.... i lalloli ..-0:I0m>t: 􀁟􀁾􀀠1135-8 ___________________
_______-.JJ 
I:;;''':, '" 􀀺􀁾􀀧􀀮􀀳􀁾􀀠Inc. ""A 􀁍􀀮􀀡􀀺􀁾􀁃􀁆􀁒􀀮􀁡􀀮􀀮􀁉􀀮􀁐􀁌􀀷􀀶􀀳􀀮􀁾􀀺􀀢􀁾􀀠A, A NVLAP Lab No. 102056 I • ,Cllent: En Enviromnenlal Services ! Project: 15113 S\lnII!YOrBlvd.
Projecti/; Not __ Lab Jobl!; ""8-12300 Sample#; 11_ : WallllalBrial Page 1 of1 Layer I Orywall Material I 􀁾..... 􀁾􀀠􀁾I .. 2 􀁌􀁾􀀠I 90 􀁾􀀠% 1+1· .. Co!", , :.:. 0;" I... Bm A<I8Ie
.:>iFOf . Rods 0 􀁾􀀽􀀮􀁳􀀠-high "" ___ AshcsIos Coorten<: None DeIecmd ---------------.. ----------------Layer 2 OW Paper Facing .,,I 􀁾􀀠T....,.. Tao Flbtous YES I100 NO I 5 p" I 􀁉􀁾􀀫􀁉􀀭􀁉􀀠I
􀀮􀁾􀀠R:::" I 1M"'" IBi",r -i .Signor I .......... I I high I 􀁾􀀺􀁟􀁥􀁡􀁬__ AsbcsIosCoat<:m: None DebK:lDd -------------------.---------Layer 3 Texture 􀁾􀀠........ I NO II Blocky YES
NO I 5 I􀁾􀁾􀀻􀁦􀀭.CoI<r< 􀁾􀀠I-I Angle I· Signor !'BInders 􀁾􀁴􀀺mechanleal &epQldon Asbestos Contart: None DeIected ----􀁾􀀠------.-----􀁾􀀠----------CornmenlS : I Analpt: Steve Moody
/frVDale AnaIy.red : 11M7/o1 Labjobl!: x18-12300 ISampleil: 113!i-!l F· 
. Steve MDon. M"""" , Inc. R"lk. .n.. I. ", .,-. :.:!.""!, .,􀀱􀁄􀁈􀀭􀁾􀀠,,31).0084 .",. • . 102056 Clien. : Ell Envlranmental SeI.ices Project: 15113 SUrveyor Blvd. Project# : Not ProvIded
LabJobil : ,,111-12300 Sampl.#: 1138-10 Clienl Sample Description : Wall Ma1erial Page 1 of1 Layer 1 Drywall Material FE" I T...... 􀁲􀀢􀀢􀀢􀁙􀁗􀁾􀁾􀀥􀀧􀁾􀁾􀁁􀁩􀁾􀁾􀁬􀁏􀁴􀁲􀀺􀀢􀁬􀁾1IIcIc:Itl..
PLM Examination Colo< _lei 􀀺􀁾􀁾Extinc:<i<m Signor%+II-Ref: IruIco< ' Ref: ., J\ili!l. Flo........ """_FibeIs -... IBi_ S! -... PropI_t: _seperaIion _ """""': None Detocled f--􀀭􀀭􀀭􀀮􀀭􀁾􀁾􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭-----Laycr2 OW Paper Facing :Eum Colo< I 􀁾􀀠􀁾􀁉􀀠PLM Tan 5 􀁾􀀠• % 1+1-1 II"0>1", :om:.. r􀁄􀁾􀀢􀀧􀀮􀀢􀀠'1 Biref 1 AMIc I_sign 0' : 1II1II I -hIIIII.....
I 􀁐􀁮􀀧􀀮􀁰􀁉􀁾􀁛􀀺􀀠nteehankalsaperatlon Asbestos """""': None Detocled f----------------------􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭Layer 3 Texture -􀁾􀀬􀁾􀀠I 􀁾I I 5 PLM Examinationb 􀁾􀁾􀀠1 􀁾􀀫􀁉􀀢􀁉􀀠1
Colo< 1 􀁾􀁉􀁾􀁭􀀺􀀡􀁡􀁲􀁬􀀠...􀁾􀁩􀁴􀁤􀀠I· 􀁾􀁉􀁾􀁉MOI1>boIooY I PIrocluoism =1101Tolc I BindeIS -Prop/beaInIenI: mechanical_ration AsbesUJs Conoen.: None Detocled f------------------------------!
CommenIS: Analyst : Stay. Moody JdtVnot, : 11117101 LabJobfI: x1B-12300 ISample.: 1138.-10 ,.. 
Steve Moa4y Mkro Services. Inc. Bulle Asbestos Analysis Sheet j-'m"'H"'u.:.nse"""""''''No.".."34HlO84==-_____---'EP''''''1I..,,,-''''''''''4'''O''''''''-'Clli..b.k!'L 􀀱􀀶􀀳􀀮􀁾􀁵􀁢􀁯􀀡􀀬􀀠F.
App, A , Client: En EnvironmenlaJ Services N\ILAP lab No, U)2056 Project : 15113 Surwyor Blvd. : _Provided LabJoW: x1B-12300 Sampleil: 1135-11 : Wall Material on T_& Bedding _rialon
Sheetrock Page 1 of1 . Layer I Drywall Material .'" 􀁾􀀠􀁾􀀠-CT I 􀁾􀁉􀀠I1.. 2 85 􀁾􀀠% 1+1"Color , 􀁾􀁉􀂷􀀻􀀢􀀧􀀢􀀠I 􀁂􀁾􀀠Augle 􀀮􀀬􀁓􀁩􀁪􀁰􀁉􀁾􀁦􀀠􀁾98 􀁾􀀺m_oeparaIIQn Asb<sIm c.a.....:
None Detected 􀁉􀀭􀁾􀀢􀀭􀁾􀀭------------􀁾􀀠--------_ .. Layer 2 DW Paper I Tape I 􀁾􀀠􀁾􀀠􀁾5 i 􀁾􀀠",1",.1 ..COIOr , 􀁾􀁴􀀡􀀮􀁉􀂷􀁊􀀧􀂷􀀠1:: Augle 􀁟􀁓􀁩􀁧􀁮􀁾􀁦􀀠11Qq riIIIIons PrcpI_':
_sependlOfI .......... ContonI: None DeIecIed f-----------------------Layer 3 Join! Compound ! Color I 􀁾􀀠􀁾I ND jPl,M 1 -liD ... I 5 " % 1+1􀀬􀀮􀁾􀀠􀁾􀁴􀀡􀀮􀀱􀀠.;..-,. BiTeI' Aum _s.gn.,..
