i l ! I ! ! i i I I i I I i I I I i r l ~i~ ::;) ij m' m !+ "n· < 0> c: .;.:.;,)> $ l l ~·· ... ·.·. 
Pam date Request# Amount 1/31/97 1 $ 34,568.10 3/3/97 2 $ 64,197.90 3/18/97 3 (FINAL) $ 10,974.00 contract ami. Sheet1 Total $ 109,740.00 $ 34,568.10 $ 98,766.00 $ 109,740.00 Page 1

HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871-3311 DATE 3/13197 I 'o•,.;~ /' ES ZZ,U" ATTE~V/C'J Ah t./1-..k.c.J oNe. Q-L. TO ~""'"' ~ Boo.:.ot-P
f?.,.z .. ,c. u..,rz. I p. 0 . .i:o2C> 144-RE: E't:.lft.r· v~ ~ o.J~ P'lftUC. WE ARE SENDING YOU 0 Attached 0 Under separate cover via_j~~ ... ~~s~z~a~""":··"':::· ~:· __ the following
items: COPIES l 0 Shop drawings 0 Copy of letter DATE NO. 0 Prints 0 Plans 0 Samples 0 Specifications 0 Change order o ___________________________________ _ DESCRIPTION %~~..:~ ~ 0 ....
~Ll ... )£.. , ()11'1-uer 9F B,JI.c PA-to ().,,~ }' . I <2e:s; :k ;r.:s -rus-,_ ~ .d. -/J'/"'1 A ~ >= ~D ..::;.., ........ hiU,_. lb" ..1-. I v THESE ARE TRANSMITTED as checked below:
JQ For approval ;b For your use 0 As requested 0 Approved as submitted 0 Approved as noted 0 Returned for corrections 0 Resubmit __ copies for approval 0 Submit ____ copies for distribution
0 Return __ corrected prints 0 For review and comment 0 ------------------------0 FOR BIDS DUE _________________ 19 ___ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS-------------------------------------
--COPY TO ___________________ _ If enclosures are not as noted, kindly n 
,.. " CONSENT OF OWNER SURETY COMPANY ARCHITECT TO FINAL PAYMENT CONTRACTOR SURETY AlA DOCUMENT G707 OTHER PROJECT: (name, address) Addison Circle, Phase I, Electrical Vault TO (Owner)
D D D D [ ARCHITECT'S PROJECT NO: Town of Addison ] CONTRACT FOR: Addls~n Circle, Phase I, Electrtcal Vault 5350 Belt Line Rd~ P.O. Box 144, Addison, TX 75001 [ CONTRACTOR: Battson Contracting
] BOND NO: BCN1944984 CONTRACT DATE: 12111196 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address
of Surety Company) Bltnmlnous Casualty Corporation P.O. Box 167968, Irving, TX 75016-7968 , SURETY COMPANY, on bond of (here insert name and address of Contractor) Battson Contracting
P.O. Box 747, Lancaster, TX 75146 , CONTRACTOR, hereby approves of the fmal payment to the Contractors, and agrees that final payment to the Contractor shall not relieve the Surety Company
of any of its obligations to (here insert name and address of Owner) Town of Addison Addison 5350 Belt Line Rd, P.O. Box 144, Addison, TX 75001 ,OWNER, as set forth in the said Surety
Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 6th day of March 1997 Bituminous Casualty Corporation Surety Company Cindy Fowler Attorney-In-Fact
Title N01E: This form is to be used as a companion document to AlA DOCUMENT 0706. CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. Current Edition AlA DOCUMENT G707 • CONSENT OF
SURETY COMPANY TO FrNAL PAYMENT • APRIL 1970 EDITION • AlA® © 1970 • THE AMERICAN rNSTITUTE OF ARCHITECTS. 1735 New York Ave .. NW. WASHINGTON. D.C. 20006 ONE PAGE 
·:>· -·I'-· STA'I'I! OP TEXAS COUNiY OF DALLAS Tba[ Battson Contracting SEcnONMB MA!NT6NANCB HIINO Bond No. BCN1044984 as priru:ip;d ;md 81 tumi no us Casu a 1 ty Corporation -----·
a WlptlrdlwD orpnized Ulld« the lawo ofi 11 i noi s and-------------u mn:li.,., .,.id melll:s bcill~ autooria:d to do:o busm..s im 1bc lim or Taao, <!o bo:rcby expR.'>IIIIy •cknowledA~
!h.omadves m ~ beld. aDd bound m pay 0!1W the Town of Addi:lon. Texas, a duly incocpol'ak:d llome nllr: nwni&:ipal cn.•p<Haliun WJdor me !aWl of 1M S11111: vf T~. the >IIlii of _ one
Hundred Nine Thousand Seven Hundred Forty and no/100 _______ ($ 109,740~00 ) lbr !he p;11ymer11 ar whicll Slllll wiD and tl\lly to l>e nwlc UllltJ oilid Town vf AddiaQn IIDd ira ~=.
saU principal 3ld IIUmlto dQ hereby biOO ~h'~. tbcir .usieDs ;md ~. joinlly aad sevc:r:illy. Battson Contracting has dlls dlt}' ~ iniO a \lOI'ilbm C<lllll'al:l with the said TaNin of
Addi<M 1u build and QQIIIIlruo:< lhG Addison Circle, Phase I, Electrical Vault ·~---------------------
'. ·, whid> cootract and lhe Plllu alld Spccif~QtiOIIIIIhcrein mcnlioot:d :ldnpt<d by tlu: Town of A<Wioon, are llcn:by expre~~~ly 11W!e a palt hm!of aslbrugh tlu: same ~"' written aod
embodkd hcccin. WHEkliAS, lllllier rh<: l'lalls, Spe<:ill!rii!Dllll And ('.onlracl II i• provid.:..l 1ba1 the Co.utrac~Qr will malmaln aod kl:cp lD good ~ tile work hcnrin com:racrcJ
10 be don.. aod penon-' for a p<:rlod of IWO 12) )'Qn from rho URic nf accep!llDCe, and 10 d<J nlJ nc~ bockflllillg tbai 1112y <m5e 011 III>C<IW1t uf •unl"eu cODdilioru: in dlli::JicS,
or ather111:isc, oond to do and pcrfom :.111 nccesi8Iy work .llll.l "'J))Iir any dde<:rlYc: •UIIIJilioa growilll ouL ut or arismg Crum 1he illlpraper jollling of the ~llllle, or on accc.unt
of ~Y brcotinr. of lhc: .a= c:wKd by the ""itt r..omn•w iD ~~in{~; .,.. buildillg m.: wr~~;, won account ot any oofccl •rising in any of said past <>f uoid IO<llk l.u.J or rouSJna:.u.:d
by the laid COOIIUCtor, nr on =011111 of implop:r CA'"'IIlllion <•r b..Cklilling; it bcmg unlk.T&tood lballbu putpll.'to! uf 1lris sec lion il w cover all dl!rectivc ~ arisi11~ bv n:illiOII
of dcfcctivr. m~rcrWs, work nr Jobor _pcrfq,."IJl<d by lhc said Conllllc!Or: and in c= 1hc said Colllrilaot sb:LIJ f.lil to do, it is a,~ that the 'fuwu may du 83id Wt;lrk: aod oupply
!UCh llllll:riaJ!. 411d ~· lht: ~IIC ljfolioOt !Ire laid CODil:ICJul aDd SUR.'Iit:~ 00 l'fljs obli&a<it>n, .00 t1u: ...W CW!Ia&WI and ;Wtfic;:s hercoo sludl tJ., suqject In ibe llqllidaled
dami!p 1111:11tlOiltd ia ll2ir.l ciJDir.la fer CEQ day'~ fuilwc en il• part L<> <"Omply wlllt tlu: ~emU~ of !he :s.aid pro~l'h""' of qid cnnrmct; NOW 1'JIER}!t<URE, if lb(: said Coll!roCt.Or
sbaU kee[l alld Jll.Tlnnn irs said agn:cmeal 10 maiolain "'id wo:k uud keep the ~111<' in >qr•ir for Lhc •<aid .,.ww..,..,.,.. period uf rwu !'2) ycpra, ~ pro11ided, t11l!n rhese ptest.'llls
wll he 1\Ull a1111 void. ~nd havu no limla ~fll:cl; bm l( dcfuult shall bo: made by !he ,..;d Coul&"aotm +n lf1c pctliJmram:1: &Jf 11.> CO!IIla:t ro w lllilim:liD aad wpair !!iid work.
then lh.,.e prcsclll~ Wll hllv~ full ~mel cfl\o;t. mi said Tuwn r>f Addiw11 oholl h"~ IUid =aver lrciU ria: Cunlr.li:I01' and itll surctil:s damage~ in !be p1L'IIIim. 1$ providrd, and
It I• timbl:r untlit<111:10d and agreed thaL lhil obliplion •haH be a cwlirwirrg UIK: agalnsr r~ prioopal and sumil:ll bcn:on and tbaL •-=!rive recQY;rlc5 may be had ~ for 511CU$Si\'L::
br~adl~ until !hr. mil amotUI1 ihall have been c-<lluumd; and It 1$ ~nbl:r understood lllat lfu: oblil!"ti!ltl ber\:iD In nrailllain said worl.. .slriill ooolinuc rhrouglloul oaid omin!enAIII:o<
period, and rh• ,...,.;. •boll ru be t:banged. Oiluml1bed. or in any ll1Atlru:r affc:c!Cd r.,... ~ny taus<: dur!ni said lime. 
. ' .. IN WlTiffiSS WHEREOF.Itle said ..all!Jminous Casua 1 ty CorporatJ,Qy catl5tod 11u:1or: ~ to be c~"':uiPd by Attorney-In-Fact and lhu s:Ud Attorney-In-Fact llll~ llal:uD!o WI~
hand thl$ tb: ..§1!1 day of March , 19~. PRrNCII'AL B·Humi ngus Casualty Corporation Battson Contracting By: A'ITI!IiT By: S1Jn:ty TOTAL P.04 
IMPORTANT NOTICE TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT You may contact the Texas Department oflnsurance to obtain information on companies, coverages, rights or complaints at
1-800-252-3439 You may write the Texas Department oflnsurance: P.O. Box 149104 Austin, Texas 78714-9104 FAX No. (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning
your premium or about a claim, you should contact the company frrst. If the dispute is not resolved, you may contact the Texas Department of Iusurance. ATTACH THIS NOTICE TO YOUR POLICY
This notice is for information only and does not become a part or condition of the attached document. 
