FINANCE DEPARTMENTIPORCHASING DIVISION 5350 Belt Line Road (972) 450-7091 E-mail msuh@ciaddisontx.us Facsimile (972) 450-7096 P.O. Box 9010 Addison, Texas 7500] July 13, 2004 A.J. Johnston
Gibson and Associates, Inc. P.O. Box 800579 Ft. Worth, TX 76133 Re: Contract Bid 04-19 ACTC Cut Through Dear Mr. Johnston: Enclosed is your copy ofthe signed contract for Bid 04-19 ACTC
Cut Through. Please include Bid No. and Name: 04-19 ACTC Cut Through, on all monthly invoices or other correspondence to the Town of Addison. Should you have any questions, please contact
my office at 972-450-7091. Sincerely, 􀀮􀁾􀀮􀀠MinokSuh Purchasing Coordinator Enclosure Copy: Jim Pierce Steve Chutcbian 
AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _2_day of _July--, 2004 by and between the Town of Addison, of the County of Dallas and State of
Texas, acting through its City Manager, duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and _Gibson & Asst., Ine._. of the City of _Baleh Springs_, County
of _Dallas._ and State of Texas, Party of the Second Part, hereinafter termed CONTRACfOR. WITNESSETII: That for and in consideration of the payment and agreement hereinafter mentioned,
to be made and performed by the OWNER, the said CONTRACfOR hereby agrees with the said OWNER to eommence and complete construction of certain improvements as follows: ACTC Cut Through
and all exira work in connection therewith, under the terms as stated in the specifications of the AGREEMENT; and at his own proper cost and expense to furnish all the materials) supplies,
machinery, equipment, tools, 􀁳􀁵􀁰􀁣􀁲􀁩􀁮􀁴􀁥􀁮􀁤􀁥􀁮􀁣􀁥􀁾􀀠1abor, insurance and other accessories and services necessary to complete the said 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁾􀀠in accordance
with the conditions and prices statcd in thc Proposal attached hereto and in aecordance with the bid specifications and Addenda thereto, as prepared by the OWNER, each of which has been
identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR'S written Proposal and the General Provisions, all ofwhich 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 shall
have been given to him, and to substantially complete the work within (60) calendar days per specification after he commences work, subject extensions of time as are provided by the
General Provisions. After 60 Calendar days, liquidated damages oU I ,000 per day will be assessed. The OWNER agrees to pay the CONTRACTOR TwenlY. Two Thousand Six Hundred EighlY. Nine
and 40/40/100 dollars ($22,689.40) in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided
in the General Provisions, and to make payments of account thereof as provided therein. 04-19 Acre Cut Through Contract 􀁾Gibson and Associates, Inc. 
IN WITNESS WHEREOF, the parties of these presents bave executed this AGREEMENT in tbe year and day first above written. TOWN OF ADDISON A'ITEST: (OWNER) 􀁂􀁙􀀺􀁾􀁾􀀨􀀬􀁊􀁾􀁾􀀠City Manager
ATTEST: 􀁂􀀢􀁦􀁾􀀠The following to be exeeuted if the CONTRACTOR is a corporation: I, It. J. J 12 4"slot! ' certify that I am the secretary ofthc corporation named as CONTRACTOR herein;
that 1..)j CI;..... ., C7.ihso" ,wbo signed this Contract on behalf of the CONTRACTOR is the VIc-' 􀁾􀀢􀀮􀁾􀁟􀁴􀀠(official title) of said eorpomtion; that said Contract was duly signed
for and in behalf of said corporation by authority of its governing body, and is witbin the scope oHts corporate powers, Signed: 􀀷􀁾􀀮􀁫􀁌􀀠Corporate Seal 04-19 Acre Cut Through, Addendum
I Page 2of2 Bid Form • Contract. 
.' Bond No. 8106-74-77 TATUTORY PERFORMANCE BOND PURSUANT TO CHAPTER 1153 OF THE TEXAS GOVERNMENT CODE (pUBLIC WORKS) (penalty ofthis Bond must be 100% of Contract Amount) Gibson & Associates,
Inc.KNOW ALL MEN BY THESE PRESENTS, That (hereinafter called the Principal), as Principal, and Federal Insurance Company (hereinafter called the Surety), as Surety are held and finnly
bound unto the Town of Addison (hereinafter called the Obligee). in the amount of' Twenty Two Thousand, Six Hundred Eighty Nine and 40/100--------------------------------------Dollars
($ 22,689.40 ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally. finnly
by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 2004 2nd day of July 􀀬􀁾to construct ACTC Cut Through 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 CONDmON OF TIllS OBLIGATION IS SUCH, that if the said
Principal shall faithfully perfonn the work in accordance with the plans, specifications and contract documents, then this obligation shall be 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 ofsaid Chapter to the same extent as ifit were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety
have signed this instrument this 7th ____ day of July ,lOO!llJ. 2004 Gib on & sociates Inc. (Principal) By: d < 4-) 􀀧􀀻􀁊􀀮􀀬􀁾􀀠Federal Insurance Company (Surety) By: (99«<..;:.-:?:J."l.&£IIi;
.<,."'/Robbi Morales (Attorney-in-Fact) 
Bond No. 8106-74-77 STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (PUBliC WORKS) (penalty of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY
THESE PRESENTS, That Gibson & Associates, Inc. (hereinafter called the Principal), as Principal, and Federal Insurance Company (hereinafter called the Surety), as Surety are held and
firmly bound unto the Town of Addison (hereinafter called the Obligee), in the amount of Twenty Two Thousand, Six Hundred Eighty Nine and 40/100---------------------------------------Dollars
($ 22,689.40 ) 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 written contract with the Obligee, dated the 2004 2nd day of July ,2m to construct ACTC Cut
Through which contract is hereby referred to and made a part hereof as fully and to the same extent extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF 1HIS 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 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 this instnnnent this 7th 2004 day of July ,m!. Gibson & Associates. Inc. Federal Insurance Company (Surety) By:
I 􀀺􀀻􀀻􀀻􀁾􀁤􀀧􀀿􀁡􀀭􀀴􀀯􀀠Rabbi Morales (Attorney-in-Fact) 
--------------------------------------------------------------------------------------------------------------------------------------------------------------------Bond No. 8106-74-77
STATE OF TEXAS COUNrY OF DALLAS Gibson & Associates, Inc. as principal and Federal Insurance ComapnyThat 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭______________________ ,a corporation
organized under the laws of 􀁟􀀮􀀮􀀡􀁉􀁣􀀡􀀺􀁮􀁣􀀡􀀺􀁤􀀽􀁩􀀡􀀬􀀡􀁡􀁮􀁾􀁡􀁾_____________ and ___-'N"'/:.:.Al-____________________ as sureties, said sureties being authorized to do business
in the State of Texas, do hereby expressly acknowledge themselves to be held and bOlmd to pay lmto the Town of Addison, a municipal corporation, chartered by virtue of a Special Act
of Legislature of the State of Texas, as Addison, Dallas Calmly, Texas, the sum of Twenty Two Thousand, Six Hundred Eighty Nine and 40/100--------------------------($ 22,689.40 ) for
the payment ofwhich sum will and truly to be made lmto said Town ofAddison and its successors, successors, said principal and sureties do hereby bind themselves, their assigns and successors,
jointly and severally. This obligation is conditioned, however, that whereas said Gibson & Associates, Inc. has this day entered into a written contract with the said Town ofAddison
to build and construct the ACTC Cut Through 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
hereilL WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of startup, and to do all necessary backfilling that may arise on account of sWlken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any ofsaid part of said work laid or constructed by the said Contractor, or on account of improper excavation or
backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by the said Contractor;
and in case the said Contractor shall fuil to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and sureties
on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's fuilure on its part to comply with
the terms ofthe said provisions ofsaid contract; NOW TIlEREFORE, ifthe said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for
the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but ifdefault shall be made by the said Contractor in
the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the Contractor
and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties hereon
and that successive recoveries may be had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain
said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. 