i """"'"lTaIC 11Il.-s 1Qq 􀁾􀀬􀀺-oeparaIIQn _eon"",: None DeIecIed f----􀁾􀀭􀁾􀀠-----􀀮􀁾􀀮􀀠--􀁾􀀠.------􀁾􀀭----Layer 4 Texture I 􀁾􀀠I T..... 􀁾􀀠􀁾􀀠-I ND ...I 5 ... c I 􀁩􀁾􀀫􀀱􀀭􀀱􀀠1
Color ····:.:.1 R<f. -I BiTeI' I ..Au"'• 1􀁾􀁓􀁩􀁧􀁮􀀿􀀬􀁦􀀠c:aJcHD1TalC1_ 􀁾􀀺􀀭...,,",-, _Conlon!: None Detected f-------------.-----------'CoIll1DCl11s : i Analyst: Steve Moody .fIJ-I
Date Analyzed : 11117101 i I Lab JoW: x1B-12300 ISample #: 1135-11 ,... 
Steve Moody Micro Services. Inc. Bulk Asbestos Analysis Sheet lDH Ucense No. 30-0084 EPA Mdhod 4OCFR. a.. I PI. 763 Subot.F.Am>.A NVl..AP Lab No. 102056 Client: En Environmental Services
Project : 15113 Surveyor Blvd. Project # : Not Provided Lablob# : x1B-12300 Sample # : 1135-12 Client Sample Description: 2' x 4' Ceiling Panel Page 1 of1 Layer I Ceiling TIle Slcrcoscopic
Exam I Col", I T...... 􀁲􀀺􀀽􀀽􀀿􀁉􀀥􀁆􀀺􀁲􀁯􀁷􀁲􀁩􀁴􀁦􀂰􀁾􀀺􀀬􀁰􀁬􀁪UghtGloy I fibrous PLM Examination Colo, PmalleI Pcrpc:ndicular Exlinction Sign of Compooeols 􀁾􀀠+1M I Pleochroism
Ref. ladex Ret ladex Diref Aogle EIoogatioo 􀁾􀁬􀁬􀁵􀁬􀁯􀁳􀁥􀀠Fibers ribbons high "".."" Wool Fibers -0-2( Glass Foam 0 ...............: mechanical separation Asbestos Content : None
Detected -------------------------------------Comments: Analyst : Steve Moody J!f-Date Analyzed : 11/17/01 Lab lob#: x1B-12300 ISample #: 1135-12 ... 
Client: QC SAMPLES Sample # : x1B-12300*113S-8 Sample Analysis : Lay.:r I Joint Compound Layer 2 DWTape Layer 3 Texture Prep/Orealmmt: mechanlcol 􀁾􀀠_Comeot: None Detected _ Cootl:n.:
None Detected Analyst: Robert W. Miracle Dale: 111l7l01 x1B-12300*113S-8 f! I F 
ETI Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 2'19-9151 November 15, 2001 Steve Moody Micro services, Inc. 1510 Randolph, suite 602 Carrollton, Texas 75006
Re: PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF SAMPLE SAMPLES DATE BUILDING NAME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 109S-1 thru 109S-12 12 11-14-01 15111 Surveyor Blvd. 111S-1 thru 111S-12 12 11-14-01
15113 Surveyor Blvd. 113S-1 thru 113S-12 15 11-14-01 15115 Surveyor Blvd. 115S-1 thru l15S-l5 Addison, Texas Please list numerically on report from last digit(s) of sample #. Please
submit quality control results with final report. Please sign and return one copy, keep the other copy for your records. Thank You. VICES STEVE MOODY MICRO SERVICES, INC. 􀁾􀀱􀀢􀀠()
,It.vEddie aw ece1ver's Signature II'/(r ({l 8.-/ju 0...Date Asbestos Consultant po 
-PLMREPORT S_Moody Micro Services. Inc. NVLAP Lab No, 1020S6 1510 Randolph, Suite 602 roH License No. 􀀳􀁾􀀠 Carrollton, Texas 75006 (972) 446-9482 PATID# 101577 􀁲􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭-------
---􀀭􀁾􀀭􀀭􀀭􀁟􀁬􀀠Client: en Environmental Services Lab Job No.: xl 8-12301 Project : 15115 Surveyor Blvd. Report Date; 11/1712001 Project # : Not Provided Sample Date: 11/1412001 Identification:
Asbestos, Bulk Sample Analysis Test Method: Polarized Light Microsoopy 1Dispersion Staining (PlMIDS) EPA MeU10d 40 CFR. Ch. 1, Pt 763, Subpt F. App. A Page I of 3 OnII1l6lO1...gh_11S)
__"""I'Ics ....._byEddicT...ofE11 __fof_omaIysisbyPLMiDS.Copi",ofthe Iab __... __maybe_u....in. Thc...wt. ... ___􀁾􀀠Sample N_ Client Sample Desoription I Location 1158-1 Wall Material
1158-2 WaIl Material 1158-3 Wall Material 1158-4 Wall Maletial on Tape and Bedding Material on Sheetrock 1158-5 Wall Material 1158-6 WaIl Material on Tape and Beddign Material on Sheetrock
1158-7 Wan Material on Tape and Bedding Material on Sheetrock 1158-8 8 Wall Material 1158-9 Carpet Mastic over 12"" 12" Flooc Tile wiIh Yellow Glue Asbestos Content None Detected -Drywall
Material None Dete<:ted -Texture None Detocted -Drywall Material None Detected -Texture None Detected -Drywall Material None Detected -Texture None Detected -Drywall Material None Detected
-Joint Compound None Detected -Texture None Detocted -Drywall Material None Detected -Texture None Detected -Textured Paint None Detected -Drywall Material None Detected -Joint Compoand
None Detected -Texture None Dete<:ted -DoywaII Material None Dete<:ted -Joint Compound None Detected -Texture None Detected -Drywall Material None Detected -Texture None Detected • Y.llow
Mastic . None Dete<:ted • Floor Tile i None Detected -Yellow Mastic 
-Sieve Moody Micro Services, Inc. 1510 Randolph, Suite 602 Carrollton, Texas 75006 (972) 446-9482 PLMREPORT NVLAP Lab No. 1020S6 IDH License No. 30-!l084 PATID# 102577 Client : Proj..,t:
ETI Environmental Services 15115 Surveyor Blvd. Proj..,t # : Not Provided Sample Date: 11/1412001 Identification: Asbestos, Bulk Sample Analysis Test Method: Polarized Ught Micrnsoopy
1 Dispersion Staining (PlMIOS) EPA Me1hod 40 CFR, Ch. 1, pt 763, Subpt. F, App. A Lab Job No.:x1B-12301 Report Dete: 11/1712001 Page 20f3 On 􀀱􀀱􀀱􀁉􀀶􀀯􀀰􀀱􀀬􀁾(l8l __sampIos ....._by_TawofETI__...