' ' BATISON CONTRACTING PROJECT: Addison Circle -Phase I Electrical Vanlt OWNER: Town of Addison -Bid No. 97~4 PAYABLE TO: Battson Contracting P.O. Box747 Lancaster, Texas 75146 ~I ITEM
DESCRlPTION SCHEDULE I 101 !ELECTRICAL VAULT SCHEDULE I SUBTOTAL TOTAL WORK DONE RETAINED (O%Final) AMOUNT PAY ABLE PREVIOUS PAYMENTS lUNIT ILS AMOUNT PAY ABLE TillS STATEMENT APPOVED:
X COLUMBUS REALTY TRUST X TOWN OF ADDISON ESTIMATE NO: 3 (Final) CONTRACT AMOUNT: $109,740.00 I CONTRACT I QUANTITY I UNIT PRICE I TOTAL QUANTITY TO DATE I 1.01 DATE DATE DATE DATE 1.01
SI09,740.00 I $109,740.00 I $109,740.00 $109,740.00 $0.00 $109,740.00 $98,766.00 sJo,974.oo I PPf"'l:iTVPD '.MAR 0 6 1997 
STATE OF TEXAS SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared ::Ji "'""''/b ~:tlso,. who, being
duly sworn, on oath, says that he is a legal representative of (j ... :H.so, (,,.."'11-.._ ... +t''£ (full name of Conttp.ctor as in c ntract) and that the contract for the constrnction
of the project, designated as 1-o</(Project No.) Add,·so,... Ci.-c.l~ -P/.-......s .. + £1c.c:tr,'c,..{ JA..,/t has been satisfactorily completed and that all bills for materials, apparatus,
fixtures, machinery and labor used in connection with the constrnction of this project have, to the best of my knowledge and belief, been fully paid. Sworn to and subscribed before me
this ~ day of 1"1«..-c./.,. , 19'17. G:\PROM1182lll\FINAL\BP JAMES L. STANFORD Notary Public, State of Texas My Commission Expires AUGUST 30, 1998 ----::>; -L . J7 ,j .-1= Notary Public
in and for I -=U"-1'-l_"'f ___ County, Texas 
02-18-1997 10:00 214620972.3 FUGRO McCLELLAND C SW> • INC. P.02/03 FUGRQ-McCLELLAND {SOUTHWESn, INC. 170"d COMPRESSIVE STRENGTH OF CONCRETE REPORT CUI!NT: hlllon Can1rac:11n0 REPORT
DATE: .~a~~ua~y 21. 1111 PROJI!CT NO: 01tl..;acn PROJI!CT: A11C111on Circle One, Adlban, Texas CONTRACTOR: TICKITNO.: AMIJaNT TIM!". M'): CONCDft TIMP, (.,): TIMI!.IIATCHID: TIMI!.IAMPUD:
WDlMIR CONDITION: LOCATION 01" I"LACI!MIINT: NUMIIR (dop) REMARKI: Teetlnlden: Todd NMty I!IMHibr Commtn:IIII"OIIIIWOlk nla CONCU.ft IUPPUIIt: Lllllmort Mallllala 70 PLANTtnlUCK: 7f410
14 MIX 1P NUMID: 2f 2:25 Pill AIR 1"1 1UT11 GG'I) :S.O 3:30 prn WATER ADDSD (pi): 15 Partly c:loudy SLUMP (lnciiM) 1UT11 C:.14al 4 ~vault noor, s 1 .. 1 nCH'II'I, 10 fHt-llf IOUIIIeNI
comtr. lllltlllast c:GIIMr llf l!lulldlng A TESTED (poullft) ITMNGTM (,-I) FUGRO-McCLELLAND (IOUTHWUn, INC. CIICCUCI eY? I .:w:s Dlllribullon: llllllon COnnc:llna • Ran Huddleston SOLI
0217 2L6 " 5U~+~~~+UOJ UOS++~8 ~I0'60 L6-St-qa~ 
02-18-1997 10!01 2146209723 FUGRO McCLELLAND (SW), INC. P.03/03 FUGROoMCCLELLAND (SOUTHWEST), INC. EO'd COMPRESSIVE STRENGTH OF CONCRETE REPORT CUENT: 111118011 ConltiCIInO REPORT DATI:
'elln*J 7, 1117 PROJI!CT NO: 071t-zoot PROJI!CT: Addllan Cln:ltl One, Addllon, Tuaa .. ·. ·. :• .: . . ··'· ':= CONTRACTOR: COI"ftll*dall"l'llm-.11. TICKET NO.: 7CWW81 CONCRETE IUPPUEit:
Llltlmcml AMBieNT T!IIP. t•P): 71 PLANTITRUCK: 7 I 112 C:ONCIIITI 'RMP.j"P): 15 MIX 1D NUMUJl: 'rT TIMIIATCHeD: 2:00 pm Alit ~~ 1MT11 c:-111) nil TIMIIANPLID: 3:00pm WATEIUDDID (pi):
0 WIA1'HIR CONDinmn..,ON.u: CIMr ILUMI' llnclln)IMTIIC.MI) 3 314 LOCAnON Opt PLACIMENT: T.U. Elec:lric, tltdrtCIII Ytult wall, Cllltllllnt ... Will, I fMIIIIDYt !IOor ltiMARKt: Technlcltn:
Dlvld Plltll FUGRO•McCL!LLAND (IOUTHWI!ST), INC. Chtcktcl BfE• ~df==------IUHIIIr Dlllllllull011: llallaon Conll'llcWig • Ron Huddlellon SOLI OZt> ZL6 
03-03"-1997 16:13 FUGRO·McCLELLAND (SOUTHWEST), INC. 2180 VIrga Lane: Dallu. ,_... 71m Ph tfnl .... ,, , .. tmJ uo.na COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Blltllon Contrlclln;
REPORT DATE: l"tbMry20,18ia7 PROJECT NO: 0711·2001 PROJECT: Addllon Circle ona. Addison. Texas CONTRACTOR: TICKET NO.: AMBIENT TEMP. ("F): CONCRETE TEMP. ("F): TIME BATCHED: TIME SAMPLED:
WEATHER CONDITION: LOCATION OF PLACEMENT: NUMBER REMARKS: Teohnlclan: Ted Nlcholll SMH/br concrete Formwul'lll 1071831 CONCRETE IUPPUER: Lattimore 511 PLANT/TRUCK: 1 68 MIX ID NUMBER:
8:<411 am AIR (%) (AITM C·IUJ 10:30 1m WATER ADDED (1111): 0 Cloudy SLUMP (lnGhtl) (AITM c.ioQ) 4.5 TU elact11c vault raor deck TEITED (pouncl•l ITR!NOTH (pel) ITR!Ncmt (pel) FUGRO•McCLELLAND
(SOUTHWEST), INC. Checked 8y:, ___ 5,.;::a' .....l:vJi-1-L, \-___ _ Dllllllbutlon: Battaon Contracting -Ron Huddleston 
.... ' .. MAR-04-97 TUE 08:10AM HOD-LYNN SHORTNACV' FAX NO. 817 215 6093 P. 01/01 ~O'd IO'd :.!14 Nl bl!:ll P.Bl .BATTSON Bill! 747 ..... 11 • 1X 751* (21.)227 ... Lin" or •• • e ''AI!tt
U: V' eRic· J'lwd Eleclricll Vadl TDMl af Milaa• Bill Ho. 97.(14 To Wbon.l& Me, ('<-m: ·. . · Blluan. Coallactias Ills COI;II'MII die· lllow nla I J1R1.ita ·-dinl lO ~ aad to aw Alii&
tio-. W'llh-ttl. a.-Cwb ('C io ..-..,. die projKt wf 1 10 OOIIII'IC' ~ IIIia .._ sWI -• our ilaliooe vi IIIII .· w ;.t_af' ... prajel;r. . T.JJ. 7 k Compasy . :_ Vllr!7· Ode. ' roTA!.
P.1!1 '!iOLt O<!to 2.L6 90LI 0<:17 <:L6 
·'~\..C:.l Vt.U MAR 0 5 1997 . FUGRO-McCLELLAND (SOUTHWEST), INC. 2S80 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT:
Battson Contracting REPORT DATE: Febnlary 28, 1997 PROJECT NO: 0761-2001 PROJECT: Addison Circle One, Addison, Texas CONTRACTOR: Commercial Framewo!X TICKET NO.: 7030483 CONCRETE SUPPLIER:
Lattimore AMBIENT TEMP. ("F): 76 PLANT/TRUCK: 7 I 612 CONCRETE TEMP. ("F): 85 MIX ID NUMBER: 27 TIME BATCHED: 2:00 pm AIR (%) (ASTM C-231) n/a TIME SAMPLED: 3:00pm WATER ADDED (gal):
0 WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 3 314 LOCATION OF PLACEMENT: T.U. Electric, electrical vault wall, centerline east wall, 6 feet above floor I> ,:: ~,~, :;~!;t:i~f9
~;2s~~E~~~:a~~~·¥~~.~~~~~~;~~r=~,G!~T~~ss·:;t1~l~ji;~li~;r·,,:;~··f~:~: CYUNOER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (d;ays) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi) ACA 883 7 217/97 133000 4705 4000128 days ACA 884 28 2128/97 165000 5837 ACA 885 885 28 2128/97 163000 5766 ACA 886 Hold SpecitlcaUons: Maldnq & Cutfncl: ASTMC-31 TesHng
Methods: ASTM C-143, ASTM C-39 REMARKS: -Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: _____ :;..Llr~..l-1""~-----SMH/rm Distribution: Sattson Contracting-Ron
Huddleston<""'" -'-~ 
PJ CLA Vendor No. I-to [d. uJJ-~j lolcnJ QppnJvcd Of\_ -Ylccruh ~ 6-i i -.-·.· -i VendorName J\dd1Son C,i~clv One, L±d. > Address 15'551 Dojlas Ycu-kL!)OLi 1 Suiie, g55 Address D+~o....<ll,_ll..l.<o~
...,S...._ _______________ _ Address Zip Code AMOUNT oo TOTAL DD FINANCE ORIGINAL TO ACCOUNTING/YELLOW FOR DEPARTMENT FILE 
DATE ~I.Ji...J..!J..:j Vendor No. PJ l-1v 1 c( iJJL}J ·eoknJ Qp p P1JUcJ 0 f\__ CLA .. -Ylccrch .· ~ 6 Vendor Name Add /Son C, i--c lv Ooe, lt-d. > .-. ·' Address I5S 51 Doj I ClS Pcu=kuJati
,. Sui ff, 855 AddressD 4-.L!.<lC\....<~J~--JI~o~S---------------Address Zip Code DO FINANCE ORIGINAL TO ACCOUNTING/YELLOW FOR DEPARTMENT FILE 
March 17, 1997 Mr. John Baumgartner Director of Public Works Town of Addison 16801 Westgrove P.O. Box 144 Addison, Texas 75001 Dear John: ----~· -·-·----~--~~--~---' c 0 L u [V( i?J
lJ § J------------__ , R E A L T Y T R l' S T Please accept this letter as our final invoice in the amount of $10,974.00 for work done by Battson Contracting for the period ending March
4, 1997. Three copies of their pay application are attached. Please return two executed copies to us for distribution. STATE OF TEXAS AFFIDAVIT COUNTY OF DALLAS BEFORE ME, the undersigned
authority, personally appeared James F. Duffy, who, being by me duly sworn, deposed as follows: "My name is James F. Duffy. I am of sound mind, capable of making this Affidavit, and
personally acquainted with the facts herein stated. I am a duly authorized representative of Addison Circle One, Ltd., a Texas limited partnership (the 'Partnership')-I am the appropriate
official of the Partnership to submit this Affidavit and do submit this Affidavit on behalf of the Partnership. The Partnership, by assignment from the Town of Addison, Texas, is the
owner and construction manager under certain construction contract documents entitled 'Town of Addison, Construction Specifications and Contract Documents, Addison Circle Phase I' dated
December, -15851 DALLAS PARKWAY SUITE 855 DALLAS, TEXAS 75248 214 387-1492 FAX 214 770-5192 
1995 (the 'Construction Contract') for that project generally referred to as Addison Circle Phase I (the 'Project'). The contractor for the project is Battson Contracting ('Contractor').
Attached hereto is an invoice or pay estimate for work performed on the P{J[ect by the Contractor for the time period set forth on the invoice/pay estimate. I hereby certifY that the
work reflected on the said invoice/pay estimate is true and correct to the best of my information and belief, that such work by the Contractor has been measured and verified in accordance
with the Construction Contract, and that all Construction Contract preconditions to payment of the invoice/pay estimate have been met. Attached hereto are copies of all material testing
results in connection with this invoice/pay estimate." SWORN TO AND SUBSCRIBED BEFORE ME on the ---j.\'YI.L..\-1-.Ch.&aA""-<;...<.b~,---' 1997. IT~ Please let us know if you have any
questions. u:~ James F. DuffY Senior Vice President -Construction JFD/kar Attachments 
--·J· STATilOP'l'IDU\5 COUNTY Or DALLAS SECTIONMB MAINTENANCE BON 0 Bond No. BCN1044984 Tbat Batts on Contracting aB pr'iru:ipal and Bituminous Casualty Corporation ------• 11. Wlpurdlwn
organized Ulllkr !he laws o!lll i noi s !llld ---~----------M 3w.:li"", "'id 8UrcLk;~ bciug autllorizt:d to do bus~!>;,& i• the ,',~ of Texas, do h<:rcby e•p~t....!y ~cknowledgc \lurnlotlve>
10 b<: beld and bound ro JlllY ulllil the ToW11 uf A<!dl'!OI\, Texas, a nnly iroc<>rp<>ro!L'd b.<>IM rule n>unicipol C<>'J"lr~liuu undrr the law• of Ill<! Stlllt: .,c Tel<<~!~, lhe swn
of -one Hundred Nine Thousand Seven Hundred Forty and no/100 "-----·~---~--~·<!: 109,740.00 )for l4o JliYllltlll or whicb Slllll will and ITUly lore Jnatk; unto ooid 'l'own of Addi""''
ond its ~<mi. s•iol principal and 5W101leo dc;J l~atby bilkillll'!ndvcs, their assiuns ;wd SUcct:AAI'ln<, jointly.lllld scver;illy. 'Jhli ubli$ffiion i• •<:Jndii!OOi:d, however, llult
whercu said Battson Contracting has lbl~ dHy entered IIllO ll written rourrat:l with the said Tr'Nin "f Addl•on lu bulld and ll<mlllnlc< tho Addison Circle, Phase I, Electrical Vault
---------------------------
_, whi<:h C:OOII;l<;t iUld the Plllrus and Specitkiltioll8 !hereiB mentionod :ldo)'lltd by lhe Town of Addisun, are llctcby cxp~ly lllllde a pan ~cw! ~s lhr.:ugh llu: same IIICrc written
aad en•bodk:d herein. WHEREAS, uuder r~ Plam, Specif~~;~tion• JJJtd Colltl¥t h i• providal Uu!l the Cotd<a<IOI" will ma.lrualn all¢ k.ccp m good ~r the worl: hcr..in conu·a.::tcJ lobe
dQIJI: and puf())'JDed for • period <1f JWQ f2) )'l:aJ'!l from WC dRt" of •cceptauce, and to d<J Nl OC<GSMI)' ~kfi.Jling tba[ l!llly ll!l"' 011 :WCOU11f uf •un~ conr.litiOIIS in dllllh<:s,
or cthc:rw.isc, and to do and perfot111 ~II necessltry wort 11111 '"""ir any ddet:rlv~ wnuilil>n growi~ OUL of or arislflg (rum tllC im~r jolnlog of !h.! sUJt:, nr on ilttount of ~y
breaking of U>c Kame l!:IYI!ed by tho:: ""i~ C'-llntr•cklr in layin$; ur building lbt< banJ<;;. ur 011 accouut ot allY defect urisirlg in "">' of .aid pan .,r o•id work loki or ro'""""lcll
by the said COOinlclllr. nr on ac.cCIOOI. <lr improp<:r eA~:~~v•tion or b~l:t"J!Iing; it bewg umkr•tood tbat !W purp~ uf this <etlilln i>l to cover aU derective CCnldition~ a~isin~ bv
n:aoon ~f d<fwivo marcrl>ls, work or labor pc-rf<il.mc-.:1 by Lhc said Q>nlrac!Qr; iUid in ca<e tla: said Coooacror shoJJ fail to do, it b agm:..J lhat the 'rown !JUlY do said wl)rk
atd •upply !Uch matcruw. 1111<1 clw'~• !IJ" ·~•oc ~$<Lim! the said ComtaClor and snrc'l~• on this obligatiC>J~ .00 the s.;d CQIIIIIIClOr and ~lnttiC-'i hereon sb..U bt subject lo !he
liqllidatc<l dauwg<:> m~:nuout;d in sw comract for each day•,; f>ilur" on ;" f'lr1. II> c'tlmply w!th lhe terms of the a.aid proyJslun• of '<3id conrmct; NOW TIIEREl'UR.E, if till" said
CollltaCtor ~haU keep and JlLTform irs said agreement to UlllioiJ!in .,;d wmk ~lid keep the >atrlr. in repair fot the .... id 'llaintt•""lel' period vi' 1w11 !'2) Ytj!Jll, ~ pruvi<loo,
l11cn rhe&e ptc-sc!IIS wll he null ruw void ~n<J havu no liu~ cfh:ot; burl( dcfJult •hall be made by !he ,..;<J Collln<UJr in ll1C p.:l'liJI1JIIliiC£ Qf 11;. COIIIHICI IO W mairu:lin
allll to-pair said work, lllen UlC;<e prescm~ ~full h•v~ fulll'arci: and cfl~.t. aDd said To Jl¥n <of Addiwu sluill hn.., IUid =<w<r ll'QJU 1!0~ C1.111lracmr and ill! S!UtliL.'li damage.•
in the !!remises. 1:1 provided, and it. i• further und!!rsrood and agreed thaL this obliptian shnU be a wllliuuing unc agll.lo;t tlv; princq>al and 1unrtie• bctcon and tbal >w:ccJL<ivc
recQv;rlc& may be had b4con for •n=i\·c br~~hes until lhr. fidllll!loUill ~lollli have been c~huulrted; and tr I$ fi.lrdH:r understood that the oblig:~doll llcrcin to maintain said wmi
<hall oontinue throogholll said nuinte.,.n;, pc<iod, 1111d tile .. LU" •boll <11.11 be cbanged, di!Wlllsbed, or iD any l!lallllm' affctiUI fn.>r11 •ny tiW>c durlna: l'"id time. 