INWlTNESSWHEREOF,thesaid Gibson & Associates, Inc. has caused these presents to be executed by ____________ and the said Federal Insurance Compan9as hereunto set his hand this the __..:.7..:;:th",-__
day of -=-==_______ ' 20 _0_4____ SURETY PRINCIPAL Federal Insurance Company 􀁾􀀺􀀺􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀀬􀀠Inc. By: 􀁾􀁌􀁴􀁾􀀯􀀷􀁙􀁌􀁥􀀮􀁺􀁾􀁤􀀠Attorney in Fact Robbi Morales ATTEST By:
N/A Surety Aon Risk Services of Texas, Inc. 2711 N. Haskell Ave., Suite 800 Dallas, TX 75204 Agency and Address NOTE: Date ofMaintenance Bond must be same as date City acceptance. 
• • POWER Faderallnsurance Company Attn: Surety DepartmentChubb OF VIgilant Insurance Company 15 Mountain VIew Road Surety ATTORNEY PacHic Indemnity Company WamJIl, NJ 07059 Know All
by Thne Preunta, That FEDERAL INSURANCE COMPANY, an Indiana corporaUon, VIGILANT 􀁉􀁎􀁓􀁕􀁒􀁾􀁅􀀠COMPANY, a New YOlk 1lClIpOI1IIIOn, and PACIFIC INDEMNIlY COMPANY, a WIsconaIn corporaUon,
do each hereby c:onstItute and appoint Lisa M. Bonno t • Don E. Cornell. Anuj Jain, Chris J. Kutter. Rabbi Morales, Luke J. Nolan, Jr., Jerry P. Rose and Sheila M. Young of Dallas, Texas-------------
---------------------------------ead! ae their 1I\J8 and lawful AIIDmey-in-Fact to executa under such de8lgnaUon In 1hetr name& and to all\x tlelr corporal8 _ til and deliver for and
on tlel! bellaJl aa surety tlereon or otherwise, banda and under1aldnge and other writings obligatory In tle nature thereof (other than ball banda) given or eXllCUllld In tle C;OUreG
0/business, and any Instruments amending or altllring tle _, and _1& til tle modl!lcaUon or altllroUon 0/any Inotrumonl re1amKI to In said banda or obIIgaUono. In W1tn... Whereol, said
FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIlY COMPANY have ead! eXllCUllld and aUesflld these prooonlll and all\x8dtlelrcorporalll_onlllla 13th deyol August.
2003 , STATE OF NEW JERSEY 88.County 01 Sornaroot On 1* 13th dey 01 August. 2003 ,beIoro me, a NoIIIIy Pullllc 01 New JeraIIy, poraonally came Kennalll C. Wendel, til me known to be
AaaIaIant Soorofary 01 FEDERAl. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INOEMNIlY COMPANY, tle companies ..mich aXIICUIIId tle fDr!IIIoIng _ 01 AIIDmey, and tle said
Kenno\Il C. Wandel, being by me duly .-n, did depooa and say IIlat he Ia AsaIsIant Secrelllly 01 FEDERAl. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIlY COMPANY
and knowo tle corporate _ tlerool, IIlat lila _ all\x8d til lila fDrGgoIng _ 01 AtIDmey are such corporaIII_ and wore thereto all\x8d by authoIHy 01 the By-Lawo' 01 said Companies; and
IIlaI he aIgned said _ 01 AIIomey as AaaIaIant Secrelllly 01 said Campanles by IIkII au!horiIy; and lila! he Ia acquaJnflld wtth Frank E. Robertson, and _ him to be VIce PresIdent 01
said CompanIes; and lhet the signature 01 FIBIlk Eo Rcbortson, IIUbsclIbed to said Power 01 AIIDmey Ia In the ganotna handwlltllIgol Frank Eo Rcbortson. and \WIll tlereto 8UbsCI1bed
by authoIHy 01 said By-Lawo and In deponenfe preeonoo. JANA KRUMI'FER Notary Public, Stale of NewJenley No. 2297116 CommiS$ion Expires February 25, 2008 􀁾􀁐􀁕􀀮􀁓􀁌􀁜􀁃􀀠", 􀁾􀀠",'"iii
JE?' CER11F1CATION ElcIro<:t from the By-I..awo 01 FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIlY COMPANY: "All powIIre 01 attomoy for and on behall ollhe
Company may and shall be aXIICUIIId In tle nama and on behall 01 the Company, _ by Ihe Chalnnan or lila PresIdent or a VIce President or an AssIstant VIce President. jofntly wtth tle
Secrelllly or an AaaIaIant Soorofary. under 1hetr reapecllve dNlgnaUono. The signature of such O!llcaIS may be engraved. pri_ or IItI1cgrapIIod. The signature 01 each 01 the _ng oIIIcelS:
ChaIrman, 􀁐􀁲􀁥􀁳􀁬􀁤􀁥􀁮􀁾􀀠any VIce 􀁐􀁲􀁟􀁮􀁾􀀠any AaaIaIant VIce President. any Socrolllly, any AaaIaIant Socrotary and the seal 01 the Company may be all\x8d by facsimile to any
power 01 atIDmey or to any C8tl!IIcaIII relating tleroto appointing AaaIaIant __or AItornayaooIn-Fact for purposeo only oIexeGl.ltlng and aUesting banda and under1aldnge and other writings
obligatory In lila nature tlereof, and any such power 01_,or oor1!llcalll bearfng such facsimile 8Ignaturo or facsimile seal 8heII be valid and binding upon lila Company and any such
powr eo eXllCUllld and oortlflod by such IaceImIIe 8Ignaturo and facsimile seal 8heII be valid and binding upon tile Company wtth roepecI '" any bond or undertakfng '" \\t11ch 􀁾Ia_'
I, Kennolll C. Wendel, AaaIaIant Secrelllly 01 FEDERAl. INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIlY COMPANY (tile "CompanIes") do hereby oorttly!hat (0 the fDrGgoIng
e_01 the 􀁾01 tle Companlesla true and oorroct, (II) tle Campanles are duly bnNd and auIIlofIzod til transact euroty business In all 60 01 the IJnIfIId SIaIIIa 01 Amertca and tle 0I01rIct
01 Co!IJmbIa and are aulIIorIzed by the U.S. Treeeury Oopertmont; furlher, Federal and VIgilant are bnNd In Puerto RIco and tle U.S. VIrgIn Islands, and Federalla bnsod In Amorfean Samoa.
Guam, and each 01 the Pro\/fnces 01 canada except Prinoo EdwatdIGland; and (iii) the fDrGgoIng 􀁾01 Attomoy Is true, _ and In full fDroo and ellagt , Given under my hand and SQaIa 01
said Companies at Warren, NJ 1* 7 th deyo/July. 2004 , KInnell! C. Wendel, As8Itl&nt Secrelllly IN TI-lE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY TI-lE AUTHENTICITY OF THIS BOND
OR NOTIFY US OF ANY OTHER MATTER. PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 􀀹􀀰􀀳􀁾􀀹􀀷􀀠Fax (908) 903-3656 e-mail: suretyOchubb.com Foon 15-1000225A (Ed.10001.!)