,..._anaI»isbyPLMiDS.Cop;esofthelah __􀀬􀀬􀀢􀀬􀁾__maybc __The_,,",_beIow: Sample Nwnber Client Sample Description 1Location Asbestos Content 1158-10 12" x 12" Floor Tile with Yellow
Glue None Detected -Yellow Mastic None Detected -Floor Tile None Detected -Yellow Mastic IIS8-lI 12" x 12" Floor Tile with YeUowGlue None Datected -Floor Tile None Datected -Yellow Mastic
I\SS-12 2'''4'CeilingPanel None Detected • Ceiling Tile I\SS-13 2'" 4' Ceiling Panel None Detected • Ceiling Tile lIS8-14 2'" 4' Ceiling Panel None Detected -Ceiling Tile IIS8-15 Tape
and Bedding Material OD Sheetrock, Warehouse None Detected • Drywall Material None Detected • Joint Compnnnd None De!e<>ted -T_ 1158-16 RoofFlasbing Material None Detected -Silver Paint
None Detected -Roofing Membmne None Detected -Roofiog Tar None Detected -Underluyment II 58-17 Roofing Material None Detected • Roofmg Membrane None Detected -Underlayment 1158-18 RoofFlashingMateria
l None Detected -Roofing Membrane None Detected -Roofing Tar None Detected -Underlayment 1158-3 QC Sample None Detected-Drywall Material None Deleeted-T_ !l58-13 QC Sample None Detected-Ceiling
Tile .... 
PLMREPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph. Suite 602 lDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-,9482 PATlDs 102577 Client: Ell Environmental
SeMces Lab Job No.: x18-12301 Project : 15115 Surveyor Blvd. ReportDate: 11/1712001 Project #: Not Provided Sample Date: 11/1412001 : Identification: Asbestos, Bulk Sample Analysis i
Test Mediad: Polarized Light Microscopy I DIspersion Staining (PlMlDS) ! EPA Method 40 CFR, Ch. 1, PI. 763. Subpt F, App. A Page 30f3 OnIIlIIillJI,eigb_(!8) __samples __byEdd.,'awofETIE"nviro__for_an
alysisbyPLMIDS. Cop", ofthe lab __....1IIIlI<hed;_irlllwmaIiao_ bcfi>lmd1bcrein. The.....ns...___ Sample Number AsbesWs ContentClieot Sample Deo<:ription I Location I"" 
If CIi<t1l : Project : 15115 SW'YI!)'or Blvd. Not ProvkIed Lab Job#: 1d13-12301 wall MaImIaI Layer I DrywaU Material 1'Iep/In:aImc:m: --Layer 2 DW Paper Facing 1'Iep/In:aImc:m: ---Layer
3 Texture CoounenI5 : Sample': 115S-1 Page 1 of1 􀁟􀁾􀀺None DeIa<:ted Asbestos eon..... : None DeIa<:ted Analyst: Steve Moody Date Analyzod : 11M7101 I,...· 
IF .A NVLAP Lab No. 102<)56 Client: Project : 15115 Surveyor Blvd. ProjectN: Lab lobi;!: ><18-12301 Sample#: 1155-2 Client Sample 􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁾•• : Wall Material Page 1 of 1 SIeve
Moody Micro Services. Inc. rlD"""H",1",iteos"""o",N",oc;.3",().0084""",,-__􀁾􀀠􀀮􀁾__ 􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀠􀁾I Drywall Material I Layer
2 DW Paper FaCing -PLM Examination /􀁾􀀠_eon_: None DeIected 􀀯􀁾􀁾􀁡􀁲􀀯􀀠􀀽􀀫􀁾/:..!/Layer 3 Texture Comments: I Analyst: Steve Moody I DaWAnalyzod: 11MTI01 I LabJobl: x1B-12301 ISample
# : 1158-2 I"" 
.--VlCf",.lnc. Client: Ell Environmental SeMces Project: 15115 Surveyor Blvd. Projecl# : Not I'roYIded Lab Job#: Client Sample Description: Wall Material Layer I Drywall Material PLMExamimWon
% +/181_ LIIY<r 2 INV Paper Facing % +/. LIIY<r 3 Texture PLM Examination Prep/tn:IItmeot: mechanical separation Cnmmaus: x1B-12301 Sample#: 115S'3 I _CooImI.: None Det8cb!d Color 1-.,.Coob:nt:
None Detected Analyst : Steve Moody 11f171ll1 Lab Job#: x1lJ..12301 Somplef: Page 1 of1 Signor Elm 1158-3 I,.. 