IN Wl'nffiSS WHEREOF. the :lllid ..all!Jmi no us Casualty Corporat·j,\ij c!Wild lb..., pr~ to he cx..,.u!Pd by Attorney-In-Fact and tlut said Attorney-In-Fact hand thl, l!Jc ..§!tlday
of....,..:M.:.::a~r::ch::__, I9~. PR[NCIPAL s;tnmjnous Casualty Corporation Battson Contracting Dy: A' IT&T By: Surety O'''ltll\IIIIIHI \ll"llo.'AI lUll luu llcn:untQ ~ hh; TOTAL P.04

IMPORTANT NOTICE -TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at
1-800-252-3439 You may write the Texas Department oflnsurance: P.O. Box 149104 Austin, Texas 78714-9104 FAX No. (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning
your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY
This notice is for information only and does not become a part or condition of the attached document. 
.CONSENT OF SURETY COMPANY TO FINAL PAYMENT AlA DOCUMENT G707 OWNER ARCHITECT CONTRACTOR SURETY OTHER PROJECT: (name, address) Addison Circle, Phase I, Electrical Vault TO (Owner) 0
0 0 0 [ ARCHITECT'S PROJECT NO: Town of Addison ] CONTRACT FOR: Addis~n Circle, Phase I, Electncal Vault 5350 Belt Line Rd., P.O. Box 144, Addison, TX 75001 [ CONTRACTOR: Battson Contracting
] BOND NO: BCN19449B4 CONTRACT DATE: 12111196 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address
of Surety Company) Bituminous Casualty Corporation P.O. Box 167968, Irving, TX 75016-7968 , SURETY COMPANY, on bond of (here insert name and address or Contractor) Battson Contracting
P.O. Box 747, Lancaster, TX 75146 , CONTRACTOR, hereby approves of the fmal payment to the Contractors, and agrees that final payment to the Contractor shall not relieve the Surety Company
of any of its obligations to (here insert name and address or Owner) Town of Addison 5350 5350 Belt Line Rd., P.O. Box 144, Addison, TX 75001 ,OWNER, as set forth in the said Surety
Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 6th day of March 1997 Bituminous Casualty Corporation Surety Company Attes~~C:~ s;~~~ (Seal): -Cindy
Fowler Attorney-In-Fact Title NOTE: This form is to be used as a companion document to AIA DOCUMENT 0706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. Current Edition AlA DOCUMENT
G707 • CONSENT OF SURETY COMPANY TO FINAL PAYMENT o APRIL 1970 EDITION • AlA® © 1970 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 New York Ave., NW, WASHINGTON, D.C. 20006 ONE PAGE 
BATTSON CONTRACTING PROJECT: Addison Circle -Phase 1 Electrical Vault OWNER: Town of Addison-Bid No. 97-04 PAYABLE TO: Battson Contmctiog P.O. Box 747 Lancaster, Texas 75146 ITEM I ITEM
DESCRIPTION NO. SCHEDULE! 101 !ELECTRICAL VAULT SCHEDULE I SUBTOTAL TOTAL WORK DONE RETAINED (0% Final) AMOUNT PAYABLE PREVIOUS PAYMENTS I UNIT ILS AMOUNT PAYABLE THIS STATEMENT APPOVED:
ESTIMATE NO: 3 (Final) ;~ CONTRACT AMOUNT: $109,740.00 . I CONTRACT I QUANTITY I UNIT PRICE I TOTAL QUANTITY TO DATE I 1.01 DATE DATE DATE DATE 1.01 $109,740.00 I $109,740.00 I $109,740.00
$109,740.00 $0.00 $109,740.00 $98,766.00 s1o,914.oo I PPf"'PHT:PD rMAR 061997 
STATE OF TEXAS SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID COUNTY OF DALLAS Personally, before me U1e undersigned autl10rity, on tl1is day appeared ::Ji..,.,., b. O..tlso., who,
being • duly sworn, on oatl1, says that he is a legal representative of d-..:ftson. C.,..,.-tr"'c...+ t'~~ (full name of Cont~actor as in c ntract) and Umt the contract for U1e construction
of the project, designated as '11-o£/(Project No.) Add,·so.-t CJrc./c...-Ph-s .. + £1c.dn'u./14~/t has been satisfactorily completed and Umt all bills for materials, apparatus, fixtures,
machinery and labor used in cmmection witll U1e construction of tl1is project have, to the best of my knowledge and belief, been fully paid. G:IJ>ROJ\0118221J\FINAL\DP JAMES L. STANFORD
Notal'/Public, State of Texas My Commission Expires AUGUST 30, 1998 ~~l~~/L--' gnatur~ . 
02-18-1997 10:00 2146209723 FUGRO McCLELLAND CSW>,INC, FUGRO-McCLELLAND (SOUTHWESn, INC. t>O"d 28110 V1tg0 Lano; D&l!U, T-7!12H Ph (f71) ·~1; , .. (172) 1120-7321 '· COMPRESSIVE STRENGTH
OF CONCRETE REPORT CUENT: Billion Conlrlc:llng REPORT DATE: January as. 1tt7 PROJECT NO: 0711-2001 PROJ!CT: 1\IICIIaOn Circle Ont, Addllan, Tuas CONTRACTOil: TICKITNO.: AMaiiNT TIMI".
1"1'): CONCltiTa TRMJI,("f): TIMI! llATCHID: TIME IAMPLED: W&ATMIR CONDITION: LOCATION Of' PLACI!MIHT: (do~) REMAIIKI: TeChniCian: Todd Neely SMHIIlr Commtn:111 Forrnworl!. n/a CONCillTI
•UPPUIIl: Lattimore Mltt!Wia 70 PLAHTITRUCK: 7/410 14 MIX ID NUMIIIl! 27 2:25 pm AIR I~) IUTII CG1) ~.0 3:30pm WATEII. ADDiil) (gal): 1!1 Partly cloudy SLUMP (lnd!u) !UTili c-1~ 4 Eltc:l~cal
vauK noor, 5 feat north, 10 ft.t-Df IOUIIIINI comtr. 1101111"" comer Df Building A TE8TED (pounclo) ITR!NOTK fpel) FUGRO-McCLELLAND (IOUTHWUn. INC. CM~et.<~'=.=zs====~------------Dlllribullon:
Ballson ContrKilng-Ron Huddleston >;;OLI OZt> ZL6 
02-18-1997 10:01 2146209723 FUORO McCLELLAND (~~).INC. P.03/03 FUGRO•McCLELLAND (SOUTHWEST), INC. EO"d COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: B•llaan Contracting REPORT DATE:
f"•bnJ~ty 7, 1H7 PROJECT NO: 0781·2001 PROJECT: Addloan Cln:le One, Addloan, Teua COI\ITRACTOft: Commercial FnomiiWDrk TICKET NO.: 7030481 CONCRETE IUPPUER: Lattimore AMIIJ!.NT TI!MP.
("P): 70 PLANT/TRUCK: 71112 CONCIIITI TIMP. (•P): 85 MIX ID NUM81ft: Z7 TIMIIATCHED: 2:00 pm Alll (~) jlolllll c-G1) nil TIMIIAMPLID: 3:00pm WATER ADDED (gal): 0 WIATHIII.R CONDmON:
Clalf SLUMP (lnclln)!MTIUMU) Uf4 LOCATION OP PLACEMENT: T.U. Electric, eleelrlc.l vault wall, cenl1!1lne eutwaH,II felllbOYI noor (pal) ,,.., lltEMAftKJ: FUGRO•McCLEUAND (SOUTHWEST},
INC. IUH/br DlllrlbUUon: 8lnlon ConltaCIIRII • Ron Huddlellon SOLI Oc17 cL6 
03-03-1997 18:13 2146209723 FUGRO McCLELLAND (SW), INC. P.02/02 FUGRO·McCLELLAND (SOUTHWEST), INC. 2180 VIrgo Lane: Oollu, ,_,.., 75229 Ph (172) 414·8301: Fox (972) 821).7:121 COMPRESSIVE
STRENGTH OF CONCRETE REPC;~T CLIENT: Battaon Contrectlng REPORT DATE: Pebruary 20, 1887 PROJECT NO: 0751·2001 PROJECT: Addlaon Circle One. Addison, TexiS CONTRACTOR: TICKET NO.: AMBIENT
TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: 11ME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: REMARKS: Taohnlclan: Ted Nicholas SMH/br concrete Forrnworlls 1076631 CONCRETE
SUPPLIER: Lattimore 58 PLANTfTRUCK: 1 68 MIX ID NUMBER: 8:48 am AIR (%) (AITM C-1111 10:30 am WATER ADDED (gal): 0 Cloudy SLUMP (lnc:hn) IAITM C-1~) 4.5 TU alect~c vaun roof deck FUGRO·McCLELLAND
(SOUTHWEST), INC. checked ey: ___ s ....... · 1b'-". _.....)\-___ _ Distribution: Battson Contracting • Ron Huddleston 
~R-04-97 TUE oa:IO AH HDD-LYNN SHORTNACY' FAX NO. 817 215 8093 P. 01/01 l!O'd IO"d ~14 LLI bl!fl P.B1 .BAIISON Bml747 l..ane.utw, TX 75146 (214) 227.fl888 Ll'f'I'OlAC• tCIAl'fCJ !I.E:
llddiiOII Cirdc-Plwe J E.tric;al V.ult TDMI.of~·BidNo. 97.()4 To Whom ll May Concern: ·. '"'-? ""-:] . · ~-COIIIr:CI.ios. hu ~ w· lllow rtil> .cd prqa.t ia»odiua ro ~JOn! ltd to OW'
;:hifactlan. W'n.\ .-t.ra.-r...w.-. io ..a.r.at ~ rror.ct ~ ro ~ ~ lllis lMI.-lilol1 -u our ilalioe ai final · IICCel!'lnCCofdle ~-. ~~~~~~4~~l~~ c ·_ ~-~. ~ SL, ·c,J6t~Jrre...Cct.tEJ
Title . .::_\f\MP.:> L . 'S t-1 o t'. 111)/j cy T ,ll. 'Jr'i1r' compay · :_ Oi!=: ' . ·. TOTAL P.ll1 'SOLI Oat. aLl!> SOLI O<:v <:L6 
~ECEIVEOMAR 0 5 1997 FUGRO-McCLELLAND (SOUTHWESn, INC. 2660 VIrgo Lane; Dallas. Texas 75229 Pn(972)484-8301;Fax(972)82Q-7328 COMPRESSIVE STRENGTH OF CONCRETE REPQR.T ~ CLIENT: Battson Contracting
REPORT DATE: February 26, 1997 PROJECT NO: 0761-2001 PROJECT: Addison Circle One, Addison, Texas CONTRACTOR: Commercial Framewor1< TICKET NO.: 7030463 CONCRETE SUPPLIER: Lattimore AMBIENT
TEMP. ("F): 76 PLANT/TRUCK: 7 /612 CONCRETE TEMP. ("F): 65 MIX ID NUMBER: 27 TIME BATCHED: 2:00 pm AIR (%) (ASTM C-231) n/a TIME SAMPLED: 3:00pm WATER ADDED (gal): 0 WEATHER CONDITION:
Clear SLUMP (inches) {ASTM C-143) 3 3/4 LOCATION OF PLACEMENT: T.U. Electric, electrical vault wall, centerline east wall, 6 feet above floor ; :: ?:~':.~:;::}l·~·!l.~:;~!~~~;~~f~}~-*ra~~tdEJ}~~~!rf~
~~~~~K~~;sr·GTc~TE~[~;r~:i.][~~]j·~·!;i~i~]i~'llr .. CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED {pounds) STRENGTH STRENGTH (psi) (psi) ACA 883
7 2!7/97 133000 4705 4000/26 da}'s ACA 884 28 2128/97 165000 5837 ACA 885 28 2128/97 163000 5766 ACA 686 Hold Specifications: Making & Curl_ng: ASTM C-31 TesHnq Melhods: ASTM C-143.