CONSENT 
This Notice pertains to Ihe following Surety Bond l$Sued by a member Insurer ofIhe Chubb Group of Insurance Companies, Including Federal Insurance Company, Vigilant Insurance Company
and Paclflc IndemnItY Company. BondNumhor: 8106-74-77 POLICYHOLDER DISCLOSURE NOTICE 1ERRORISMRISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance
Act of 2002 (the "Acf') effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international-􀁴􀁥􀁲􀁲􀁯􀁲􀁾􀁭􀀮􀀠Terrorism is
defined as any act certified by the Secretary ofihe Treasury, in concurrence with the Secretary ofState and the Attorney General of the United States, to be an act ofterrorism; to be
a violent act or an act that is dangerous to human life, property or infi:astructure; to have resulted in damage within the United States, or outside the United States in the case of
an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest,
as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for
acts ofterrorism is already included in the captioned Surety Bond. f You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety
Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States ofAmerics pays 90% of covered terrorism losses that
eXlleed the statutorily established deductible to be paid by the insurance company providing the coverage. The portion ofyol!f premium that is attributable to coverage fur such acts
ofterrorism is zero, because we could not distingnish (and separately charge for) acts ofterrorlsm from other causes of loss when we calculated your premium. ffyou have any questions
about this notice, please contact your agent or broker. 
FINANCE DEPARTMENTIPURCHASING DIVISION 5350 Belt Line Road (972)450-1091 E-mail msuh@ciaddison.tx.us Facsimile (912) 450·1096 P.O. Box 9010 Addison, Texas 75001 July 13, 2004 Matthew
Walsh Archer Western Contractors, Ltd. 2121 Avenue J, Suite 103 Arlington, TX 7600650 Re: NOTICE TO PROCEED-Bid 04-22 Arapaho Rd Phase m Dear Mr. Walsh: This document shall serve as
your Notice to Proceed for the above referenced project, and is issued and effective to commence work August 9, 2004 to provide all labor and materials as outlined in the specifications,
and under the tenns and conditions ofthe contract documents. Enclosed is your copy ofthe signed contract. The proposed improvements and work shall be completed within the calendar days
and with the original price ofthe contract. Please include Bid No. and Name: 04-22 Arapaho Rd Phase III, on all monthly invoices or other correspondence to the Town ofAddison. Should
you have any questions, please contact my office at 972-450-7091. Sincerely, Minok SulJ Purchasing Coordinator Enclosure Ce: Jim Pierce Steve Chutchian 
JUN 242004 Arche:-Vvestern Contractors 1elas Area Office SECTIONCA CONTRACT AGREEMENT CA-J 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _22_ day of _June,_--;c:=-_, 2004 , by and between the Town of Addison, of the
County ofDallas and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and __Archer
Western Contraetors, Ltd, , , of the City of __Arlington ,County of Tarrant , State of __TX-' 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: Paving, Storm Sewer, Water, Sanitary Sewer, Signalization and Streetscape Improvements for ARAPAHO ROAD -PHASE III -SURVEYOR BOULEVARD TO ADDISON
ROAD and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost and expense to furnish
all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, in accordance
with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions, Special Provisions.
Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified
by the endorsement of the CONTRACTOR and the OWNER thereon, tegether with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part hereof and collectively
evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days after the date of written notice to do so has been given to
him, him, and to complete all work within the number of days he bid (Calendar Days "B") in the proposal after he commences work, subject to such extensions or reductions of time as are
provided by these Contract Documents, The OWNER agrees to pay the CONTRACTOR $ 16,702,578.42 in current funds for the pcrformance of the Contract in accordance with the Proposal submitted
CA-2 
thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. IN WITNESS THEREOF, the parties of these
presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) Archer Western Contractors, Ltd. Party of the Second Part (CONTRACTOR)
ATTEST: By 􀁫􀁾􀁩􀀠􀁍􀁡􀁴􀁾􀁨􀁥􀁷􀀠Walsh/President The following to be executed if the CONTRACTOR is a corporation: I, John P. Slattery , certify that I am the secretary ofthe corporation
named as CONTRACTOR herein; that Matthew Walsh , who signed this Contract on behalf of the CONTRACTOR is the President of said corporation; that said Arapaho Road -Phase III From Surveyor
Boulevard to Addison Road Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope ofits corporate powers. Signed: 􀁾􀁻􀁊􀀮􀁾􀀠ohn
P. Slattery Corporate Seal CA-3 
SECTIONPrB PERFORMANCE BOND PrB-l 
BOND NO. 8 SB 104233013 SCM SECTIONPrB PERFOR.'VIANCE BOND STATE OF TEXA.S COUNTY OF DALLAS Date Bond Executed: ___J_un_e__2_9_,_20_0_4______ PRINCIPAL Archer Western Contractors, Ltd.
Su1lETY:___􀁾􀁾􀁔􀁲􀁾􀁡􀁾􀁶􀁾􀁥􀁾􀁬􀁾􀁥􀁾􀁲􀁾􀁳􀁾􀁃􀁾􀁡􀁾􀁳􀁾􀁵􀁾􀁡􀁾􀁬􀁾􀁴􀁹􀁾􀁡􀁾􀁮􀁾􀁤􀁾􀁓􀁵􀁾􀁲􀁾􀁥􀁾􀁴􀁾􀁹􀁾􀁃􀁾􀁯􀁭􀁾􀁰􀁾􀁡􀀽􀁮􀁾􀁹􀁾􀁯􀁾􀁦􀁾􀁁􀁭􀁾􀁥􀁾􀁲􀁾􀁩􀁾􀁣􀁡􀀽􀀭_________
PEi'lAL SUM OF BOND (express in words and figures): Sixteen Million Seven Hundred Two Thousand Five Hundred Seventy-Eight Dollars & 42/100 ($16,702,578.42) DATE OF CONTRACT __Ju_n_e_2_2_,_2_0_04_____
______________ KNOW ALL l'vIEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto The Town of Addison, Texas, hereinafter called the OWNER in
the penal sum of the amount stated above, for the payment of which sum and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally,
firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER numbered and dated as shown above and
attached hereto; NOW THEREFORE, if the PRINCTPAL shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the
original term of said Contract and any extension thereof that may be granted by the OWN"ER, with or without notice to the SURETY, and during the life of any guaranty required under the
Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract
that may hereafter be made, notice of which modifications of said SlJ1lETY being hereby waived, then this obiigation to be void, otherwIse in full force and effect PrB·2 
􀁾WITNESS WHEREOF, the above-bounden parties have executed this instn:ment under their several seals on the date indicated above, the name and corporate seal of each corporate party
being herew affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL Archer Western Contractors, Ltd. ::NTRAllrV Matthew
Walsh/President Address: 2121 Ave.'J',Suite 103 WITNESS 􀁪􀁐􀀴􀀱􀀡􀁾􀀠Arlington, TX 76006 SEAL TRAVELERS CASUALTY AND SUREft COMPANY OF AMERICA􀁾􀀺􀀠pwfu& 􀁾􀀨􀀿􀀬􀁪􀁪􀀻􀁴􀀠Sl.TRETYBRIAN
LUCITT, WITNESS :lLEEN 􀁌􀁕􀁾􀀡􀁾􀁾􀁪􀀭􀁆􀁁􀁃􀁔􀀠Address: 215 ShU!l!i!D 􀁂􀁬􀁹􀁾􀁾__ Naperville, IL 􀀶􀀰􀀵􀀶􀀳􀀭􀀸􀁾􀀵􀀸􀀠Title: A'l"l'ORNEY-IN-FACT (Surety to Attach Power of Attorney)
CERTIFICATE AS TO CORPORATE PRINCIPAL I,. Tobn P. S11lttery , certify 􀁴􀁾􀁡􀁴􀀠I am the secretary of the corporation named as PRINCIPAL in the within bond that Matthew Walsh , who signed
the said bond on behalf of the PRINCIPAL, is the President said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed
and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) PrB-3 
SECTIONPyB PAYMENT BOND 
BOND NO. 8 SB 104233013 BCM SECTIONPyB PAYl\IIENT BONI) STATE OF TEXAS CotJNTY OF DALLAS Date Bond Executed: June 29. 2004 PRINCIPAL: ____􀀽􀁁􀁾􀁲􀁾􀁣􀁨􀁾􀁥􀀽􀁲􀁾􀁗􀀽􀁥􀀽􀁳􀀽􀁴􀁥􀀽􀁲􀁮􀁾􀀽􀁃􀀽􀁯􀀽􀁮�
�􀁴􀁲􀀽􀁡􀀽􀁣􀀽􀁴􀁾􀁯􀀽􀁲􀀽􀁳􀀽􀀬􀁾􀁌􀀽􀁴􀁾􀁤􀁾􀀮___________________________ SlDZETY:______􀁾􀁔􀁾􀁲􀁾􀁡􀁾􀁶􀁾􀁥􀁬􀁾􀁥􀀽􀁲􀁾􀁳􀁾􀁃􀁾􀁡􀁾􀁳􀁵􀁾􀁡􀀽􀁬􀀽􀁴􀁾􀁹􀁟􀀽􀁡􀁮􀁾􀁤􀁾􀁓􀁾􀁵􀀽􀁲􀀽􀁥􀀽􀁴􀁾􀁹􀁟􀁃􀀽􀁯
􀀽􀁭􀁾􀁰􀁾􀁡􀁾􀁮􀁹􀁾􀁯􀁾􀁦􀁾􀁁􀁭􀁾􀁥􀁟􀁲􀁬􀁟􀂷􀁣􀁾􀁡_____________ PENAL SU1vI OF BOND (express in words and figures): Sixteen Million Seven Hundred . Two Thousand Five Hundred Seventy-Eight
Dollars & 42/100 ($16,702,578.42) DATEOFCONTRACT: __􀁾􀁾􀁾􀁾􀁾􀁾___________________________ KNOW ALL lVlEN BY TI-IESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held
firmly bound unto The Town of Addison, Texas, hereinafter called the OVV'NER, in the penal sum of the amount stated above, for the payment of which sum and truly to be made, we bind
ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL
entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons supplying
labor and materials in the prosecution of the work provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of
which modifications to the SlJRETY being hereby waived, then this obligation to be void, otherwise to remain in full force and effect. PyB·] 
IN WITh""ESS WHEREOF, the above-bounden parties have executed this inst1Ument under their several seats on the date indicated above,the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
SEAL Archer Western Contractors, Ltd. ::7iitMMatthew Walsh/President Address: 2121 Ave. 'J', Suite 103 Arlington, TX 76006WITNESS rLfJ. 􀁾􀀠SEAL TRAVELERS CASUALTY AND SlJRE'l'Y COIIPAIiY
OF A1IEIllCAm;vm: bruv MlAaL BRIAN LUCITT, WITNESS By 􀁾􀁾􀁾􀀠EILEEN 􀁾􀀠􀁾􀁁􀁔􀁔􀁏􀁒􀁎􀁅􀁙􀀭􀁉􀁎􀀭􀁆􀁁􀁃􀁔􀀠Address: 215 Shuman Blvd. , Naperville, It 60563-8458 Title: ATTORNEY-IN-FACT
(Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPOR..cI"TE PRINCIPAL I, John P. Slattery, certifY that I am the secretary of the corporation named as PRINCIPAL in the within
bond that Matthew Walsh , who signed the said bond on behalf ofthe PRINCIPAL, is the President said corporation; that r know his signature, and his signature thereto is genuine; and
that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. PyB-3 
SECTIONMB iVHINTENANCE BOND ME-I 
BOND NO. 8 SB 􀀱􀀰􀁾􀀲􀀳􀀳􀀰􀀱􀀳􀀠BCM SECTION lVIB lVLUNT"'NANCE BOND STATE OF TEXAS COuNTY OF DALLAS TRAVELEIlS CASUALTY AND SURETY COMPANY OF AMERICA That Archer Western Contractors,
Ltd·as principal and ______-', a corporation organized under the laws 􀁯􀁦􀁟􀀮􀀮􀀮􀀮􀀺􀁃􀀢􀀧􀁔􀁾􀁟􀁾􀁾􀀠, AS Surety _____________ as sureties, said sureties being authorized to do business
in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the TowlJ. of Addison, Texas, a duly incorporated home rule municipal corporation under
the laws of the State of Texas, the sum of Sixteen Million Seven Hundred 1'''0 Thou8&nd Five HUiCdr<;d S"ve:1ty-Eight Dollars & 42/100 ($16,702,578.42 ) for the payment of which sum
will and truly to be made unto said Town of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally, This
obligation is conditioned, however, that whereas said: Archer Western Contractors, Ltd. has this day entered into a written contract with the said Town of Addison to build and construct
the Arapaho Road -Phase III -Surveyor Boulevard to Addison Road MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans. Specifications and Contract it is provided that the Contractor wiU maintain and keep in good repair the work herein contracted to be done and perfonned
for a period of two (2) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and
perfonn all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the saIne caused by the
said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper
excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor perfonned
by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said
Contractor and sureties on this obligation. and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on
its part to comply with the tenns of the said provisions of said contract; planting materials (trees, shrubs, ground cover, grasses and perennials) and the completed irrigation system
will be warranted for one (I) year from the time of final completion and acceptance by the Town of Addison. NOW THEREFORE, if the said Contractor shall keep and perform its said agreement
to maintain said work and keep the same in repair for the said maintenance period of two (2) vears, as provided, then these presents shall be nul! and void and have no further effect;
but if default shall be made by the said Contractor in the perfonnance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and
said Town of Addison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall
be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted;
and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in
any manner affected from any cause during said time. !vJB-3 
TRAVELERS CASUALTI AND SURE'l'f COMPANY OF AMERICAIN WIT;\iESS WHEREOF, the saId be executed by EILEEN LUCIT'.I' his hand this the 29thday of JUNE 􀁾􀀠> 20 said Olf.• AT'.I'ORNEI-IN-FACT
has caused these presents to has hereunto set SURETY PRINCIPAL TRA'lEIJ!:RS CASUALTI AND SURE'l'f COMPANY OF AMERICA ONE TOWER SQUARE. HARTFORD. CT 06183 By: 􀀭􀁾􀁉􀁦􀁬􀁦􀀯􀀩􀀧􀂫􀀱􀁉􀁩􀁬􀀯􀁴􀀱􀁌􀀡􀀧�
�􀁦􀀯􀀭􀀭􀀭Matthew \-lalsh!President By i1ffAv &4r Atto _·n Fact EILEEN LUCIT'.I' t01.·S, Ltd. By NIA .....􀀭􀁳􀁵􀁾􀀭􀀭􀀭􀁳􀁥􀁣􀁲􀁾􀀠􀁉􀀮􀁾􀀠SURE'l'f SERVICES OF AMERICA. INC. 1901 DES
PLAINES AVE., PARK RIDGE, IL 60068 Agency and Address NOTE: Date of Maintenance Bond must not be prior to date of Contract. tvlB-4 
State of ILLINOIS County of KENDALL On this 29th day of JUNE , 2004, before me personally appeared EILEEN LUCIft , known to me to be the Attorney-in-Fact of TRAVELERS CASUALTY AND SURETY
COMPANY OF AMERICA, the corporation that executed the within instrument and acknowledged to me that such corporation executed the same. IN WrrNESS WHEREOF, I have hereunto set my hand
and affixed my official seal the day and year in this certificate first written above. OFFICIAL seAL GINA M. DAMATO NOTARY PU8lJC. STATE OF 11.lJH0IS My Comm. ExpIres 04I05I08 
1'RAVELERS CASUALTY AND SURETY COMPANY OF AMERICA 1'RAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, COllnectlcut 06183-9062 POWER OF ATfORNEY AND CERTIFICATE
OF AUTHORITY OF ATfORNEY(S)-IN-FACT li.."IOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON
CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut,
(hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Kevin P. Nagel, Eiken Lucitt, of Park Ridge /Crestwood, Illinois,
their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the follOwing instrument(s):
by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligato!), in the nature ofa bond, recognizance, or conditional undertaking
and any and all consents incident thereto, not limited to a specifIC amount, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the dniy
authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confinned. This appointruent is made
under and hy authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: V01ED: That the Chainnon. the President, any Vice
Chainnon. lilly Executive Vice President, any Senior Vice President, any Vice President, any Second Vic<: President, the Treasurer, lillY Assistant Treasurer, the Corporate Secretary