Project # : Client Sample Description: Inc. Ell Emrironmen1al Services 15115 Surveyor Blvd. Not ProvIded Lab 100II: x1B-12301 Sample # : 1158-4 Wall MatmiaI on Tape and Bedding Material
on Shoetmck Page 1 of1 Layer I Drywall Material Layer 2 OW Paper I Tape LaY'" 3 Joint Compound I'Iq>/Irealmcnl: mechanical separation Layer 4 Texture Pu:pf!lI::atmeut: mercIIank:aI separation
Asbestos Com<m: None De1m:ted AsbesIDsC<m!m!: None De1m:ted Asbestos ConIcm: None De1m:ted Crunmenls : Analyst: Steve Moody 􀁾􀁁􀁮􀁡􀁉􀁹􀁺􀁥􀁤􀀺􀀠11117IV1 Lab Job#: x1B-12301 Sample
#: 1155-4 I"'" , 
Client: Ell Environmental Serrices 15115 Surveyor Blvd. Not Provided Lab Jobl: ,,111-12301 Wall_rial Layer I Drywall Material Layer 2 OW Paper Facing Layer 3 Texture PlMElwninalion Prep'bcatmcn'
: mechanlcal __n Layer 4 Textured Paint 􀁾􀀺􀁟􀁬􀁭􀁥􀁉􀁴􀀠Comments : Somplel: 1155-5 _ ConII:nt: None DeIIIcIed _ eon.:.t: None DeIIIcIed Analyst : Steve Moody Da!eAnalyzod: 11117101
Lab Jobl: ,,18-12381 Page 1 of 1 ; 1155-5 :JiP ' 
_Inc. Bulk. mn ••􀁩􀁾􀁾􀀠-,. ,3fl.OO84 EPA ...... 􀀬􀀬􀁾􀀻􀁾􀁾􀂷􀁾􀁾􀁾􀀬􀁁􀁮•. A 􀀬􀁾􀀠.102056 Client: Ell Environmental Services I'rojeot : 15115 Stmleyor Blvd. Projeall : Not Provided
Uob lobi!: x1B-12301 Sample. : 1158-6 Client Sample Description : Wall Malsrlal on Tape and Beddlgo _,on S_ Page 1 of1 Layer) Drywall Male!ial 1 CI 􀁾􀀺􀀢􀀳􀀠ll: 85I --PLMIlxmninaOooJ
Color -P<>pendi....... Extinction Signor . CoaIs::r 􀀡􀁬􀁾􀀠% +1MorpboIogy 1 Pleochrcism Rt£ lndct Rd. """" l!iref AogI, Elongation i FIbers -hi!lh_/B-... .. --PrepItreaImart: -""""-_eoru..t:
None DeIecIBd 1------------------------------Layer 2 OW Paper I Tape s""""""",,..... I Color I T..... 􀁉􀀡􀁾􀁩..􀁾􀀺􀀬􀀭􀁾􀁾􀁉􀁾􀁯􀁲􀁾􀁡􀁭􀁥􀀡􀁾Tan/wtti:t& -PLM Bumin.mon lk>oeC:" I􀁾􀁩􀀱􀀭􀀱􀀠I
Color 􀁉􀀺􀀺􀀺􀀧􀁝􀁾􀁾􀁉􀀠=1 Extinction IE:::!·IM_ J_ Mol,-.. 􀁾􀀺􀁭􀁥􀁥____n _Cootem: None DeIecIBd f-----.----... --􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠--------------Layer 3 Joint Compound SI=osropic
..... r--.... Color I T...... 􀁅􀁾􀀿􀁉􀀥􀁾􀁾􀁲􀁾􀁲􀁯􀁦􀁾􀁵􀁭􀁰􀁬􀁪-...Blocky PLMExmnination 􀀶􀀮􀁥􀀯􀁾􀀠I􀁾􀁩􀀱􀀭􀀱􀀠I Color 􀁬􀁾􀁪􀁾􀀱BUd IPJUinction 􀁉􀁾􀁉_l\Y I PkAx:hroism Mol. Non-fIbrous
􀁾􀀺􀁭􀁥􀁣􀁨􀁡􀁮􀁬􀁣􀁡􀁬__ _eon"",,: None Detected 1-----------.------------Layer 4 Texture i Stereoscopic Exam E Color I T...... 􀁩􀁈􀁾􀀿􀁉􀀥􀁾􀁄􀁲􀁯􀁵􀁳􀁴􀀢􀁾􀁾􀁴􀁯􀁩􀁒􀁉White BlocIo:y
PLMi . % 1+/.1 􀁾􀀠JlCoIo< . 􀁾Retlodcx Bm 1 Angle _siglIo.r Cak:Ite I Talc, 11011 1 PrepItreaImart: meehaJtI4;aI .......-. _eo.-: None Detected 1-----------------------------CoTltlllellls
: Analyst : steve Moody dJDate AnaJy;ocd : 11/17101 Uob lobll: x1B-12301 : 1158-6 I"" • 
Ii Client: En Em/i",nmenlal Services. Project ; 15115 Surveyor Blvd. Lab Jobl" xi8-12301 Sample # : 1155-7 WaD _rialon Tape and Bedding _ on Sheetrock Page 1 of1 Layer 1 Drywall Material
,: Hot_eel 􀁾􀁴􀀺",••bo"l"olseporation Layer 2 OW Paper 1Tape 􀁾􀁉􀀺___' Layer 3 Joint Compound """"'" eo..... ; None Defllcted Layer 4 Texture 􀁟􀁾􀀺None DeflIctedPrepIuomnc:nt : mecltanlcalseparatl
on Analyst : steve Moody DaI< Analyzed : 11117101 LabJob#: x1B-12301 : 115S·7 I,.... • 
Inc. Ctient: ETI Environmental Serorices P"!iect : Projectil : 15115 SurveyorBMI. Not ProvIded LabJob#: x1B-12301 Client Sample Description: Wall MaI8liaI Layer 1 Drywall Material Layer
2 OW Paper Facing PLMExam_ 􀁾􀀺􀀭􀀭􀁳􀁥􀁰􀁯􀀭Layer 3 Texture Comments: Sample II: 􀀱􀀱􀁾􀀠1of1 .......... C<Jn!att: None DeII!ctled Analyst : steve Moody IlaIeAnalyzed: 11117/01 LabJob#:
x1B-12301 . 1158-8 I,..... • 
------------:J Steve Moody Micro Services, Inc. Bulk Asbcs1Ds 􀁾􀁩􀁳Sheet mHLi=No.JO.OO84. ____-"""'El'AMtthod40 ClLIPt.763S F .A NVLi\PI..abNo.I02056 Client; en Environmental ServIces
. Proja:t: 15115 Surveyor Blvd, Sample # : 115$.9 Carpet Mastic Oller 12""12" Aoor TIle with Yellow Glue Page 1 of1 1"<:xI1ue 􀁲􀁾􀀮􀁾􀁉􀁾􀁆􀀺􀁏􀁦􀁏􀁕􀀤􀁲􀁾􀁲􀁯􀁦􀀺􀁭􀀱RUbbery I􀁒􀁥􀁾􀁭􀀡􀀮􀁉􀁾􀁭􀀺􀀮
􀁭􀁬􀀠IExtinctioII • Signor I 1-8iref -... IEloogatioo .... JIsbostos CmIent: None Detected Proja:t# : NotPn:M_ LabIob# : x18-12301 ClientSample Dcscriplion : .. ...􀁾􀀠Layer I Yellow
Mastic S!en:osc:opi< Exam I I ... C0I..Yellow f"Ud Examination Color _.....􀁢􀁵􀁥􀁂􀁩􀁮􀁾􀀺􀁲􀀡􀁬􀀡􀀧􀀡􀁬􀁓􀀠􀀱􀁾􀁩􀀱􀀭􀀱􀀠INon-liIJroas 􀀭􀁾􀁾􀀠PrepI-.t: _Imolt I-------.-----------------􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Laya2 Floor Tile Stamsoopic Exam Color T...... Tan Hard mmMES'tF:rLr':""'jOfM..........-PlM I I .CoIor JIJlgte ,-Sign 􀁾􀁦I I%Iii-I I I􀁒􀁥􀁾􀁾􀀠I· Re( Index 'I Diref
I 1-11011 I I I hlnh I I Prep/In:almeot : _,melt _Qdcnt: NoneDetected NoneDetected 1-------------------------------------Layer 3 Yellow Mastic T...... 􀁲􀁾􀁾v._ 􀁾􀁟􀀺􀀢􀀢􀁉􀀥􀁾􀁾􀁾􀁾􀁾􀁾􀁏􀁦􀁾􀀲􀁾1'
«IbI>ety..... Pl.M Examination Color I I PamlId 1PaJ>md-1 I -LSignorI CompcmcntS i % 1+/-1 M I 􀁉􀁾􀁩􀀮􀁳􀁭􀀠Rei lndox Ref. Index BUer .........i\n.J!!L..... . Glue BindefS I 1011 Non-IIbrous
I I .. I I 1 􀁾􀁴􀀺􀁟􀀯􀁭􀁥􀁉􀁴􀀠JIsbostosContmt: None Detected '-----------------------C<JmnieIlI> : Analyst: Steve Moody Ji/r-JDate Anal""" : 11117/01 Lab lob#: x1B-12301 ISampld :
115So$ I 
Steve Moody MlCI'o Services, Inc. Bulk Asbestos Analysis Sheet 􀀮􀁬􀁄􀀽􀁈􀁾􀁌􀀮􀁩􀁾􀂷􀀽􀀽􀀢􀁎􀀢􀀬􀀮􀀢􀀢􀀮􀀳􀀢􀁯􀀮􀁯􀁯􀀦􀀴􀀽􀀽􀀭______-"EP",:A=M",..",􀀢􀀢􀀬􀀴􀀰􀀬􀀬􀁃􀁆􀁒􀀬􀁃􀁨􀀮􀁉􀀮􀁐􀁬􀀷􀀶􀀳􀀬􀁓􀀼􀁉
􀁢􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀂣􀁬􀁁􀁾______-"NVLAP=",-,I$=No=-."1!)2()"",,S6"l.... Ell EmIi__1Senrices ! Client: Project : 15115 SUrveyor Blvd. Project# : Not Provided Lab Jobl#: ><18-12301 Samplc#:
115&-10 I 􀁾Client s...ple Dcsaiplioo: 12" x 12" FIoorTil& with Yellow Glue _________________ Layer I Yellow Mastic I 1'repItreaImen!: _Imelt _c..-t: None Detected layer 2 Roor Tile
1'repItreaImen!: _,matt _ Cootent: None Detected layer 3 Yenow Mastic _ Cootcnt: None Detected f-------...􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁟􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭, Comments: Analyst: Steve Moody
Ad'DaleAnal)'7.Od: 11/17101____J_11';v LabJob#: x1B-12301 Sample': 1155-10 !,.... • 
ETI Environmental Servi.... 15115 Surveyor Blvd. Projcctil : NolProvi_ LabJobII: x1B-1231l1 Sample,; 1158-11 Client Sample Desaiption : 12" x 12" Floor TIle with Yell_ Glue Page 1 af1
Layer I Floor Tile _CooIm,: None De_ Layer 2 Yellow Mastic PLM_ "'b:=....=... 􀀽􀁂􀁢􀀽􀁾􀀽􀀤􀀽􀀭___LI􀁾􀁯􀀽􀁗􀀢􀀧􀀭􀀫􀁉􀀧􀀭􀀧􀀭􀁉􀀧􀀭􀀢􀁾􀀽􀀡􀀡􀁝􀀡􀁨􀁯􀁬􀁯􀁧􀁹􀀽􀀢􀀧􀀭􀀮􀀮􀁌􀁟􀁉􀁟􀀭􀁟􀁃􀀢􀀺􀀾􀁬􀁯􀁲􀁟
􀀭􀁟􀂷􀁟􀂷􀁟􀁌􀁉􀁟􀀺􀀭􀁟􀁬􀁄􀁤􀁣􀁸􀁟􀀮􀀮􀁌􀁉􀁾􀁟􀁒􀀼􀂣􀁟􀀧􀁟􀀡􀀺􀀮􀁟􀁴􀁟􀀦􀁴􀁌􀁉􀁟􀁾􀁲􀁥􀁦􀁬􀁟􀁅􀁸􀁟􀀡􀁷􀁟􀀧.....􀁾__􀁉􀁐􀁊􀁟􀁾􀁩􀁧􀁮􀁟􀁦􀁬􀀡􀁉􀁬􀁟􀁾􀀢􀀧􀀭􀀬􀀱􀀠_ Contt:nt: None DeIected
COmments: AnaI)'llt: Steve Moody DaleAnaly>lld; 11M7J01 LabJobII: x1B-12301 Sample,; 1158-11 
--------If 81eve Mooqy Micro Services, Inc. Bulk Asbesros Analysis Sheet I TOH Li"""" No. 3o.<J084 EPA MedlOd40 CfR, Ch. 1,j'I:,}63, S"""".F",-""",,-."'A_______-"NVLAP""''''-''Lab''''-!No'''''.1",02"
,05,,6'1 : Client: Ell ErMronmenial Se",""", Project : 15115 SUrveyor Blvd. Project # : Not Provided Lab JobII: x1S-12301 Swnpleil: 1158-12 CHen. Sample Description: 2' x 4' Cem"! Panel