ASTM C-39 REMARKS: -Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. checked sy: _____ S-"'"'~.,......\}.;.__ ___ _ SMH!rm Distribution: Battson Contracting -Ron Huddleston<"""

PUBLIC WORKS DEPARTMENT MEMORANDUM Date: March 19, 1997 To: Ron Whitehead City Manager From: John Baumgartner, -6} Director of Public Wt! (972) 450-2871 16801 Westgrove Re: Final Payment
-Addison Circle One Ltd./Battson Contracting, Phase I Electrical Vault, Bosque Park Battson Contracting has completed the referenced project in accordance with the Town of Addison's
plans and specifications. The contract amount for this project is $109,740. Staff has received the consent of surety to fmal payment, the contractors affidavit of release of liens, and
a one year maintenance bond. Staff recommends the Council accept this project and authorize final payment of $10,974 to Addison Circle One, Ltd./Battson Contracting. We would like this
item placed on the agenda for the March 25, 1997 Council meeting. 
DATE _J_I_,j_L_j_1_ Vendor No. Vendor Name Address Address Address Zip Code TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO CLAIM#----CHECK AMOUNT $ (;,~ /CJ7, c){) ,Addison Civ-r leJ One,
L±d. 7SJ48 TOTAL v/) . , ..]..... EXPLANATION '11 r: buD 4-X tn en_; FINANCE ORIGINAL TO ACCOUNTING/YELLOW FOR DEPARTMENT FILE 
February 27, 1997 Mr. John Baumgartner Director of Public Works Town of Addison 16801 Westgrove P.O. Box 144 Addison, Texas 75001 Dear John: REALTY TRrST Please accept this letter as
our invoice in the amount of $64,197.90 for work done by Battson Contracting for the period ending February 18, 1997. Three copies of their pay application are attached. Please return
two executed copies to us for distribution. STATE OF TEXAS AFFIDAVIT COUNTY OF DALLAS BEFORE ME, the undersigned authority, personally appeared James F. Duffy, who, being by me duly
sworn, deposed as follows: "My name is James F. Duffy. I am of sound mind, capable of making this Affidavit, and personally acquainted with the facts herein stated. I am a duly authorized
representative of Addison Circle One, Ltd., a Texas limited partnership (the 'Partnership'). I am the appropriate official of the Partnership to submit this Affidavit and do submit this
Affidavit on behalf of the Partnership. The Partnership, by assignment from the Town of Addison, Texas, is the owner and construction manager under certain construction contract documents
entitled 'Town of Addison, Construction Specifications and Contract Documents, Addison Circle Phase I' dated December, -15851 DALLAS PARKWAY SUITE 855 DALLAS, TEXAS 75248 214 387-1492
FAX 214 770-5192 
1995 (the 'Construction Contract') for that project generally referred to as Addison Circle Phase I (the 'Project'). The contractor for the project is Battson Contracting ('Contractor').
Attached hereto is an invoice or pay estimate for work performed on the Project by the Contractor for the time period set forth on the invoice/pay estimate. I hereby certify that the
work reflected on the said invoice/pay estimate is true and correct to the best of my information and belief, that such work by the Contractor has been measured and verified in accordance
with the Construction Contract, and that all Construction Contract preconditions to payment of the invoice/pay estimate have been met. Attached hereto are copies of all material testing
results in connection with this invoice/pay estimate." ~~-Jame~ 7ant AND SUBSCRIBED BEFORE ME on the Jl"t> day of , 1997. Please let us know if you have any questions. ~4 James F. Duffy
...... Senior Vice President -Construction JFD/kar Attachments 
FEB 181997 BATTSON CONTRACTING PROJECT: Addison Circle -Phase I Electrical Vault OWNER: Town of Addison -Bid No. 97-04 PAYABLE TO: Battson Contracting P.O.Box747 Lancaster, Texas 75146
ITEM I ITEM DESCRIPTION NO. SCHEDULE I 101 !ELECTRICAL VAULT SCHEDULE I SUBTOTAL TOTAL WORK DONE RETAINED (10%) AMOUNT PAYABLE PREVIOUS PAYMENTS I UNIT ILS AMOUNT PAYABLE TillS STATEMENT
APPOVED: ~~ BA:NC0NTRACTING ESTIMATE NO: 2 CONTRACT AMOUNT: $109,740.00 I CONTRACT I QUANTITY I UNIT PRICE I TOTAL QUANTITY TODATE I 1.01 1.01 $109,740.00 I $109,740.00 2-!7-97 DATE
DATE DATE 3-5 -f7 DATE I $109,740.00 $109,740.00 $10,974.00 $98,766.00 $34,568.10 $64,197.90 I 
DATE _Li.3.l_i.E.1_ Vendor No. Vendor Name Address Address Address Zip Code TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO CLAIM# ___ _ CHECK AMOUNT $ J4; 508, /Q , I Do t ta.s I TOTAL FINANCE
ORIGINAL TO ACCOUNTING/YELLOW FOR DEPARTMENT FILE 
January 27, 1997 Mr. John Baumgartner Director of Public Works Town of Addison 16801 Westgrove P.O. Box 144 Addison, Texas 7 5 00 1 Dear John: --~------~--~-~··~~-·-~--!_ c o L u :_v_(
:e~ u s It E A L T Y T R r S T Please accept this letter as our invoice in the amount of $34,568.10 for work done by Battson Contracting for the period ending January 20, 1997. Three
copies of their pay application are attached. Please return two executed copies to us for distribution. STATE OF TEXAS AFFIDAVIT COUNTY OF DALLAS BEFORE ME, the undersigned authority,
personally appeared James F. Duffy, who, being by me duly sworn, deposed as follows: "My name is James F. Duffy. I am of sound mind, capable of making this Affidavit, and personally
acquainted with the facts herein stated. I am a duly authorized representative of Addison Circle One, Ltd., a Texas limited partnership (the 'Partnership'). I am the appropriate official
of the Partnership to submit this Affidavit and do submit this Affidavit on behalf of the Partnership. The Partnership, by assignment from the Town of Addison, Texas, is the owner and
construction manager under certain construction contract documents entitled 'Town of Addison, Construction Specifications and Contract Documents, Addison Circle Phase I' dated December,
-15851 DALLAS PARKWAY SUITE 855 DALLAS, TEXAS 75248 214 387-1492 FAX 214 770-5192 
1995 (the 'Construction Contract') for that project generally referred to as Addison Circle Phase I (the 'Project'). The contractor for the project is Battson Contracting ('Contractor').
Attached hereto is an invoice or pay estimate for work performed on the Project by the Contractor for the time period set forth on the invoice/pay estimate. I hereby certify that the
work reflected on the said invoice/pay estimate is true and correct to the best of my information and belief, that such work by the Contractor has been measured and verified in accordance
with the Construction Contract, and that all Construction Contract preconditions to payment of the invoice/pay estimate have been met. Attached hereto are cop1es of all material testing
results m connection with this invoice/pay estimate." D SWORN TO AND SUBSCRIBED BEFORE ME on the dl~ day of -)"'1""0"""'"""""""""'--t'"''-'' 1997. Please let us know if you have any
questions. ~ James F. Duffy Senior Vice President-Construction JFD/kar Attachments KM!eRI.V A. RIED ~Publlc ITAIE OF lc:AAS Mt Cotnrrltolcn &!*es DECeMBeR 18. 1W7 
BATTSON CONTRACTING PROJECT: Addison Circle -Phase I Electrical Vault OWNER: Town of Addison-Bid No. 97-{)4 PAYABLE TO: Battson Contracting P.O.Box747 Lancaster, Texas 75146 ITEM I ITEM
DESCRIPTION NO. SCHEDULE I 101 !ELECTRICAL VAULT SCHEDULE I SUBTOTAL TOTAL WORK DONE RETAINED (10%) AMOUNT PAYABLE PREVIOUS PAYMENTS I UNIT ILS AMOUNT PAYABLE THIS STATEMENT APPOVED:
~AZ£4; X X ESTIMATE NO: 1 CONTRACT AMOUNT: $109,740.00 I CONTRACT I QUANTITY' UNIT PRICE I TOTAL QUANTITY TODATE I 1.01 0.351 $109,74o.oo 1 $38,409.oo I $38,409.00 $38,409.00 $3,840.90
$34,568.10 $0.00 I $34,568.1o I J~ 2 1-17 DATE DATE DATE ;-31-V DATE 
SENT BY:XEROX 7033 :12-3-96 :!2:39PM HUITT-ZOLLARS. INC.~ HUllT -lOLIAAS Huitt-.Zollats. lne./3131 McKJnnly A¥erTUe/Suile600/L8 105/Dalla&. TtU&S 75204-24119{21~1t·3311/FAX 214/871.0757
December 3, 1996 Mr. Clyde Johnson !'=basing Mllllager Town of Addison Finance Building 5350 Belt Line Road Addison. TX 7SOOI RE: Bids Received for Addison Circle Phase I Elcctrieal
Vault Huin-Zoo.,. Project No. 01-1822-13 Deor Mr. Johnson: 9316643:# 2/3 Huin-ZoUars bas tabulated and reviewed the follr bids received on December 2. 1996 at4:00 p.m. for the Addison
Circle Phase I Electrical Vault projccl Witb this Jetter we ""' retumiog 10 yuu the on!;inal bids and the bid labulatiun. The low base bid w .. m:cived from Balloon Cnnlnlcting for $1011,740.00.
1lx; low bidde< ha:o done qwility work around the OFW Mettoplcx and would be acceptable for this project. Huin-ZoUars, therefore, recommends that lhe Town of Addison award tbe conUDCt
for the construction of Addison Circle Phase I Electrical Vault m the low bidder, Battson Conlnlcting. p(...,.., give me n call if you &hnuld have any questions. Sincerely, HUITT-ZOllARS.
INC. Ci2J~/)4~ ~~E. Meyers. P.ll. DEMfpsp cc: John Baumgartner, P.E. -Town of Addison. Director of Public Works I G:IJ'ROJ\0 1182213~j i:Z0.1.L. TR O&lle,s. J Fort Wortt'l /l-4ou&!.On
I El Paso (Phoenix./Tusti"t I OnlariO I San Clarnllfda 
SENT BY: Mr. John Baumgartner, P.E. N<•vember 11. 1 996 Page 2 11-11-96 9:55AM HUITT-ZOLLARS, INC.~ 9316643:# 2/2 Many of the above items must also be addressed by Columbus Realty Trust,
therefore Mr. Bryant Nail is being copied on lhese items. l will be happy to get together and discuss the above items and any other issues you n'k'l.Y have at your conv(.."Jlicncc. Thank
you for your ussist:ancc in this matter. Sincerely, Ci ?.~~&! £ /lib-ye;_s ~:~ Meyers, PE. cc: Bryant Nail-Columbus Realty Trust 
Hll!TT-ZOLIARS RE&'D DEC 2 3 1996 Huitt-Zollars. Inc. /3131 McKinney Avenue I Suite 600 I LB 105/Dallas. Texas 75204-2489/214/871-3311 I FAX 214/871-0757 December 19, 1996 Mr. R.L. Huddleston
Battson Contracting P.O. Box 747 640 E. Main Lancaster, TX 75146 RE: Addison Circle Phase I Electrical V au!t HZI Project No. 01-1822-13 Dear Mr. Huddleston: Huitt-Zollars has staked
the vault corners at the southwest corner uf Bosque Park. Columbus Realty Trust will be moving their temporary fencing to the approximate location shown on the following sketch. All
trees between the vault and the new temporary fence location except the large Hackberry tree can be removed, but only if absolutely necessary. The large Hackberry must be preserved during
construction which will require some vertical shoring. The south and west sides of the vault excavation must also be shored vertically due to the location of the vault relative to Building
"A" and Witt Mews. The use of vertical shoring should not be a hindrance to your operations due to the presence of gray limestone. It is vital that the root system of the Hackberry tree
be disturbed on one side only in order to maximize its chance at full recovery. It is not acceptable to excavate around three sides of the tree and in effect leaving the tree on an island.
The geotechnical report calls for a backfill material of a clean, relatively well graded granular material consisting of sand or a sand and gravel mixture to be placed on a 1: 1 slope
from the base of below grade walls. Physical space limitations preclude construction of a I: 1 slope at this location. We have consulted with the geotechnical engineer and since we have
designed the vault walls to withstand the hydrostatic pressures, it is our opinion that the backfill material can be limited to a distance of 5' wide around the perimeter of the vault.