or any Assistant S"""'tary may appoint Attorneys-in-Fact . and Agents to aet for and on behalf of the company and may give such appointee such authority as his or her eertificate of
of authority may prescribe to sign with the Company's ruune and seal with the Company's seal bends, recognizances, contracts of indemnity, and other writings obligatory in the nature
of a bond, recognizance, or conditional undertaking, Illld any of said officers or the Board of Direetors at any time may remove any such appointee and revoke the power given him or
her. V01ED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice Presiden1 or any Vice President may delegate all or any part of the foregning
authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That
any bond, recognizance, contraet of indemnity, or writing obligatory in the nature of. bend, recognizance, or conditional undertaking shall be valid and binding upon the Company when
(a) signed by the Pre.ideot, any Vice Chairman, any Executive Vice Pre.ideo!, any Senior Vice Pre.ident or any Vice President, any Second Vice President, the Treasurer, any Assistant
Treasurer, the Corporate Seeretsry or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under
seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their eertificates of authority or by one or more Company
officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by aulilority
or the followingStanding Resolution voted by the Boards or Directors or TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is 1l0W ill full force and effect: V01ED: Th.t the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President,
any Viee President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be .mxed by facsintile to any power of attorney or to any eertificate
relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bends and undertakings and other
writings obligatory in the nature thereof, and any such power of attorney or certificate beariog such facsintile signature or facsintile seal shall be valid and binding upon the Company
and any such power so executed and eertified by such fa.,intile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or IllldertBking
to which it is attached. SPECIAL WORDrNO (It·OO) 
__ _ IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA. TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed
by their Senior Vice President, and their corporate seals to be hereto affixed this 17th day of February 2003. STATE OF CONNECTICUT lS8, Hartford COUNTY OF HARTFORD IRAVELERS CASUALTY
AND SURETY COMPANY OF AMERICA IRAVELERS CASUALTY AND SURETY COMPANY FARNDNGTONCASUALTYCOMPANY 􀀯􀁾.. 􀀻􀁾.. 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀺􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭George W. Thompson
Senior Vice President On this 17th day of February; 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly SIVOrn, did depose and say: that helshe is Senior
Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMElUCA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed
the above instrument; that helshe knows the seals of said corporations; that the seals atlixed to the said instrument are such corporate sealS; and that helshe executed the said instrument
on behalf of the corporations by authority ofhlslher office under the Standing Resolutions thereof. 􀁾􀁦􀁍􀁩􀀮􀀮􀀮􀀮􀁌􀀠c. 􀁾􀀠 My commission expires June 30, 2006 Notary Public Marie
C. Tetreault CERTIFICATE r, 'the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been
revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office
ofthe Company, in the City ofHartford, Stale ofColll1eCtiCUt. Dated this 29th day of JllIIE , 20 OIl, By _cr>M_M_'􀁭􀀮􀀭􀀭􀀬􀀭􀀭􀀭􀀽􀁾􀀬􀀭􀀭Kori M. Johanson Assistant Secretary, Bond
 STPAUL TRAVELERS IMPORTANT NOTICE { t .; \ TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty & Surety Company ofAmerica, Travelers Casualty & Surety Company,
Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at: . 􀁾􀁦􀁾􀁈􀁇􀀠Ul Ct')lWCCi!, 􀁾􀀠Travelers
Bond .LIN AEf'E1>2 CV2f.'i) Attn: Claims r (jiC 􀁉􀁭􀁱􀁃􀁴􀁾􀁲􀁬􀁬􀁬􀁬􀁇􀁱􀀧􀀠'/" 1500 Market Street 􀁃􀁾􀁬􀀩􀀮􀁌􀁔􀁨􀁬􀁃V.IE West Tower, Suite 2900 Philadelphia, PA 19102 (267) 675-3130
(267) 675-3102 Fax ( ( You may contact the Texas Department ofInsurance to obtain the information on companies, coverages, rights or complaints at: 􀁾􀀢􀁱􀀩􀀨􀀩􀀮􀀠"" Texas Department
ofInsurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition ofthe
attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, 53.202, Property Code, effective September 1, 2001. 
STPAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSLIRANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act").
The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing
you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Ii Under the Act, insurers are required
to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such
losses. Specifically, the Federal ,/Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established
deductible for that year. The Act also caps the amount of terrorism-related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided
that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being
quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage
is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. 
FINANCE DEPARTMENTIPURCHASlNG DMSIQN 5350 Belt Line Road (972) 450-7091 E-mail msub@ci,addison.!x.us Facsimile (972) 45Q..1096 P.O. Box9010 AddisOfl, Texas. 7SOO1 July 7,2004 AI. 10hnston
Gibson and Associates, Inc. P.O. Box 800579 Ft. Worth, TX 76133 Re: NOTICE TO PROCEED-Bid 04-19 ACTC Cut Through Dear Mr. 10hnston: This document shall serve as your Notice to Proceed
for the above referenced Project, and is issued and effective to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract
documents to commence work July 12, 2004. A copy ofthe signed contract will be mailed to you under separate cover. The proposed improvements and work shall be completed with the original
contract price. Please include Bid No. and Name: 04-19 ACTC Cut Through, on all monthly invoices or other correspondence to the Town of Addison. Should you have any questions, please
contact my office at 972-450-7091. Sincerely, MinokSuh Purchasing Coordinator Enclosure Copy: fun fun Pierce Steve Chutchian 
FlNANCE QEPARTMENTtpIIBCFtASJNG PMSJON 5350 HeltpneR91!d (972)450-7091 E-mai1 msuh@ci addison ts us Facsimile (972) 4SQ..7096 P.O. Box 90 10 Addison, T."", 7Soo1 July 2, 2004 A.I. Johnston
Gibson and Associates, Inc. P.O. Box 800579 Ft. Worth, rx 76133 NOTICE OF AWARD: ACTC Cut Through Dear Mr. Johnston: Receipt of this document authorizes your company to provide all labor
and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 04-19 ACrC Cut Through. Please send four completed copies of
the contract that was emailed to you, to be signed by an authorized officer or principal of your firm along with the necessary insurance certificates and bonds as soon as possible, but
no later than July 6, 2004. Once we receive these items you will be notified by Public Works to proceed with the job. Ifyou have any questions or if! can be ofassistance to you, please
contact me at 972-450-7091. Sincerely, MinokSuh Purchasing Coordinator Copy: Stove Cbu1cllian Cbu1cllian Jim Pierce 
􀁾􀀠, , ,'.' .;. 