Page 1 of1 Layer I CeiHngTIIe Stereoscopic Exam Col", T_I I 􀁾􀀠􀁦􀁪􀀧􀁴􀀢􀁉􀀥􀁆􀀽􀀭􀁲􀀢􀀺􀀬􀀬􀀬􀁲􀁏􀁾􀁾􀁾I.IgI!t GnIy PLM Examination % Color ···Signor]PerpendicularPamIlc/Extinction
+/Rot 1mb: Rotlrulex Bire! 􀁅􀁬􀁾M ,...􀁾An""'~-high50 ribbons iJ 0 .._----_....tfr'aeI Vl(OOI FlI>ots 0Glass Foam -_ Comem: None _ 1'RpItremncnt:--------------------------------IAnalyst:
Steve Moody . Date Analyzed: 11117101 
Steve Moody Micro Services, Jnc. Bulk Asbestos Analysis Sheet TOH Lfcc:nsc No. 30-0084 EPAMeIhod40CFR. Ch.1 PL 763 SuboLF.Ano. A NVLAP Lab N" 102056... Client: En Environmental Services
IProject : 15115 Surveyor Blvd. ProjectS: Nol Provided Lab JoM: xlB-12301 Sample' : 1155-13 Client Sample Descrlption : 2' ,,4' CeiUng Panel P_1of1 Layer I Ceiling Tile I 􀁾􀀠I 􀁾􀀠􀁾i80IND
>.fSamoIO I I 100 PLM Examination Cclor Iim!11cI 􀁾􀀠Extinction SignorCom_ % #1_ Ro£ Inde>t Ref: 1nde>t BiR!' AD';. E[...,..non 􀁾􀀭􀀭􀁾􀀠ribbons higll1IiI/nom__ Rods 0 PeriiID 21 Glass
Foam 0 􀁾􀀺􀁟􀁬􀁣􀁡􀁉__ _Conlcnt: None DeIected -..,' -----------------------------CornroenIS : Analyst : steveMaody foJDate Analyzed : 11117/01 LabJobII: x1B-12301 ISamplei!: 1158-13
iF • 
" Sieve Moody Micro Servicu. Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Mahod 40 Ch.l PI. 763 􀁆􀀬􀀮􀁾􀀠____􀁾􀀮_ _'N""VLAP".. Lab No. 102056 Client: Ell Environmental
Services Project ; 15115Surveyor Blvd. : Project # : NotProvided LabJobfl: x18-1231)1 Sample # : 115S-14 ,Client Sample Description: 2' X4' CeiUng Panel Page 1 of1 Layerl Ceiling Tile
St.crtosoopic Exam I Qjfor I T"","" 􀀱􀀮􀁉􀁧􀁢􀁴􀁾􀀠.. -PLM Examination Col", -􀀬􀁾􀀠<::om% +/. /P-'" Re£1nde:< f1ben; ..􀁾􀀠-􀁾􀁬􀁎􀁯􀁯􀁉􀀭Rods I 2 .... Glass Foam I 􀁾􀀺􀀭......-.
_Con!aIt: 􀁾􀁾􀁹􀀧􀁆􀀺􀀧􀁟􀁾􀁁􀁳􀀺􀁴􀀰􀁾􀁾􀀠l'eIpendi<ulsr Extinction Signor: lW:lndex 8m An"" EI_i high 0 0 None_ r------------􀁾􀀠--------------i Comments; AnaI)'Ot : $teveMoody J1LOate
Analyzed : 11117101 i ! I ..-LahJobfl : x11J.12301 ISample # : 1155·14 I,.... • 
r Inc. Client: En Environmental Services Project : 15115 Surveyor Blvd. # : Not Provided Lab _: x1B-12301 Sample# : 115S-15 Sample DescripliDn : Tape and Bedding Material on Sheetrock,
WareIIouu Page 1 of1 Layer I Drywall Material ,,,.,,tn"WI.'": m___ Layer 2 OW Paper I Tape """,,-..nt: m_lseporaIfan Layer 3 Joint Compound _ eon_: None DetecIad Layer 4 Texture _Contmt:
None DetecIad Analyst : steve Moody DateAnaly2OO: 11/17101 LabJobli: :0:18-12301 115S-15 lr' ' 
Steve Maot(y MIcro Servlcts, Inc. Bulk Asbestos Analysis Sheet TOH LitenSe No. 3Q...0084 EPA Method 40 Ch. I 1'l,..!IS3"-",S"",,,F,,,,,,,,,,,.A"-______􀁾􀁎􀂣􀀡􀀮􀁖􀁬􀀮􀀮􀁁􀁐􀀡􀀡􀁤􀀺􀀽􀁌􀁡􀁬􀀾􀀡􀀡􀀡􀀡
􀀮􀀡􀁎􀁯􀀮􀀡􀀡􀀡􀀬􀁊􀁬􀀡􀀮􀀡􀀡􀀰􀀲􀀮􀀬􀀰􀁓􀀶􀀢􀀢􀁩􀀠Client: Ell EnvIronmental s..._ !Project: 15115 Surveror Blvd. Project # : Not ProvIded Lab JOO#: x1B-12381 Sample # : 1158-16 Clienl
Sample Descriptio. : Roof Flasbing _81 Page 1 of1 Layer I Silver Paint 􀁾􀀺􀁟􀀯􀁭􀁥􀁬􀁴􀀠Layer 2 Roofing Membrane Cmn IS %+1. MhO ......... -1 __ 􀁾􀁴􀀺heat/melt Layer 3 Roofing Tar
􀁾􀀺heat/melt Layer 4 Under1aymenl PLM_ Color PamIlel Papcndicular ExtinICtion Signof ' /Pleoebroism Ref. index Ref.lndc!c Sirel c ESoa _eom..,: None_ Color1􀁟􀁾􀀺􀁎􀁯􀁮􀁥􀁟􀀠_eam.nt:
None_ Signor -. 􀁾􀀢􀀢􀀢􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---I ! Commeots: Anal)'Sl ; Steve Moody S fJ"'v Da!eAnalyzed: 11/17/01 Lab JOO#; x1B-12301 Sampld: 115S·16 