A suitable filter fabric should be used to separate clay soils from the backfill material as described in the geotechnical report, however, a PVC drainage system will not be required.
In addition, please find the enclosed specifications for waterproofing of the vault. The exterior of the vault shall be waterproofed per TxDOT Item 458, Type 3 Waterproofing for Structures.
The waterstops noted on the structural plans shall be "Swellstop" meeting the test standards noted on the following specification sheets. G:\PROJ\01!82213\RLHl220.LTR Dallas 1 Fort Worth
I Hous:on I El Paso I Phoenix I Tustin I Ontario I San Clemente 
Mr. R.L. Huddleston ADDISON CIRCLE PH I ELECTRICAL VAULT December 20, 1996 Page 2 Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. ~J£.;J1~~ David E. Meyers, P.E.
DEM/psp Enclosures cc: Mark Brandenburg -Columbus Realty Trust . Bryant Nail -Columbus Realty Trust Paul Shaw -Newman Jackson Bierberstein Larry Bell -T.U. Electric Slade Strickland
-Town of Addison G:\PROJ\011822 13\RLH 1220.L TR 
~ ALONG · iiOE OF STUBBED ENTRY SHALL ~TE :LD. 627.51 00 00 NG 626.50 TP 627.36 REMOVE 3 EX. TREES ( 0 '~--;-\~-/NG 627 c _.J ,_ ( .) ( I 1 .~· .>----·. \ I 0 ) ( NOTE: · .. 0. 
454.5 to. 458.2. 454.5. Measurement. Sealed expansion joiniB will be measured by the linear foot of lhe size (minimum total movement capacity) shown on lhe plans. Measurement will be
alons the centerline of lhe joint at lhe surface of lhe roadway and the parapet, if required. 454.6. Payment. The work performed and materials furnished In accordance wilh Ibis Item
and measured as provided under ·"Measurement" will be paid for at the unit price bid for "Sealed Expansion JoiniB" ·of lhe size opecified. This price will be full compensation for furnishing
and installing lhe joiniB including armor angles, when required, and for all materials, tools, equipment, labor and all incidentals necessary to complete lhe work. Armor angles required
by the plano are conoidered part of lhe sealed exp8D8ion joint for payment. ITEM 458 WATERPROOFING FOR STRUCTURES ~~I 458.1. Description. This Item shall govern for the fumiohing and
placing of waterproofing on concrete and steel bridge decks of railroad structures and on other structures as shown on the plans and in accordance wilh this Item. 458.2, TypfS. The type
of waterproofing will be shown on the . plans or in the contract proposal and shall be one of lhe following: · (1) Type I. Type I waterproofing shall consist of a butyl rubber membrane
applied to a surface with a proper adhesive, wilhout protective planking, and in accordance with the detail• shown on lhe pi8DB. Unless otherwise specified, the thickness shall be 1116
inch.·· (2) Type 2. Type 2 waterproofing shall consist of one (I) asphaltic primer coat and one (I) mopping of asphalt .. ;:f;-(3) Type 3. Type 3 waterproofing shall consist of one(!)
asphaltic primer coat and two (2) mappings of asphalt. When shown on lhe pi8DB, waterproofing at construction joiniB of foundation structures shall be supplemented by two (2) layers
of treated cotton fabric with a third mopping of asphalt placed over lhe outer layer of fabric. 860 458.3 (4) Type 4. Type 4 waterproofing shall consist of a self-adhering polyethylene
wilh a rubberized asphalt mastic material. (5) Type 5. Type S waterproofing shall consist of a single component, coal tar modified, urethane coating. (6) Type 6. Type 6 waterproofing
shall consist of a self-adhering, built-up membrane of rubberized asphalt formed on a preformed board, with cold applied asphaltic primer. (7) Type 10. When Type 10 waterproofing is
shown on the plans, the Contractor may furnish either Type I, Type 4, Type S or Type 6. (8) Type RR-1. Type RR-1 waterproofing shall consist of a butyl rubber membrane with a protective
course of asphalt plank or asphalt mat of the specified thickness. (9) Type RR-2. Type RR-2 waterproofing shall consist of a selfadhering membrane of rubberized asphalt formed on plastic
film, with cold applied asphaltic primer, and protected with two (2) layers of 3/S inch thick asphaltic panels. (10) Type RR-3. Type RR-3 waterproofing shall consist of a self· adhering
built-up membrane of rubberized asphalt formed on a preformed board, wilh cold applied ssphaltic primer. (11) Type RR-10. When Type RR-10 waterproofing is shown on the plans, the Contractor
may furnish either Type RR·I, Type RR-2 or Type RR-3. 458.3. Materials. The waterproofing materials listed below shall conform to Departmental Material Specification D-9-6300. (I) Butyl
rubber membrane (2) Asphalt for mopping above ground (3) Asphalt for mopping below ground (4) Asphaltic primer (S) Treated cotton fabric (6) Self-adhering polyethylene (7) Coal tar modified
urethane (8) Rubberized asphalt with preformed board membrane 861 
458.4 (9) Asphalt plank (10) Asphalt mot (II) Rubberized asphalt with plastic film (12) Asphaltic panels · (13) Plastic cement (14) Cold asphalt b&se emulsion Materials for waterproofing
shall not he used .until approved by the Engineer. Materials requiring sampling and testing shall he delivered to the work site a minimum of three (3) weeks prior ·to use to allow for
sampling and testing. Materials for waterproofing may he tested and approved prior to delivery to the work site, when authorized by the Enaineer. )/: 458.4. Construction Methods. (I)
General. Waterproofing material shall he stored in a manner to prevent damage. The material shall he kept dry at all times and shall he stored in a warm area prior to use in cold weather
and out of direct sunlight in hot weather. Asphalt planks, asphalt mots and asphaltic panels shall he stored so as to prevent warping and breaking. ., Concrete decks and other unformed
concrete surfaces to he waterproofed shall have a wood float finish. All concrete surfaces to he he waterproofed shall cure for not less than seven (7) days before waterproofing application.
Steel or concrete deck surfaces to he waterproofed shall he clean, dry, smooth and free of fins, sharp edges, and loose material. Grinders shall be used, if necessary, ·to remove protrusions
!hat would. puncture waterproofing membrane. The surfaces shall be free of such contaminants as form release agents, wax base curing compounds, oil and grease; if these contaminants
are present, they shall he removed by abrasive blast cleaning. · There shall be no depressions or pockets in bori:rontal surfaces of finished waterproofing. Unless otherwise required,
expansion joints and other grooves shall he filled with plastic cement conforming to these specifications. Joints shall ·;• 862 458.4 he dry and clean when filled. They shall be overfilled
slightly to allow for shrinkage in drying. The area to be waterproofed shall be thoroughly swept, vacuumed or air blown to remove all dust, dirt and loose foreign material. After the
the deck is clean, it shall be maintained in a clean condition until completion of waterproofing. After the deck waterproofing work has started, no vehicular or equipment traffic shall
be allowed on the bridge until after the work is complete and an adequate ballaot cushion has been placed on the deck. The waterproofing shall be protected against damage from any source.
When asphalt waterproofing is shown on the plans as a protection for back of abutments, retaining walls or footings, asphalt for mopping below ground shall he used unless otherwise specified.
Asphalt waterproofing on bridge decks shall he asphalt for mopping above ground. (2) Type 1. Type I waterproofing shall not be applied in wet weather, or when the ambient temperature
is below SO F. The· rubber membrane shall be free from punctures, pockets or. folds. The membrane shall be turned into drainage holes and castings without break. Special care shall be
taken to make the waterproofing effective along the sides and ends of members to be waterproofed. Expansion joints and other grooves shall be filled with plastic cement conforming to
these specifications. Joints and grooves shall be dried and cleaned immediately before filling and shall be overfilled slightly to allow for shrinkage in drying. The butyl membrane shall
be installed by first applying the adhesive as recommended by the butyl rubber membrane manufacturer to the surface to be waterproofed and at necessary splices in a solid area extending
from the edges back about 36 inches. Apply the butyl rubber membrane. Press the membrane firmly and uniformly in place against the previously applied adhesive. Avoid wrinkles and buckles.
All splices, laps and flashing shall be mode in accordance with the butyl rubber manufacturer's recommended procedures. 863 
458.4 (3) Type l. When Type 2 waterproofing is apecified, the asphalt primer shall be in place at leut 24 boun and shall be dry prior to the a&phalt mopping. The primer shall be well
worked in to give a uniform coating. · To provide uniform coating, the asphalt fot mopping &ball be heated in kettle& equipped with armored thermometer&, but shall not be heated above
350 F. Wbile being heated the asphalt shall be stirred frequently. The mop coating shall require not less than four (4) gallona per 100 square feet of surface. If Imperfections appear
in the coating additional coatinas shall be applied llnlillhe Imperfections are corrected. ·• ·• • ' I ' · . I,·,, _;f-(4) Type 3. When Type 3 waterproofing Is apecified, the ~halt primer
shall be in place at least 24 houn and shMII be dry prior to the fint asphalt mopping. The primer shall be well worked in to give a uniform coating. To provide uniform coating, the asphalt
for mopping shall be heated in kettlea equipped with armored thermometer&, but &hall not be heated above 350 F, While being heated the uphalt shall be stirred frequently. Minimum coverage
for each mop coating &hall be four (4) gallons per 100 square feet of surface. If imperfections appear in the coating, additional coatings shail be applied until the imperfectioOB are
corrected. · · ·; AI construction jointa, the surface& to be waterproofed shall be mopped in sections. While the first mopping of asphalt iB still bot, a strip of cotton fabric 15 inchea
wide shall be laid on the mopping and pressed Into place. Bach mopping thereafter shall be so applied that it will completely cover and seal the cotton fabric. End lap• of the cotton
fabric &ball be not less than 12 inchea. (5) Type 4. Type 4 waterproofing &hall be applied in the following manner: ... . Unwrap the roll and press the adhesive surface into contact
with the concrete, horizontally, secure the free end, then unroll slowly, using hand pressure to smooth the membrane in place and help make a tight bond with the concrete. Adjacent strips
shall shall be overlapped a minimum of one (1) inch over the previously laid strip. Backfilling may be started as soon as the initial horizontal strip hu been applied. ,. 'r (6) Type
5. TypeS waterproofing shall be applied in two (2) coal& to produce a minimum cured film thickneas of 1116 inch. Unless otherwise shown on the plans, the application may be made using
a roller, squeegee, 864 458.4 bruab or spray equipment. Application of the second coat shall be made wilhin 16 houn after the initial coat. The manufacturer's instructions shall be followed
with regard to the maximum time allowed between coal& and any treatment of the initial coat required if Ibis maximum time •hould be exceeded. Ambient temperature at the time of application
of the waterproofing shall be not less than 40 F. Backfilling shall not commence until the second coat of waterproofina bu cured &ufficiently to prevent damaae by the backfilling operation,
(7) Type 6. Type 6 waterproofing &hall be applied by first applying the primer at a rate of one (1) gallon per 100 square feet of surface, or at the rate recommended by the manufacturer,
and allowing it to dry to a tacky surface before placing the waterproofing membrane. The primer and waterproofing membrane board panels shall be applied only when the substrate temperatures
are above 50 F. All jointa shall be sealed by centering the six (6) inch g'usset tape over the joint and pressing firmly into position. The panels and jointing tape must be rolled in
with sufficient pressure to assure maximum adhesion, conformance to substrate and elimination of air bubbles. The manufacturer'• recommendations for installation shall also be considered.
Backfilling Bhould begin u soon as the application of Type 6 waterproofing Is completed and accompliBhed within 48 hours after the material i& applied to a nonhorizontal surface. (8)
Type RR-1. Type RR-1 waterproofing shall be applied to dry surfaceB and when the ambient temperature is above 50 F. The rubber membrane shall be free from punctures, pockets or folds.
The membrane shall be turned into drainage castings without break. Special care shall be taken to make the waterproofing effective along the sidea and ends of girders and at stiffeners,
gussets, etc. Grooves shall be filled with plastic cement. The butyl membrane shall be installed by first applying the adhesive as recommended by the butyl rubber membrane manufacturer
to ballast retainers, ends of deck and at necessary splices in a solid area extending 865 
STOPm 03250/GRG BuyLine 9292 Waterstop For Concrete Construction --~ '.,.~, -' : -··-.-.-SWELLSTOP Advantages .. -'·· .. :: ·,_,, Concrete structures are only as watertight as the waterstops
that join them. SWELLSTOP~ waterstop helps contain the problem of below grade moisture penetration in NON-MOVING joints. Fast and easy to install, even by a single, unskilled laborer.
SWEUSfOP keeps construction costs down by eliminating the need for split-forming and fabricated splices. SWELLSTOP is a flexible, coiled strip of butyl rubber and swellable clay waterproofing
joint compound that swells upon contact with water to form a long lasting compression seal. • Easy to Install -SWELLSTOP can be applied by one person without split forming or splicing.
• Applies in Any Dry Weather -SWELLSTOP remains flexible under most temperature conditions for all season applications. • Safe -SWELLSTOP is non-toxic and requires no special handling.