GIBSON & ASSOCIATES, INC. Engineers and Contractors 11210 Ryliecretd P. O. Box 800519 Barch Springs. Texas 75180-0579 9721557-1199 FA)( 557-1552 July 2, 2004 Town of Addison Service
Center 16801 Westgrove Dr. Addison, Texas 75001 Re: ACTC Cut Through Dear Sir: Enclosed please find copies of the Environmental Control Policy, Equal Opportunity Program, Contraband
Policy, Hazard Communication Program, and the Safety and Accident Prevention Policy for Gibson & Associates, Inc_ If there are any questions regarding this matter, please call me_ Very
truly yours, Contract Manager 
GIBSON & ASSOCIATES, INC. ENVIRONMENTAL PROTECTION PLAN GIBSON & ASSOCIATES, INC. will implement the following plan in order to prevent any environmental pollution and alleviate any
damage should it occur as a result ofconstruction operations on this project. . FEDERAL. STATE. AND LOCAL LAWS AND REGULAnONS All ofthe following laws and regulations concerning envirornnental
protection, pollution control, and abatement shall be observed on this project: . Executive order 11514, Protection and Enhancement ofEnvirornnent Quality, 5.March 1970, as' amended
by Executive Order 11991,24 May 1977. Executive Order 11593, Protection and Enhancement of the Cultural Environment, J3 May 1971. Executive Order 11988, Floodplain Management, 24 May
1977. Executive Order 11990, Protection of Wetlands, 24 May 1977. Clean Air Act as amended. Clean Water Act. Enda!Jgered Species Act of 1973 as amended. Federal Water Project Recreation
Action Act. Fisb and Wildlife Coordination Act Historic Sites Act 1935, as amended. National Historic Preservation Act of 1968, as amended. National Envirornnental Policy Act of I969,
as amended. Preservation ofHistorical and Archaeological Data Act of 1974, as amended. River and Harbor Act, 3 march 1899. Wild and Scenic Rivers Act of 1968. Navigable Waters, Discharge
ofDredged or Fill Materials (40 CFR230.1-230.8). Regulations for Implementing the Procedural Provisions ofNational environmental Policy Act of 1969 (40 CFR 1500-1508). Protection ofHistoric
and Cultural Properties (30 CFR 800). Regulatory Programs ofthe Corps of Engineers (23 CFR 320-329). Texas Clean Air Act. PROTECTION WITHIN AUTHORIZED AREAS All equipment will be limited
to those areas immediately adjacent to worle areas. This will minimize the impact on Grasses. Areas near trees that are not to be removed during clearing operations will be off limits
to all vehicles. Wildlife should not 'be affected. Al)y discoveries ofhistorical significance shall ClIllse work to be stopped nntil the proper authorities have been notified. CORRECTIQN
PROCEDURES CONCERNING POLLUTION All trash and debris generated by the construction process shall be removed or destroyed by the Contractor. Any deviations trom the environmental plan
that cause any pollution will be irrnnediately corrected and the area cleaned up as required. The Project Superintendent shall direct all clean' up activities. All minor trash generated
by luncbes, equipment, etc. will be deposited in on·site receptacles for later removal from the site. SOLID WASTE DISPOSAL All solid waste generated on this project will be hauled off
site and disposed ofproperly. ENVIRONMENTAL MONITORING All items of any significance pertaining to envirornnental pollution, damage, or abatement shall be recorded and reported by the
Quality Control Officer. SURFACE AND GROUND WATER Will be du.mped into drainage ditches. 
,. Environmental Protection Plan PageZ WORK AREA LIMITS All equipment shall be limited to those areas adjacent to work areas. .These shall be identified and maintained by the Project
Superintendent. BORROW AREAS Limits ofany borrow areas will be defined by the Engineers. They will be maintained by the Contractor during construction. CLEARING LIMITS All areas to be
cleared will be identified by the Engineer and the Project Superintendent shall maintain these limits. EQUJPMENT MANEUVERS All equipment maneuvers will 􀁢􀁾􀀠limited to the immediate
job site. All other areas are off limits and enfon:ement will be made by the Project Superintendent. PERSONNEL TRAINING All personnel will be trained and instructed in all items concerning
tbis plan during the site indoctriruition meeting and any new employees will receive tbe same instructions. spILLAGES No fuel will be stored on-site. Equipment will be fueled daily by
a fuel truck. All waste oil shall be removed from the site and taken to the company yard for recycling. Should a spill occur, the area will be isolated to prevent runoff and contamination
ofwater; then the area will be cleaned, SITE LAYOUT All limits of work areas will be defmed by the Owner and maintained by the Contractor. Existing roads shan be utilized for haul roads,
WASTE DISposAL Small trash will be stored in on-site trash receptacles then hauled offsilo at regular intervals. A portable toilet will be required, and it wiD be serviced weekly by
a truck with the waste hauled offsite. MEETINGS An initial indoctrination meeting will beheld to discuss aU items ofthe environmental protection plan. Weekly sarely meetings will also
be conducted and environmental issues will also be discussed here. HAZARDOUSMATERYUBPROGRAM The hazardous material program previously outlined shaU be implemented as a means of notifYing
all employees of any hazardous materials being used and how to protect themselves, as well as others, when worldng with these materials (see attached Hazard Communication Program and
MSDS sheets)
. GIBSON & ASSOCIATES, INC. EQUAL EMPWYMENT OPPORTUNITY PROGRAM The following is the program of GIBSON & ASSOCIATES, INC. for the insuring of equal opportunity for employment. DEFINITIONS
For purposes oftrus program, the following terms shall have the following indicated meanings: AFFIRMATIVE ACTION PROGRAM Any activity or program undertaken for the purpose ofcarrying
forward into new areas ofopportunity or among new groups of employees or prospective employees, positive concepts regarding equality of opportunity. CIVIL RIGHTS ACT The Civil Rights
Act of 1964 and in particular Title VII thereof, as the same may from time to time be amended, and all applicable orders, regulations and amendments that may from time to' time be issued
under or by virtue ofsuch Act. EMPWXMENT All aspects ofthe employment relationship between an employing unit and a person who is now, has been, or is under consideration for a position
of employment which)mch employing unit, included among the aspects of relationship are those relating to solicitations for employees; receipt and processing of applications for employment;
selection for initial employment an assignment of initial job duties; hours of work, rates of pay and conditions of work in varying individual employment assignments; selection for participation
in all programs of job skills; improvement in which the employing Wlit participates; changes in job classification, whether upgfading, layoff, transfer, reassignment, demotion or rehiring;
and termination ofor separation from services for any reason whatsoever. EXECUTIVE ORDER NO. 11246 Executive Order No. 11246 of September 24, 1965, as the same may from lime to lime
be amended, and all applicable orders, issued under or by virtue ofsuch Order. MINORITY GROUP MEMBER An individual whose stated, aCknowledged or apparent predominant 􀁭􀁣􀁩􀁡􀁾􀀠cultuml
or ethnic heritage or derivation falls into one or more of the following groupings; Negro, Americao Indiao, Spaoish-sumamed American. Oriental, Female. The terms shall also include any
persons whom the Local Equal Employment Opportunity Officer, in the exercise of sound discretion, deems to be more closely identified with one or more of the above minority groupings
thao with the majority community as that majority may be constituted in rus local operating area. MINORITY GROUP SUBCONTRACTORS A business fum or entity to whom subcontracts are or may
be awarded, aod having one or more ofthe following characteristics: A. Predominant minority group ownership; B. Predominaot minority group management; C. Predominao! minority group regular
employment rolls. STATEMENT OF EQUAL EMPLOYMENT OPPORTUNITY POLley It is the policy of Gibson & Associates, Inc. to offer equal opportunity for employment to all persons with the Company
without regard to race, color, religion, national origin, haodicap, age, or sex. It is the intention ofthe Compaoy through the adoption aod implementation of the policY, to insure full
aod complete compliance with the Civil rights Act of 1964 and Execptive Order No. 11246 11246 of September 24, 1965, as the same may from lime to time be amended; aod all applicable
Orders, Regulations, aod Amendments that may be time to lime be issued thereunder. It shall be the obligation of all those who share in the maoagement of the Company so to implement
the terms of the policy as to insure that the Company is at all times in full aod complete compliance with both the letter and the spirit ofthe Statute, the Executive Order, aod the
applicable regulations, as the same may from time to time require. STATEMENT OF AFFIRMATIVE ACTION COMPLIANCE PROGRAM I. EQUAL EMPLOYMENT OPPORTUNITY OFFICER PatriciaM. Gibson, Chief
Executive Officer, and William E. Gibson, President, ofGIBSON & ASSOCIATES. INC.• have been duly designated Equal Employment Opportunity Officers for said Company with complete responsibility
for the authority to develop and implement an Affmnative Action Compliance Program in the name of and on behalf of Ibis Company for the full, complete and effective realization of equal
opportunity for employment in all areas in which the Company does noW or may hereafter operate. 