I ::.;::, 􀁾􀀢􀀧􀀧􀀧􀀧􀀷􀁾􀀮􀁾􀁾􀁾􀀠Inc. Bulki􀁾CIL L Pt. 763.􀁾􀁾􀀡􀀺􀀧􀀻""A ',102056 Clienl: Ell EnvImnmental Services Project : 15115 Surveyor Blvd. Projeet# : Not Provided Lablobll:
lI1B--12301 SampleR: 1158-17 Cli",' Sample Description: Roofing Material Page 1 of1 Layer I Sand Layer ,. I Color T...... 􀁾II Hard ND 5 P!.M 􀁉􀁾􀀫􀀯􀀭􀁉􀀠Color I􀁒􀀼􀁾􀀢􀀺􀀢􀀠I Ret:
,. Bm An", Sign of I I I I Prep/In:aImenr: 􀁭􀁟􀁾􀀠-..sc.m.nt: None 0eIBcIed ----------------------------_.--.Layer 2 Roofing Membrane I Color I T"""", 􀁾􀀠75I Black I YES I 5 NO PU
& " +/Color 􀁒􀁾􀀢􀀬􀀢􀀠Rot In"," Bin:f i -_Sign of high I l'reJ>'h-: _1_ ___"""""': None 0eIBcIed ---􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭---------------_..... Layer 3 Underiaymenl I Color I Tcxtme
􀁾II Tan I Fibrous ..... 80 NO 20 PLMI 􀁾􀀠% +1Col<!< 􀁾RA,£_ BiRr ...... _$""'0: "' ribbOn$ high Perlite 2( GIa$S_ 0 Px!:p/1mItmenl: 􀀭􀁾􀀠_eon...: None Detected ,--------------------------------Com
ments: ADalyst: Stelle Moody .sf'Dale AnaIy2lcd : 11117101 LabJob/l: x1B-12301ISample#: 1158-17 
-----------------------------------------------------------------------------------------------􀁓􀀧􀀢􀀬􀀢􀀬􀁍􀁾􀀠􀁾􀀬􀀠[IIC. 'IDfW • N 􀁾􀀠30-0084 en-., 􀀮􀁾􀁾CFR. Ch.l. PI. 􀀻􀀶􀀳􀁾􀀠􀁾􀁾􀁾A....
A 􀁾AD' -01'1•. 102056 ,CI_: Ell Environmental Servi..... Project : 15115 Swveyor Blvd. Project# ; NotProvkled Lablob#: x1B-12301 Sample' : 1155-18 Client Sample Des<:ription : Roof
Page 1 of1 Layer I Sand Layer ,"""" Color I T_ I 􀁾􀁾􀁾􀁾􀁾􀀠I ND ND I 5 PlM Examinatioo Color -Parallel PcrpcmIi_ --Signof Co........, -BOO_I%I+J SiR:fa.£1ndoJ< ReLIndoJ<1104\ H_ I
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾I I I Prep/treatment: m___• _ Conla1t: None DetecIed , 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Layer 2 Roofing Membrane Stcm.lscopic Exam CoIoc T..... .......... 􀁾􀀭􀀭􀀭[
􀁉􀁈􀀢􀀢􀀧􀀺􀀧􀀴􀀥􀁦􀁾􀁉􀀥􀁁􀁳􀀧􀀺􀁴􀁯􀁳􀁾􀁏􀁦􀀺􀀬􀀢􀀡􀁾Black I 􀁾􀀠PLM_ Color ExtincIioo Signor , C _lei !Pc:fpcndicu.Iar IP_ Rcf:lnde:x: a.£ Inclex -BUd' Anlll. ElonRation Mouofilantents
I 􀁾􀀯􀁦􀁬􀁉􀁉􀁥􀁦􀁓􀀠􀁾_:_1_CoIOW: None DetecIed 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭Layer Layer 3 Roofing Tar of. I T....., I 􀁾􀀠I 􀁾􀁉􀁎􀁄􀁩􀀠 25 PLMI 􀁾􀁃􀁯􀁉􀁯􀁲􀀠. I!c! lnda Hire! Angle
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀁉􀀠104\ I % 1+/.1 􀁾􀀠I 􀁾􀁉􀀠Prepltreatment: _1_ _Canlen,: None DetecIed Layer 4 Underlayment . o. Color I I 􀁉􀁾􀀠􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠􀁾􀁉􀁎􀁄􀁉􀀠20
PLM Exam_ Tan Col,.. _I SignorPapcndicuIar Extinction Rd: ......-ADgI. a_onI PIeocltmlsm Rd:1ndoJ< BUer􀁾􀁾􀀮􀀠high I.-GIass_ 0 -Prepltreatment: mechanlcaI separa!Ioo _CoIOW: None Delacled
c--------.....􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭-----------..Comments: I Analyst: Steve Moody J/C..,I DateAnalyzed : 11/17/01 Lablob#: x1B-12301Isamp,e#: 1155-18 iP"" 
II QCSAMPLES Sample # : x1B-12301·11ss.3 Sample Analysis: 􀁾1 Drywall Melial 􀁾􀀺􀀭􀀭􀁾2 DW Paper Facing 􀁾􀁬􀀺m_leal_ratIon 􀁾􀀳􀀠Texture _COntent: None DetecIad Signor _Cmtcot: None
DetecIad Comments: Analyst: Robert W. Miracle fJ-.Date: 11ll7J111 Sample # : x1B-12301*115S-3 􀁉􀁬􀁰􀁰􀁾􀀮􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
SIeve Moody Micro &irviccs, Inc. QC Analysis Sheet roH Licensc# 30-008 EPA Mdhod 600iR-93/116 . Client: QC SAMPLES :Samplell: x18-12301'1155-13 Sample Analysis : Layer I Ceiling Tile
Commenls: : Analyst : Dale: ISample II : Robert W. Miracle 11117101 x18-12301'115S-13 I,.. 