• Self Adhering -SWELLSTOP has excellent adhesion to SWELLSTOP Primer/Adhesive over clean dry concrete. Grade compacted to 95% standard proctor NOTE: SWELLSTOP is NOT an expansion joint
material and SHOULD NOT be used as one. E.'qlansion joints MUST be sealed with a conventional waterstop. For additional information on waterstop for e.xpansion or moving joints, contact
GREEt'ISTREAK at 800-325-9504. 3400 Tree Coun Industrial Blvd., StLouis, Missouri· 63122 Phone: 800. 325·9504 or 314. 225-9400 • Fax: 800. 551-5145 or 314. 225-9854 Flexible solutions.
Concrete performance. 
PrQperty Specific Gravity a1 77'F Penetration Penetration After Aging 21 days ai 130'F Unrestricted Swell Head Pressure Resistance Head Pressure Resistance Acceler:ued Aging Flow Resistance
Stonge ille Adhesion to Clean, Dry Concrete AppUcation Temp. R2oge Service Temp. R2nge Test Method ASTM·D-71 ASTM·D-217 150 G11. 300 G11. ASTM·D-217 300 G11. Greenstreak's Hydrostatic
Pressure Test"in actual field simubtion of concrete joint Competitor's maierial penetration Hydrostatic Pressure T&-not in concrete joint Mechaoic:tl Oven 4 hrs. @212'F 314' Overhead
Joint E>posed to 135'F for 7 Days SWEIJSl'OP Results 1.26 53 83 75 300% 139-162 ft. (60-70 psi) ultimaie 231ft. (100 psi) Maintiined 99% SoUds No Flow Indefinite Excellent 5' to 125'F
40' to 212"F •A Hydroswic Pressure Test run in an actual field simulation is available from GREENSI'RF.AK. Copies of lhe lest, conduced by an indepeodeot testing 12borwry, are fREE :10d
em be oblained by c:iiiing 80().325-9504. Typical Applications Ideal for use on many types of cast·in·piace and precast below grade concrete applic:uions, SWELISfOP is specifically intended
for NON-MOVING JOINTS. Call Greenstreal<: for full line of waterstops, including those for expansion. SWELISI"OP is perfett for use on: • Pipe (round, oval, flatbase, elliptical and
arch types) • Construction joints in foundation slabs or below grade walls • Utility and burial vanlts • Precast concrete wall panel systems • Wet wells • Septic tanks • Box culverts
• Sanilary and stonn sewer nranholes • Ponahle water tanks Limitations A ntinimum oftwo (2) inches of concrete clear cover must separa!e SWELISfOP from the face of concrete. NOTE: In cases of lightweight concrete or insufficient concrete coverage, increase clear cover.
Call the GREENSTREAK teclutical sales representative for additional infonnalion. SWELISfOP should not be stored exposed to moismre. Should the marerial become wet during the phasing
of the job, check for swell. Should considerable swelling occur before covering with concrete, remove and replace marerial with new. Use concrete rutils to secure the waterS!op as necessary.
ORDERING INFORMATION Dimensions __ I' x 314" x 16'·8" per roll Carton Weigbt __ 41lbs. Weight .41lbsJft. minimum Carton Size 14" x 14" x 10" Carton Contents _100 1JF (6 roUs/ctn.) Pallet
Size 4' x 4' To lace Y.OUr order call GREENSTREAK at 1-800-325-9504 today. WUIED wAR&Vn"Y: G~ 'frUTollll!lllllbr ~tlaa lhls proc~oo:.;n be f=Wmdcktu211dwill perform :a ~ln1l'lillnX 5llbjea
10 1M t-o C Z) folknrin& CI3DCiiiiDas: ~_!.h..e_~ .. o.l.l be produa .:I dle~c:m!UD~Doa ~'-'In dleapplic:alioo1 ue in :ICI:Imllncellilb~s Second. !be a.r 1111 sekatd the pnll'l5'~ ilrlbr
$pCC!lic 2ppliaDoo rtqlliml (j~ dad2ims aliT rcspon:sit~Uirf (Gr 1M sdcalon d a puDollzr~ produa. Procluct sdecDoa is die :IDle ~ :IDd demioa oldie~-1M !llDtlbilirr ol aar l1l3lft'i:ll
ror 1 spcQfk -:applialio-n ~ tluld ~ is lies delmaimd II!~ ICSI:iDB £or !be :&pplialioD. GRf:DSIREAr 11f!C1 die Buyer ID CIOIIdlcl irs ooon sir Nzy trlonnaioa wps:&:l by (j~ w:idl ~
D ils pr1)fU:fU:rs is bdicttd 10 br COITt'CL GftEENST'II:EI.III3kcs t10 Ct{IC . IS or wmwies, ~or lcrlpUcd. :rs 1111br ~or ~ol511Cb iriiOmalioll or lhc usr ol5Udl lnfoi1n:mon for 1 panicUbr
~ (ji!EESSTR£Ar ba ODt performed =r ISS. ,., -d:la 1111 bem ~ by lndepcndell. CCIICCCCiad:d 12bon!orics. llec:acR GRfEIST'REAr b:rs TIJ macrol ooa' ~!be~ or Ill:~ ollrs ptoduas. GRm\SlllEAI
.. s lJalilcd ~is :rs biJows" Tbe c:xdusfre n:llledla o1mr, llicrya' _, _. u.i1 oi'Cbe lbbillzr olGIEENSlltE.U• &aoa..., md alll..a or d_,cs resaftla& fna die UM ollldt prodaa (IDdodlascW.i
.._, • CU<~IrC. ~SiriclliDIIIJ, orOibemle) sb::IU be ei~ dleluU refcmd ol die~ prb to llaJ'ft' oldlit Pfodaca ... dire~ oldie qaalitJ of pnxlua pard:laalbf die IIIIJa"-•• elmloa ol CR£ENS1J£.\K*
... CICIO COUll slid ~be lilbleilt....,iPcicbrll.or~ ........ lbr lla'j'll":al:llll _,of Ibis prod• CEISft cs--110 lllte~dle-Gllbitu..iloedY..,_,wbkh_, llfll:be,....;e,s ln-r-t bf_,'OCI'IIIilorwilel~
3400 Tree Coun Industrial Blvd., St. Louis, Missouri 63122 Phone: 800. 800. 325-9504 or 314. 225-9400 • Fax: 800. 551-5145 or 314. 225-9854 0 1993 GREE.'ISTREAK. G~ is a regislered trademark
of Greensueak Pbsdc: Products Qlmp:my, Inc. Sllo'd!Stop.,.. is a lr':lderrwk or Greenstre:lk Pbsdc ProductS Qlmpany, IDe. Flexible solutions. Concrete performance. 
HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871-3311 ... --. ----·--··-··-·-·-. -·--------------------~-"-----'---'---ADAT;En //sl?~ 1'6}iazzt3' 110N
'J?, -:JAmES ~T'I9-N To lSa-.-r~"l CoNitZ.t4c.l1Nl:. '?. b-Bax 141 "'AQOI-1--."" e, ~U..LE v ... -..,.... WE ARE SENDING YOU ~ Attached 0 Under separate cover via..t:r'-=8ul_.,!......,_
____ the following items: COPIES I I 0 Shop drawings 0 Copy of letter DATE . NO. 0 Prints 0 Plans 0 Samples 0 Specifications 0 Change order o ____________________________________ DESCRIPTION
r'oNc..n.C'rl: (}1,jlt ::;, e.s.l ~ JJ /l!<a.T CJt~.,doe.-/2-.,.,. ,, ~T.Y ktLf'nAIG< -~ J:€JZ Nc--THESE ARE TRANSMITTED as checked below: 0 For approval 0 For your use 0 As requested
0 Approved as submitted 0 Approved as noted 0 Returned for corrections 0 Resubmit ___ copies for approval 0 Submit ____ copies for distribulion 0 Retum ____ corrected prints 0 For review
and comment 0 -----------------------0 FOR BIDS DUE _________________ 19 __ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS----------------------------------------------------------Ll\:nn··
'SJ;.c,< -:ru ~c.._ I COPY TO'----------------------------------SIGNE. ~ ,arS 
ITEM 7.4.5. 379 considered unsatisfactory; and the mix shall be changed to correct such unsatisfactory conditions. (b) Other Concrete Qualities: The concrete shall be unifonn and workable.
The cement content, maximum allowable water cement ratio, ,the average and maximum slump and the strength requirements of the ·various classes of concrete shall confonn to the requirements
of table below, and as required herein. During the progress of the work the OWNER shall cast cylinders or beams as a check on the compressive or flexural strength of the concrete actually
placed. TABLE-CLASSES OF CONCRETE Clau Mln.-1111. Mln.COmp. Min. Beam Mu.Water Coaroe al SX.Cement Slrongth Strength Cement Aggr.No. Concreto PerC.Y. 28-Daypol 7·D-aypal RoUo ptom2.t.qcK4ll
A 5.0 3000 500 6,5 2·3-4 B 4.0 2000·. 330 8.0 2-3-4 c· 6.0 3600 600 6 .. 0 1·2·3·· D 3.0 1500 250 11.0 . 2·3-4 E 6.0 3000 500 7.0 2·3 F 6.5 4200 700 5.5 2·3 s 6.0 3600 600 5.0 2·3 H··~
6.5·8.0 As specified N.A. · 5.5 3 on plans • Entrained lb . • ''No.1 COIIMeogregalerncrybeuseclln loundatlonsonly(exoepl cased drtlled shafts). . "''Prealntaecl eanc:r.ra.. •••• ASTM
C 293 (Cenfer Polnl). Unless otherwise specified in the special provisions or in the plans for job site placement of concrete, two tests of six-test cylinders or beams shall be required
for each 40 cubic yards (31M3), or of portion thereof, placed in each day's placement. For small placements, tests ·may be made for each 25 cubic yards (19M3) placed over a several -<lay
period. One set of cylinders or beams shall be tested at seven-<lay strength. Requirements shall be based on results obtsined from trial batches. The second set of three cylinders or
Qeams shall be tested at 28 days and represent design strength. ' All test specimens, beams or cylinders representing tests for re'moval of forma and/or falsework shall be cured using
the same methods; and under the same conditions as the concrete represented. The coNTRAcroR when required by 'the OWNER shall provide and maintain curing facilities for. the purpose
purpose of curing test specimens. Provisions shall be made to maintain the water in the curing tank at · temperatures between 70 degrees Fahrenheit (2l'Cl and 90 degrees "ahrenheit (32'C).