E.E.O.P. Page 2 2. ANALYSIS OFMINORlTX GROurPRESENTATION The RRO. OfficetS shall regularly analyze minority group representation in each job category to insure that neither patterns
of employment nor treatment of individual employees indicates any evidence ofdiscrimination. The E.E.O. Officers shall keep such records as may be necessary to determine compliance with
this policy, including numbers of minority members employed and progress and efforts in increasing minority employment opportunity. 3. CONTINUED REFINEMENT OF EMPWYMENT POLICIES The
Company's policies regarding the employment relationship, the evaluation of the relative qualities of individual employees and applicants for employment, and the assessment ofjob classifications
and job skill requirements, shall be subject to continuous reexamination and re-assessment to insure that all persons having the requisite skill, experience, competence and desire to
perfurm particular tasks are accorded equal opportunity· to compete for andsecure alljob openings involving such tasks. 4. COMMVNITXCONTACTS It shall be the responsibility of the E.RO. Officers to develop, maintain,.and improve contacts between the Company
and such leadetS of the representative from minority groups and within minority communities as may be deemed necessary to manifest within the minority community the Company's position
as an Equal Opportunity employer, with particular reference to: • Seeking out and encouraging the greatest possible number of minority group members to seek appropriate employment with
the Company. • Seeking out and developing contacts with minority group subcontractors. 5. PROGRAMS OF JOB TRAINING AND JOB SKILLS A. Wherever possible, the Company shall encourage and
participate in trade association, community and other like programs designed to secure and provide qualified applicants for employment in the construction industry. As part of this particular
process, the Company is prepared to contribute it's fair share in leadership, resources, and financing to sustain the operation of such programs and to provide ifs fair share of suitable
job openings for persons who successfully complete such programs. B. The Company may also from time to time establish it's own programs for improving job skills, particularly: 1. Programs
directed tOward the development ofsupervisory and managerial capabilities. 2. Programs providing basic job skills in geographic areas where community or association programs are not
available Wherever such programs are established, qualified minority group employees will be actively sought out for participation in such schools and programs; and follOWing successful
completion thereof, shall be encouraged to compete for openings involving the use by them ofthe skills and capabilities developed in sucb programs, on a completely fair, impartial, and
nondiscriminatory basis. 6. ACTIVITJES OF SUBCONTRACTORS AND MATERIAL SUPPLIERS It shall be the responsibility of the E.E.O. Officers to obtain concurrence from all subcontractors and
suppliers to the policies policies and programs of this Company as they relate to Equal Employment Opportunity. The standard form bid 􀁰􀁲􀁯􀁰􀁯􀁳􀁡􀁾􀀠subcontract, and purchase order
forms of the Company, copies of which are attached hereto, clearly state the obligation of all parties contracting with this Company to comply with these policies. Failure or refusal
ofa supplier or subcontractor to fulfill this contract obligation shall be deemed a breach of contract and shall be referred to the General Counsel for consideration and action including,
where appropriate, action for breach ofcontract. On all subcontracts on Federal-aid highway construction projects having an actual or estimated value of One Hundred thousand Dollars
($100,000.00) or more, the E.E.O. Officers shall be responsible: A. For determination that no such subcontract is awarded until the prospective subcontractor: I. has submitted a suitable
prequalification statement to the appropriate state and federal ngencies; 2. has received approval ofthat statement from the the appropriate state highway department with the concurrence
of the Federal Highway Administration; 3. that such approved statement has been properly incorporated into said subcontract as a contractual obligation ofthe subcontractor; and B. For
supervising compliance by subcontractors to whom such subcontracts are duly awarded with the requirements of their several individual equal employment opportunity programs. ' 
E.E.O.P. Page 3 In order to insure efficiency in supelVision and achieve uniformity in result, the E.E.O. Officers shall, wherever possible, cause each such subcontraetor to adopt the
previously approved GIBSON & ASSOCIATES, INC. prequalification statement as the prequalification statement ofsuch subcontractor, mutates mutandis. 7. MISCELLANEOUS ACTMTIES It shall
bc the responsibility of all managers at all levels to conduct themselves with regard to employment practices of the Company that no employee shall have even a reasonable basis for concluding
that he has been a victim of discrimination in any fashion whatsoever; if, despite such efforts, any complaint is registered anywhere within the Company, it shall be the responsibility
of tha E,E.O. Officers to investigate such complain; to consult with other managers as they deem necessary; and to implement such solutions as may bc agreed upon. Further, E.E.O. Officers
shall be and remain available at all times to aU empl1lyees Equal Opportunity Progrem within his opemting unit for consultation regarding any alleged departure from the Equal Employment
Opportunity policies 'IJld programs ofthe Company, In the event any investigative hearings, compliance checks, E.RO. or O.F.C.C. inquiries, or other 􀁦􀁥􀁤􀁥􀁲􀁡􀁾􀀠state, or local examinations
are conducted, it sball be the responsibility ofthe RRO. Officers to participate therein on bdlalfofthe Company. In devising and implementing programs of Affirmative Action, the E.E.O.
Officers shal! make maximum use of all contracts within the minority group and the minority corrununity which from time to time may become available to him to the end that the Company's
active interest in seeking out and employing minority group members is given the widest possible exposure. Compliance with all requirements of law in general, and this Affmnative Action
progrem in particular, shall bc accorded the same degree of priority, and fulfilled with the same degree offidelity, as the Company has traditionally shown with regard to all contract
spacifications on public projects. . SUMMARy Full and complete implementation of this policy of Equal Employment Opportunity offers the opportunity for creative response in three separate
areas: I. Full equality of opportunity for employment, and for advancement in employment, among persons presently employed by the COQlpany, through complete elimination of all artificial
restrictions upon the realization by each individual of his own unique potential as a human "eing. 2. Opportnnity for persons now grouped in the so·called "hardeore" unemployment category
to break the ring of despair and disillusion by which they are presently boUnd and to begin the long process of developing for themselves some form of expression of their own individual
identity. 3. Opportnnity for the management of this Company to demonstrate that loss of individual identity is not a necessary evil in highly industrialized and automated sncio-economic
systems, and give positive expression to tha argument that there lies within our free industrial system the capacity to develop solutions to greve socioeconomic evils through means other
than the creating, funding. staffing, and proliferating of vast and ever-expanding progrems ofpublic response, whether at the Federal, state, or Incallevel. Equal Employment Opportnnity
offers opportnnity to all who participate. It is our firm determination that this Company shall not be found among those who Jailed to recognize and realize upon Ibis opportunity. EQUAL
OPPQRTIJNITY CLAUSE During the performance ofthis contract, the contractor agrees as follows: 1. The contractor will not discriminate against any employee or applicant for employment
because of mce. color, sex. religion, or national origin. The contractor will take affirmative action to insure that applicants are employed, and that employees are treated during employment,
without regard to their race, color, sex, religion, or national origin. Such action shall itlCInde, but not be limited to the following: Employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; mtes of payor other forms of compensation; and selection for training, including apprenticeship. The contractor agrees
to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth provisions of this nondiscrimination clause. 2. Tile contractor
will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without
regard to moe, color, sex, religion, or national origin. 