ETI Environmental Services 4112 VIA BALLENA MESQUITE. TEXAS 75150 (972) 279-9751 November 15, 2001 steve Moody Micro Services, Inc. 1510 Randolph, suite 602 Carrollton, Texas 75006 Re:
PLM Testing on Bulk Samples Gentlemen: We have transmitted 51 bulk samples for PLM testing in accordance with NESHAP Regulations for asbestos to your laboratory at the above address.
Provide point-counting on the friable samples with positive stop Provide total wall system results on tape and bedding samples. Analysis report is to be broken down and billed by project
as follows: NO. OF--􀁾􀁾􀀭􀀭􀁳􀀱􀁜􀁍􀁐􀁌􀁋􀀠SAMPLES DATE BUILDING NAME SAMPLE NUMBER 12 11-14-01 15109 Surveyor Blvd. 1095-1 thru 1095-12 12 11-14-01 15111 Surveyor Blvd. 1115-1 thru
IllS-12 12 11-l4-01 15113 Surveyor Blvd. 113S-1 thru 113S-12 15 11-l4-01 15115 Surveyor Blvd. 115S-1 thru 1155-15 Addison, Texas please list numerically on report from last digit(s)
of sample #. Please submit quality control results with final report. Please sign and return one copy, copy, keep the other copy for your records. VICES STEVE MOODY MICRO SERVICES, INC.
􀁾􀀢􀀢􀀢􀀠() dlP/ReCeiver's Signature Asbestos Consultant Thank You. Eddie aw Date .... 
United SCates Department of Commem: NationallnstlMe of Standards and Technology F---1I/V,􀀺􀀺􀁾􀀢􀀺􀁲􀀲􀁬􀀢􀀧􀀢􀀠Certificate of Accreditation ! 􀁾. -------------------------\".'n..1
STEVE MOODY MICRO SERVICES, INC. CAllRou:rON, TX Bm.K ASBESTOS FIBER ANALYSIS June 30. 2002 TEXAS. DEPARTMENT OF HEALTH . BB trKNOWN THAT Sl'IM:M\iODYMIcRo RlMcEs,lNC· is U_1IOd and
••thod%Od to. pfftOan .. an in tho Slate of T"'" Ttll_ 'c.:et'Ul<:a1;. J.a void .n.w .,.pl?Uon ·lU:t••. VOID IF ALTERED NON·1RANSFERABLE . 57626 
McCRONE RESEARCH INSTITUTE certifies that has successfully completed an intensive course of instruction in "Microscopical Identification ot Asbestos" . given by the McCrone Research
Institute ':', 􀁾􀀠• ........··A Presented this ... 29m 'day ofUlIlTit,19135 --,." ,. " jZ:\fddpL 􀁾􀀠McCRONE RESEARCH INSTITUTE certifies that has successfull!l.-completed an intensive
course of instruction in 􀀺􀀻􀀴􀁾.J!she&toS Jd.atrJi:Cat!bH." given by the Mcq/ont 􀁾􀁥􀁡􀁲􀁣􀁨􀀠Institute .;_ 􀀺􀁾􀀮􀀠f ". 􀁾􀀠. .. ' :..: Presented this 25 rfi ,day of, '!tg,wnlier,
19<35 ) 􀀮􀁾􀁪􀁗􀁰􀁌􀀠/55 CfXJ.s 
5 
----TEXAS DEPARTMENT OF HEALTH BE IT KNOWN THAT 􀁅􀁄􀁄􀁉􀁅􀁔􀁾􀁬􀁖􀀬􀁉􀁎􀁃􀁊􀁄􀁾􀁾􀀠ETI ENVIRONMENTM. SERVICES is Licensed and authorized to perfonn as an Asbatos Consultant Agency in
the State of Texas as amended, so long as according 10 the 1D-0016 .......01100001 To6IIl',W,.,....f'J:. 􀁌􀁬􀁉􀁫􀁴􀁾􀁐􀀡􀁾􀁬􀁨􀀮􀀭􀀮􀀮􀀠􀁃􀀮􀀻􀂷􀁾􀁩􀁏􀀡􀁬􀁡􀀡􀀠s,,(cty 􀁾􀁬􀁓􀁲􀀮􀀮􀁬􀁬􀁢􀁨􀀧􀀢􀀮􀁾􀀮
􀀢􀀠OIIO.5IlOOl 􀁷􀁩􀀻􀁾􀁾􀁾􀀻􀀠Statutes, Article 􀀴􀀴􀀷􀀷􀁾􀀳􀁡􀀢􀀠revoked and is renewed of He.!!h. ThIs 􀁥􀁥􀁲􀁴􀀡􀀡􀁬􀁣􀁾􀁴􀁥􀀠Is void after expIration date. VOID IF ALTERED NON-TRANSFERABLE
55418 TEXAS DEPARTMENT OF HEALTH BE IT KNOWN THAT EDDIE TAlV, INCJDllA ETI EI'IVIRONMENT AL SERVICES is Licensed and authorized to perfonn as an A>ba...lAbo",.ory Statutes, Anicl. 4477-3a.
􀁾􀁾􀁾􀁯􀁡􀁲􀁥􀁶􀀺oked and is renewed iii of Health. 􀁔􀀧􀁬􀀧􀁊􀁤􀁆􀀬􀁾􀀮􀀢􀀮􀁲􀀮􀀠(;"bk( Alba.a 􀁨􀁾IJopdo 􀁾􀁍􀁨􀁴􀁹􀀭􀁓􀁬􀁫􀀺􀁬􀁨􀀡􀁯􀁴􀁬􀁬􀁴􀁮􀀼..... O'ICWZO02 This certificate is
yold after o.plr.eion date. VOID IF ALTERED NON-TRANSFERABLE <;<;4111 
------------------------, Texas Deparllncnt ofHcalth.ccrtilics Ihat: EDDIE TAW Liccnsc Number 105055 is Licensed as an Indh'idual Asbestos Consultant , Texas Dcp,lrlmen( of Health cerlil1es
lhat: DIANNE KWOO License Number 105056 is Licensed as <In Indh'idual Asbestos Consultant 
------------------------, Texas Deparllncnt ofHcalth.ccrtilics Ihat: EDDIE TAW Liccnsc Number 105055 is Licensed as an Indh'idual Asbestos Consultant , Texas Dcp,lrlmen( of Health cerlil1es
lhat: DIANNE KWOO License Number 105056 is Licensed as <In Indh'idual Asbestos Consultant