· When control of concrete quality Ia by 28-<lay compressive testa, job control shall be by seven-<lay compressive testa which are shown to provide the required 28-<lay strength, based
on results from trial batches. If the required aeven-<lay strength Ia not secured with the cement OCTOBER 1991 l i I I .t ' l ; I t l j ! i • 
LATTIMORE MATERIALS COMPANY Client: Project: Materials: Mix No. P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214} 569-4646 (214)-221-4646 Commercial Formwork Specialties Date 18-Dec-96 Addison
Circle Infra-Structure Cement: Flyash: Coarse Agg.: FineAgg.: Admixtures: Type 1, ASTM C-150, Texas-LeHigh Cement ASTM C-618, Class C, Holnam ASTM C-33, 1"-#4 Lattimore Crushed Stone
ASTM C-33, Lattimore Concrete Sand ASTM C-494, Sika ASTM C-260, Sika 1 Cubic Yard By Weight -SSD Strength @28 Days 20 4000 42 4000 Air 564 0 1950 1336 237 22.6 ;u Cement, lbs Fly Ash,
lbs C.Agg.,lbs Sand,lbs Water, lbs W/R, oz AEA, oz Total Weight 564 0 1950 1412 250 22.6 Q..Q 4176 4087 Unit WI, #/CF W/C Ratio, # Fly Ash,% 154.67 0.44 0 95 3-5 0 151.37 0.42 8 Maximum
Temp, deg. Slump, inches Air, % entrained ,... 0 ~ 95 ~ 3-5 3-5 0: z 0 ;:: 0. w * Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) ~ t;j **Air content per recommendations
of ASTM C-94.7 (Table 3) ~ ~ z Lattimore Ready Mix guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ')( ASTM C-172, C-31,
C-39 and C-94 and when the recommended procedures for placement and curing outlined in ACI 305/306 are followed. In accordance with ASTM C-94, Lattimore Materials Co. requests that copies
of all strength tests be forwarded to our Quality Control Department. RPrFTVRD [JANO 31997 
LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 (214 )-221-4646 CONTRACTOR: C.D. Henderson, Inc. MIX NO.: 20 LABORATORY: HBC Engineering PROJECT: Alliance
James River Corp. DESIGN STRENGTH: 4000 7-28 Date Slum11 Air Tem11 7 Day 7 Day Avg. 28 Day 28 Day Avg. Avg./3 Range Gain 1 05-Jun-96 3.00 90 4470 4470 5430 5940 5685 510 1.27 2 05-Jun-96
5.00 90 4030 4030 5560 5480 5520 80 1.37 3 05-Jun-96 3.50 88 4090 4090 5570 5540 5555 5587 30 1.36 4 05-Jun-96 4.50 83 4170 4170 5590 5450 5520 5532 140 1.32 5 05-Jun-96 5.00 85 4570
4570 5790 5810 5800 5625 20 1.27 6 05-Jun-96 4.50 84 4770 4770 6280 6160 6220 5847 120 1.30 7 05-Jun-96 6.00 82 4950 4950 5780 5960 5870 5963 180 1.19 8 05-Jun-96 4.50 82 4920 4920 5880
5830 5855 5982 50 1.19 9 05-Jun-96 4.75 84 4830 4830 5980 5970 5975 5900 10 1.24 10 10-Jun-96 5.50 83 4730 4730 5600 6070 5835 5835 470 1.23 11 10-Jun-96 5.00 83 4660 4660 5600 5560
5580 5708 40 1.20 12 10-Jun-96 4.00 82 4660 4660 5890 5910 5900 5772 20 1.27 13 17-Jun-96 4.00 4.00 86 4550 4550 5550 5740 5845 5708 190 1.24 14 17-Jun-96 5.50 86 4970 4970 5670 5450
5560 5702 220 1.12 15 17-Jun-96 5.00 87 4600 4600 5680 5500 5590 5598 180 1.22 16 17-Jun-96 5.00 87 4390 4390 5130 5380 5255 5468 250 1.20 17 17-Jun-96 4.50 89 4170 4170 4870 4950 4910
5252 80 1.18 18 17-Jun-96 5.00 89 4140 4140 5100 4960 5030 5065 140 1.21 19 17-Jun-96 5.50 86 3780 3780 4660 4590 4625 4855 70 1.22 20 17-Jun-96 5.50 90 . 3930 3930 4880 4900 4890 4848
20 1.24 21 18-Jun-96 5.00 80 4690 4690 5770 5380 5575 5030 390 1.19 22 18-Jun-96 4.75 81 4950 4950 5800 5950 5875 5447 150 1.19 23 18-Jun-96 6.00 85 4570 4570 5420 5290 5355 5602 130
1.17 24 21-Jun-96 4.50 90 5370 5370 6390 6270 6330 5853 120 1.18 25 21-Jun-96 5.50 88 4970 4970 5370 5600 5485 5723 230 1.10 26 21-Jun-96 5.50 87 4410 4410 4860 4980 4920 5578 120 1.12
27 21-Jun-96 5.00 90 4310 4310 5320 5470 5395 5267 150 1.25 28 21-Jun-96 6.00 92 4670 4670 5780 5530 5655 5323 250 1.21 29 21-Jun-96 4.00 93 3990 3990 4580 4590 4585 5212 10 1.15 30
21-Jun-96 5.00 5.00 93 3960 3960 4920 4740 4830 5023 180 1.22 31 21-Jun-96 4.00 93 4120 4120 4740 4800 4770 4728 60 1.16 32 21-Jun-96 6.00 94 4620 4620 4960 5190 5075 4892 230 1.10 33
25-Jun-96 5.00 85 4690 4690 5760 5990 5875 5240 230 1.25 34 25-Jun-96 4.00 85 5170 5170 5840 5630 5735 5562 210 1.11 35 25-Jun-96 4.25 83 5180 5180 6280 6250 6265 5958 30 1.21 36 25-Jun-96
6.00 82 4990 4990 5980 5810 5895 5965 170 1.18 37 25-Jun-96 6.50 81 4940 4940 5400 5890 5645 5935 490 1.14 38 25-Jun-96 5.00 89 4650 4650 5570 5650 5610 5717 80 1.21 39 25-Jun-96 4.75
. 86 5030 5030 .5750 5590 5670 5642 160 1.13 40 25-Jun-96 4.50 90 5060 5060 5530 5590 5560 5613 60 1.10 41 25-Jun-96 5.00 86 4190 4190 4980 5100 5040 5423 120 1.20 42 27-Jun-96 5.00
86 4330 4330 5270 5310 5290 5297 40 1.22 43 27-Jun-96 5.25 85 4880 4880 5880 5610 5745 5358 270 1.18 44 27-Jun-96 4.75 84 4760 4760 5980 5790 5885 5640 190 1.24 45 27-Jun-96 6.00 84
4580 4580 5510 5900 5705 5778 390 1.25 46 27-Jun-96 6.25 80 4450 4450 5400 5580 5490 5693 180 1.23 47 27-Jun-96 6.50 6.50 89 4450 4450 5250 5370 5310 5502 120 1.19 48 27-Jun-96 4.00
87 4490 4490 5260 5600 5430 5410 340 1.21 49 27-Jun-96 6.50 90 4480 4480 5120 5440 5280 5340 320 1.18 50 27-Jun-96 5.50 87 4280 4280 4920 5060 4990 5233 140 1.17 51 27-Jun-96 7.00 91
4060 4060 5310 5000 5155 5142 310 1.27 52 27-Jun-96 4.00 90 4190 4190 5020 5470 5245 5130 450 1.25 53 27-Jun-96 7.00 92 3850 3850 4760 5060 4910 5103 300 1.28 54 28-Jun-96 5.00 84 4470
4470 5100 5250 5175 5110 150 1.16 
LATTIMORE MATERIALS COMPANY P.O. BOX556 McKINNEY, TEXAS 75070~556 (214) 569-4646 (214)-221-4646 CONTRACTOR: C.D. Henderson, Inc. MIX NO.: 20 LABORATORY: HBC Engineering PROJECT: Alliance
James RiverCorp. DESIGN STRENGTH: 4000 7-28 Date Slum11 Air Tem11 7 DaJl 7 DaJl Avg. 28 DaJl 28 DaJl Avg. Avg./3 Range Gain 55 28-Jun-96 4.50 86 4970 4970 5800 5990 5895 5327 190 1.19
56 28-Jun-96 5.25 88 4860 4860 5730 5760 5745 5605 30 1.18 57 28-Jun-96 6.25 81 3640 3840 5070 4960 5015 5552 110 1.31 58 28-Jun-96 5.00 86 4220 4220 5150 5530 5340 5367 380 1.27 59
28-Jun-96 6.50 86 4210 4210 4900 5100 5000 5118 200 1.19 60 28-Jun-96 6.00 93 4340 4340 5010 5200 5105 5148 190 1.18 61 01-Jul-96 5.00 84 4420 4420 5300 5390 5345 5150 90 1.21 62 01-Jul-96
4.75 82 4430 4430 5790 5490 5640 5363 300 1.27 63 01-Jul-96 5.50 81 4210 4210 5810 5700 5755 5580 110 1.37 64 01-Jul-96 6.25 83 4150 4150 5640 5440 5540 5645 200 1.33 65 01-Jul-96 6.50
86 3960 3960 5180 5320 5250 5515 140 1.33 66 01-Jul-96 5.25 86 4070 4070 5510 5510 5510 5433 0 1.35 67 11-Jul-96 5.50 89 4570 4570 4980 4990 4985 5248 10 1.09 68 11-Jul-96 5.00 88 4990
4990 5580 5650 5615 5370 70 1.13 69 11-Jul-96 5.50 90 4710 4710 5380 5180 5280 5293 200 1.12 70 11-Jul-96 4.50 88 4850 4850 5470 5450 5460 5452 20 1.13 71 26-Aug-96 5.50 88 4620 4620
5250 5330 5290 5343 80 1.15 5.17 87 4515 5456 5453 168 1.21 STD. DEV. 382 ACI 318-5.3.1.2 REQUIREMENTS: (5.1) fcr=fc+ 1.34s 4512 (5.2) fer= fc + 2.33s-500 4390 
LATTIMORE MATERIALS COMPANY P.O. BOX556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 (214 )-221-4646 CONTRACTOR: C.D. Henderson MIX NO.: 42 LABORATORY: Maxim Technologies PROJECT: Excel
Logistics DESIGN STRENGTH: 4000 7-28 Date Slum~ Air Tern~ 7 Da~ 7 Da~ Avg. 28 Da~ 28 Da~ Avg. AvgJ3 Range Gain 1 06-Jun-96 6.00 68 3930 3970 3950 5000 4900 4950 100 1.25 2 06-Jun-96
5.50 68 4170 4210 4190 5370 5460 5415 90 1.29 3 11-Jun-96 4.50 5.0 88 4230 3970 4100 4910 4880 4895 5087 30 1.19 4 11-Jun-96 4.50 5.4 84 4510 4560 4535 5460 5570 5515 5275 110 1.22 5
11-Jun-96 5.00 4.8 82 4530 4680 4605 5750 5460 5605 5338 290 1.22 6 17-Jun-96 5.00 4.8 91 3620 3490 3555 4260 4410 4335 5152 150 1.22 7 17-Jun-96 5.00 92 4120 4120 4120 4970 5090 5030
4990 120 1.22 8 17-Jun-96 5.00 4.8 92 4060 3920 3990 4830 4910 4870 4745 80 1.22 9 18-Jun-96 5.00 4.8 89 4280 4330 4305 5090 5090 5090 4997 0 1.18 10 16-Jun-96 4.75 5.0 90 4280 4200
4240 5400 5290 5345 5102 110 1.26 11 18-Jun-96 4.75 94 3680 3660 3670 4630 4600 4615 5017 30 1.26 12 20-Jun-96 5.00 78 4130 4170 4150 4970 5030 5000 4987 60 1.20 13 20-Jun-96 5.00 75
4350 4420 4385 5360 5150 5255 4957 210 1.20 14 20-Jun-96 4.50 74 4240 4200 4220 5330 5490 5410 5222 160 1.28 15 12-Jul-96 4.00 67 4570 4510 4540 5510 5450 5480 5382 60 1.21 4.67 5.0
80 4201 5184 105 1.24 STD. DEV. 358 MOD.DEV. 416 ACI318-5.3.1.2 REQUIREMENTS: (5.1) fer= fc + 1.34s 4557 (5.2) fer = fc + 2.33s -500 4468 
Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF ANALYSIS OF CONCRETE AGGREGATES CLIENT: Lanimore Materials Co. DATE: 2 December 1996 PROJECT: General Use
SAMPLES: Submined to Hooper Engineering Laboratories, Inc. on 12/2/96 Lanimore Materials Co. SUPPLIER: Ambrose (Lattimore McKinney Plant) RETAINED ON SIEVE SIZE NATURAL SAND 0-#4 1-1/2"
1" 3/4" 1/2" 3/8" No.4 No. 8 No. 16 No. 30 No. 50 No. 100 FINENESS MODULUS SPECIFIC GRAVITY FINER THAN NO. 200 SIEVE DRY RODDED WEIGHT, PCF TECHNICIAN: LS 0% 1 9 22 43 78 98 2.51 2.60
1.0 108.8 DISTRIBUTION: (2) Lattimore Materials Co., Curtis Lee 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 ASTM C33 REQUIREMENTS 0 0-5 0-20 15-50 40-75 70-90 90-98 Fax
(214) 351-5148 
TICHNOL08111 INC 2515 Loao Star Drive • P.O. Box 224227 • Dollu, Tcxu 75222 (214) 631·2700 • Pax (214) 92().1891 LATI'IMORE MATERIALS, INC. PToject Ng:0903506212 Report Ng: 105218 Page
2 Service Date:9/16/96 1" COLEMAN AGGREGATE SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES -ASTM C-136 MATERIAL FINER 1liAN 1200 SIEVE IN MINERAL A6GREGA1E BY WASHING-AS'fM Cl17 ASTM C-33,
Size 57 Sieve Percent Specifications ~ Passing Percei:c Passing 1 1/2" 100 100 1" 100 95-100 1/2" 30 25-60 #4 2 0-10 #8 2 0-5 #200 (decant) 1.1 SPECIFIC GRAVITY AND ABSORPTION OF FINE
AGGREGA1E -ASTM C-128 Absorption = 0.4% Bulk Specific Gravity (saturated-surface dry) = 2.80 UNIT WEIGIIT AND VOIDS IN A6GREGA1E -ASTM C-29 Dry Rodded Unit Weight = 100 pounds per cubic
foot RESISrANCE TO DEGRADATION OF SMALL-SIZE COARSE AGGREGA1E BY ABRASION AND IMPACf IN Tiffi LOS ANGELES MACHINE-ASTM C-131 Percent Wear = 22 Our lcacn ud n:po111J are for lbe exc.Mivc
UK of lbe clicDt 10 wbom. !bey are ld.ci.RMO:l &ad "-1.1 DOt be reproduced excepc ia full wdbotd: tbc approval of lbe tcdiDc labon.&ory. 'The u.e of our name l:llWt roc:c.i'Ye prior
writlc:a -.pproval of Mu.im TocbDaLoltcl. lDc:. L::aen ll..lld rcportl apply OC1Iy to lbe ..mplc ICitcd aDd/or ~ &ad are DOt iDdtc:uive of lbe quaDiity of -.ppuaWy idc:utic::al ar 1imilar
p-roduct~~. 
® DESCRIPTlON Plastocrete 161 is a polymer-type waterreducing admixture. Plastocrete 161 contains no chlorides. Plastocrete 161 meets the requirements of ASTM C-494 TypeAandAASHTO M194
Type A. APPLICATlDNS Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability and normal setting times is required. HOW IT WORKS
Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting
as a dispersant for the cement particles in the mix. Tl]rough this dispersing action more of the surface area of the cement particles is available for ea~y hydration. The more cement
particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. ADVANTAGES Plastocrete 161 is fonnulated as a Type A water reducer to allow
7 -10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. BENEFITS "' Reduced water content required to achieve desired slump,
increases compressive and flexural strengths and allows the use of more economical mixes. .. Improved paste quality makes concrete easier to pump and finish. Plastocrete® 161 4196 .
' -_.-__ ._:_: ' •:.-Water Reducing Admixture (Type A) "' Consistent normal setting times throughout the recommended dosage. "' Lower water cement ratios provide decreased permeability
and increased durability. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika Syslem. When
air entrained concrete is specified, Sika recommends the use of Sika air entraining agents. HOW TO USE DOSAGE Addition rales of 3-6 fl. oz./100 lbs. (195 -390 mV100 kg) of cement are
recommended for general concrete applications where normal setting characteristics are desired. MfXING Plastocrete 161 is added at the concrete plant Measure required quantity manually
or by automated dispenser. Add into the sand attheweigh hopper or into the water line at the batch plant. When used in combination with other admixtures, care must be taken to dispense
each admixture separately into the mix. Do not mix with dry cement. TYPICAL DATA FOR PLASTOCRETE 767 PACKAGING Plastocrete 161 is supplied in 55 gallon (2081iler) drums and bulk delivery.
STORAGE AND SHELF-LIFE Plaslocrete 161 should be stored at above 35'F (2'C). II frozen, lhaw and agitate thoroughly to return to nonnal state before use. Shelf life when stored in dry
warehouse condilions between 50'F and BO'F ( 1 OOC-27'C) is one year minimum. CAUTION Skin and eye irritant avoid contact. The use of NIOSH/MSHA approved respirator, safety goggles and
rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. FIRST AID Wash skin with soap and water. In case of eye contact. flushwithwaterfor
15 minutes: contact a physician. Wash clothing before re-use. CLEANUP Contain and collect with absorbent absorbent material. Dispose of in accordance with local, state and federal regulations.
ASTM CERTlFICA TlON ASTM C-494 Type A COLOR Brown SPECIFIC GRAVITY glml 1.17 ± 0.05 pH >8 CHLORIDES% <0.1 ! ; 
"""" ~IJ ® DESCRIPTION Sika AEA-15 admixture is a liquid solution of concentrated organic materials.lt has been formulated and manufactured specifically to provide stable and predictable
air contents in concrete. With uniform air bubble spacing throughout the concrete matrix. Sika AEA-15 meets the requirements of ASTM C-260 for air entraining admixtures and AASHTO M-154
APPUCATIONS Sika AEA-15 can be used whenever air entrained concrete is desired. Readymix, precast and block producers can all achieve optimum entrained air contents even where harsh
mixes are used or fly:ash is added to the mix. ADVANTAGES Air entrainment is recognized as the most effective prevention against concrete scaling in exposed environments. Air entrained
concrete delivers particular benefits jn the form of increased concrete durability. This is important in colder climates where frost and freezethaw cycles can cause scaling and darnage
to the concrete surface. Air entraining agents help to prevent scaling by creating millions of mlcr~scopic air voids, allowing water trapped 1n the concrete to expand when the concrete
freezes, thus preventing cracks caused by natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing
salts, marine salts and sulfates. Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. Concrete will flow better, and
bleeding and shrinkage will be redu?ed beca.use less water is needed to obta1n the des1red workability. Sika® AEA-15 Air Entraining Admixture HOWTOUSE DOSAGE Addttionrateswillvarydependingon
the air content required for a particular project. Typicailyair contents will be specffied in the range of 4 to 8 percent by volume. Other factors that may affect the amount of atr entrained
intotheconcreteinclude, but are notlimttedto,cementcontentandtype,sand gradation, temperature and water content. Sika recammends that trial mixes be tested whenever material or any other
changes are made that may affect the amount of entrained air. Dosage rates for Sika AEA-t 5 will typically fall between 1/4 and 1 ft. oz./1 00 lbs. ( 16 -65 ml/1 00 kg) of cement to
entra1n between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Combination with other admixtures, particulartywaterreducers and retarders, will
tendtoincreasethearnountofentrainedrur in the mix. Aircontents_should be checked with an air-meteraflerbatching and dosage adjustments made at the concrete plant. MIXING Measure the
required quantity per batch manually or with automatic dispe_n~er equipment Add Slka AEA-15 to mtx1ng water or sand. Do not mix with dry cement. When used in combination with other TYPICAL
DATA FOR S/KA AEA·15 4196 admixtures, care must be taken to dispense each admixture separately into the mix. PACKAGING SikaAEA-15 is supplied in 55 gallon (208 liter) drums and bulk
delivery. STORAGE AND SHELF LIFE Sika AEA-15 should be stored at above 35"F (2"C). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored
in dry warehouse conditions between 50"F and 80"F (1 O"C-27"C) is 1 year minimum. CAUTION Skin and eye irritant; avoid contact. The use of NIOSH/MSHA approved respirator, safety goggles
and rubber gloves is recommended. Avoid breathing product Use with adequate ventilation. Remove contaminated clothing. FIRST AID Wash skin with soap and water. In case of eye contact,
flush with water for 15 minutes; contact a physician. Wash clothing before re-use. CLEANUP Contain and collect-with absorbent material. Dispose of in accordance with local, state and
federal regulations. ASTM CERTIFICATION C-260 Air Entraining Admixtures COLOR Brown SPECIFIC GRA VITYglml 1.02. 0.02 pH >8 CHLORIDES% <0.1 
FINANCE DEPARTMENT I PURCHASING DMSION 5350 Bell Line Rond ~~1.r":ill"~:.£..."'Z'.;~ ........ ----------------CLYDE JOHNSON, CU-I. PURCHASING MAL'iAGER December II, 1996 Mr. Jimmy D.
Battson P.O. Box747 Lancaster, TX 75146 (214) 450-7091· Fao;;mHo (214) 386<!938 New Facsimile (972) 450-7096 Posl Office Box 144 Addison, Texas 75001 Phone (972) 450-7090 Notice of Award:
Addison Circle, Phase I, Electrical Vault, Bid No. 97-04. Dear Mr. Battson: On December 10, 1996, the City Council voted to award you the above contract, subject to your providing the
required bonds and insurance, and subject to all the terms and conditions as set forth in the bid documents and the bid submitted by you. Please deliver three signed contracts, with
bonds and insurance certificates attached, before the end of the business day on December 16, 1997. You may submit bonds on the forms provided in Addison's request for bids or you may
use the surety company's forms as long as they provide the substance of our forms. A copy of our tax exemption certificate is provide so that you can provide materials incorporated into
the finished product, free of all sales taxes. Please consider a signed, faxed copy as official notice to secure the necessary bonds and insurance. The original of this letter and contracts
will be delivered to you by messenger service on this date. Once the City Manager and City Secretary have signed contracts, you will receive a copy with a written "Notice to Proceed."
Then you will have five calendar days to begin work and sixty calendar days to complete the work. Please call me if you have any questions or comments. Sincerely yours, copy: John Baumgartner
Huitt-Zollars 
FINANCE DEPARTMENT I PURCHASING DMSION 5350 Dch Line Road (214) 450-7091 • Foo;imHo (214) 3B(>j)938 New Facsimile (972) 450-7096 Post Office Box 144 Addison, Texas 75001 ·· CL\'DEJOHN'SON,C.P.M.
PURCHASING MANAGER December 19, 1996 Mr. Jimmy D. Battson Battson Contracting P.O. Box 747 Lancaster, TX 75146 Phone (972) 450-7090 Notice to Proceed: Addison Circle, Phase I, Electrical
Vault, Bid No. 97-04. Dear Mr. Battson: ·Receipt of this document authorizes Battson Contracting to provide all labor and materials as outlined ·in the specifications. Your company is
to perform all work according to the time schedule, bid price, .and other tenns and conditions of the contract documents. -. Enclosed please find a completed copy of the contract for
your file, our consultant will be providing you with conforming set of documents -including an original contract. Work shall begin by December 26, 1996, and be completed by February
24, 1997. Please contact me at 450-7090, if you have any questions, or ifl can be of assistance to you. Sincerely yours, Enclosures copy: John Baumgartner Huitt-Zollars C::IOFFlCE\WPWIN\1991BJI)S\g7.
Jl.I\JIROCEED.LiRp 
AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this /grH day ofl:>Ect"::/11 r,<:e 1996, by and between the Town of Addison, of the County of Dalla's
and State of Texas, acting through its City Manager, duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and Battson Contracting, of the City of Lancaster,
County of Dallas, State ofTexas, 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: Addison Circle
Phase I Electrical Vault and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions 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,
·m 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 Pro,isions, all of which are made a part
hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the date of written notice to
do so sha'll have been given to him, and to substantially complete the work within 60 calendar days after he commences work, subject to such extensions oftirne as are provided by the
General Provisions. The OWNER agrees to pay the CONTRACTOR One hundred and nine thousand, seven hundred and forty and noll 00 dollars ($109,740.00) in current funds for the performance
of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as pro,ided in the GeneralProvisions, and to mike payments of account thereof as provided therein. 
IN WI1NESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON (OWNER) Ron Whitehead, City Manager Battson Contracting
(CONTRACTOR) ATTEST: Carmen Moran, City Secretary ATTEST: By: -=::r:..... (_ -.:S/)/""=<> 6,. • ~<J" (. .5t-f.r,( (Printed Name) The following to be executed if the CONTRACTOR is a corporation:
I,-------------' =tify that I am the secretary of the corporation named as CONTRACTOR herein; -------------'' who signed this Contract on behalf of the CONTRACTOR is the that ---------(official
title) of said corporation; that said 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 " 
INSURED GLENN/MARCO P.O. BOX 130 LANCASTER, TX 75146 972-227-2166 I 972-227-6713 Fax JIMMY D BATTSON DBA BATTSON CONTRACTING 640 E MAIN ST LANCASTER, TX 75146 'l'f COMPANIES AFFORDING
COVERAGE ~ANY A BITUMINOUS INSURANCE COMPANY COMPANY c lETTER COMPANY D LETTER COMPANY E LETTER I. I, THIS IS TO CERTIFY THAT THE POLICIES Of INSURANCE USTED BELOW HAVE BEEN ISSUED TO
THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TEAM OR CONDITION OF ANY CONTAACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY THE INSURANCE . THE.. DESCRIBED HEREIN IS SUBJECT TO All THE TEAMS, 011-IER lHAN UMBRELlA FORM WORKER'S COMPENSATION AND EMPLOYERS' UABIUTY DlllER of Addison Clyde Johnson
144 CLP2274471 CAP1876125 CUP1852482 WC1147697 I CLAIMS . .. . . .. . . . /10/96 05/10//10/96 /10/96 05/10//05/96 i 05/10/BODILY INJURY (Per acckfenl) Phase I Electrical Vault Bid# 97-04
is named as Additional Insured on GL; ver of Subrogation on GL; Auto; and 
_., TEXAS STATUTORY PERFORMANCE BOND (PUBLIC WORKS) BOND NO. BCN1044984 KNOW ALL MEN BY THESE PRESENTS: THAT, Battson Contracting, P.O. Box 747, Lancaster, TX 75146,(hereinafter called
the Principal), as Principal, and Bituminous Casualty Corporation, a corporation organized and existing under the laws of the State of Illinois, licensed to do business in the State
of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and firmly bound unto Town of Addison, 5350 Belt Line Road, P.O. Box 144, Addison, TX 75001,
(hereinafter called the Obligee), in the amount of One hundred nine thousand, seven hundred forty and no/100 Dollars ($109,740.00) for the payment whereof, the said Principal and Surety
bind themselves, and their heirs, admip.istrators, executors, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain
contract with the Obligee, dated the il.m.day of December, 19 96, for Addison Circle, Phase I, Electrical Vault, Bid No. 97-04, which contract is hereby referred to and made a part hereof
as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall faithfully perform the work
in accordance with the plans, specifications and contract documents, then this obligation shall be null and void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, That
this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions,
conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this 12ffit: day of December, 1996. PRJNCIPAL: Battson Contracting SURETY: Bituminous Casualtv Corporation BY: ~~ ---------~~R~a-+~a-~-o~n~,~A~tt_o_rn--ey~-~In--~F-a-ct __________ __

TEXAS STATUTORY PAYMENT BOND (PUBLIC WORKS) BOND NO. BCN10449B4 KNOW ALL MEN BY THESE PRESENTS: THAT, Battson Contracting, P.O. Box 747, Lancaster, TX 75146, (hereinafter called the
Principal), as Principal, and Bitwninous Casualty Corporation, a corporation organized and existing under the laws of the State of Illinois, licensed to do business in the State of Texas
and admitted to write bonds, as surety (hereinafter called the Surety), are held and firmly bound unto Town of Addison, 5350 Belt Line Road, P.O. Box 144, Addison, TX 75001, (hereinafter
called the Obligee), in the amount of One hundred nine thousand, seven hundred forty and no/100 Dollars ($109,740.00) for the payment whereof, the said Principal and Surety bind themselves,
and their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain contract with
the Obligee, dated the .llir!!:.day of December, 1996, for Addison Circle, Phase I, Electrical Electrical Vault, Bid No. 97-04, which contract is hereby referred to and made a part hereof
as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall pay all claimants supplying
labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall be null and void; otherwise to remain in full force
and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined
in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety
have signed and sealed this instrument this /~trday of December , 1996 . PRINCIPAL: Battson Contracting SURETY: Bituminous Casualty Comoration BY' ~*AtlD;;;,-1•-F'ct 
IMPORTANT NOTICE TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT 1-800-442-6222 You may contact the Texas Department oflnsurance to obtain information on companies, coverages, rights or
complaints at 1-800-252-3439 You may write the Texas Department oflnsurance: P.O. Box 149104 Austin, Texas 78714-9104 FAX No. (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have
a dispute concerning your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS
NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document.