E.E.O.P. Page 4 3. The contractor will send to each labor union or representative of workers with which he bas a collective bargaining agreement or other contract or understanding, a
notice to be provided by Ibe Contract Compliance Officer advising Ibe said labor union.or worker's representatives of Ibe contractor's commitment under this section, and shall post copies
of this in conspicuons places available to employees and applicants fur employment. 4. The contractor will comply with aU provisions of executive Order 11246 of September 24, 1965, and
the rules, regulations, and relevant orders ofthe Secretary oflab or. 5. The contractor will furnish all information and reports required by Executive order 11246 of September 24, 1965,
and the rules regulations, and orders ofIbe Secretary of Labor or pursuant thereto, and will permit access to his books, records, and accounts by 􀁴􀁨􀁾􀀠Department ofthe Secretary of
labor fur purposes of investigation to ascertain compliance with such rules, regulations, and others. 6. In the event of the contractor's non-<lompliance with Ibe nondiscrimination clauses
of this contract or with any of the said rules, regulations, or orders, this contract may be cancelied, terminated, or suspended in whole or in part and the contractor may be declared
ineligible for further government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order ofthe Secretary
of Labor, or as otherwise provided by law. 7. The contractor will include the provisions of Ibe sentence immediately preceding paragraph (I) and the provisions of paragraphs (I) through
(7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of labor issued pursuant to Section 204 of Executive Order 11246 of September
24, 1965, so !bat such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase as the Department
may direct as a means of enforcing such provisions, including sanctions fur noncompliance;. Provided, however, that in the event a contractor becomes involved in, or is threatened with
a subcontractor or vendor as a result of such direction by the Department, Ibe contractor may request the United States to enter into such litigation to protect the interest ofthe United
States. 
GIBSON & ASSOCIATES, INC. CONTRABAND POLICY The Company prohibits the use, bringing onto the Company property, possession, distribution, promotion, or sale on the Company Premises of
any of the following: aleoholic beverages (except in case of authorized company social gatherings, sales, andlor promotion meetings, etc.), intoxicants and narcotics, illegal drugs (including
marijuana), 'unauthorized Controlled substances, "look-alike" (simulated) drugs, related drug paraphernalia, firearms or other weapons and unaothorized explosives. Company employees
must not report for duty under the influence of any drug, aleoholic beverage, intoxicant or narcotic or other substance (including legally prescribed drugs and medicines) which will
in any way adversely affect their working ability, alertness, coordination, response, or adversely affect the safety of others on the job. "Use" shall include the presence of any detectable
amount of drugs, aleohol, and other items in the employee while working. All persons must submit to drug testing prior to employment and assigument of dutIes. Entry into or presence
on the. Company Premises by any person is conditioned upon the Company's right to search the person, their personal effects, (such as, but not limited to lockers. baggage, briefuases,
lunch boxes, foodlbeverage containers, desks, and tool ,hoxes) and quarters of any employee or other entrant for any substances named in the paragraph ahove. By entering into or being
present on the Company Premises, any person is deemed to have consented to such searches which may include periodic and unannounced searches of anyone while on, entering, or leaving
the Company Premises. These searches may include the use of electronic detection devices, scent trained dogs, or the taking ofblood, urine, or saliva samples for testing to deter:mioe
the presence of substances named io the paragraph above. The takiog ofblood, urine, or saliva samples for testing may also be used for any person on the Company Premises who is suspected
to be under th,e iofiuence of drugs or alcohol, or who is involved in a vehicle accident, or who is iojured in the course of employment. r For purposes of this Policy, the term "Company
Premises", includes all property, offices, jobsites, facilities, land, platfurms, buildings, structures, installations, boats, vesselS, aircraft, automobiles, trucks and all other vehicles
and equipment, whether owned, leased, or used. The Company Premises also includes all customer properties, and other work locations or mode of transportation to and from those locations
while in the coUrse and seope of Company employment or pay status. Any person who refuses to submit to a search, as described in this Policy or who is found usiog, possessing, or distributing
any of the substances named in the fIrSt paragraph of this Policy, or who has detectable amounts of a prohibited drug or substance in his or her system, regardless of when or where the
drug entered the system, is subject to disciplioary action including immediate discharge if an employee, or removal and further prohibition from the premises ifnot our employee. Any
person who is found departing the Company Premises, io possession of Company property (including food, supplies, or tools) which is not authorized for removal from the Company Premises
is subject to disciplioary action including immediate discharge if an employee, or removal and foture prohibition from the premises ifnot an employee. Legally prescnbed drugs may be
permitted on the Company Premises provided the drugs are contained in the origioal prescription contaioer (containing employee's name, prescribing doctor's name, and prescription number)
and are prescnbed by an authorized medical practitioner forthe current use ofthe person in possession. Each prescription shall not be older than one (I) year of the date issued, and
the employee shall only possess a reasonable amount of medication for a normal workshift. Any person io possession of a vali<J prescription drug when on or entering the Company Premises
may be required to eomplete a "Prescription Drug" form. The Company, at all thnes, reserves the right to have either it's Company or authorized physician determioe i(a prescription drug
or medicioe produces hazardous effects while working and to restrict the use of any such drug or medicine accordingly. This may include the Employee's work activity or presence at the
work site. The Company has the right, in its discretion, to report use, possession or distribotion of any substances, drugs, stolen property, or other unauthorized items described in
the first paragraph of this Policy or the removal of Company property to law eoforcement officials and to tum over to the custody oflaw enforcement officials any such item. GIBSON &
ASSOCIATES, INC. 
GIBSON & ASSOClA TES, INC. HAZARD COMMUNICATION PROGRAM General: In order to comply with 29 CFR 1926.59, the following written Hazard Communication Program (RCP) is to be implemented
for personnel of Gibson & Associates, Inc. The originals will be kept on file by the Chief Executive Officer at 11210 Ryliecrest, Balch Springs, Texas 75180. It will be used by all personnel.
The Chief Executive Officer will be responsible for ensuring the program is current and enforced. A copy of this program is to be made available to an employee(s) upon hiring, and a
copy will be supplied to any employee(s) upon request The Chief Executive Officer will be contacted when a copy ofthe program is needed The General Superintendent will be responsible
for ensuring that a copy ofthe program is available at all multi-employer worksites. The program will be updated when new chemicals or hazards are introduced into the working environment
and reviewed annually. The Project Superintendent will check all chemical purchase requests (PR) to be sure a statement requesting a Material Safety Data Sheet (MSDS) appears on the
purchase request (PR) before being processed. . CONTAINER LABELING: The Project Superintendent will be responsible for aU containers of hazardous chemical entering the wotkplace and
will ensure that the chemical containers are properly labeled with: Chemical Name; Hazard Warnings; and Name and Address ofthe manufacturer, importer, or responsible party. No container
shall be used until they have been checked by the Project Superintendent. If the chemical is to be transferred to a separate container, the Foreman will ensure that the new container
is properly labeled; i.e., that all secondary containers are labeled with an extra copy of the original mannfacturer's label or with a generic label wbich bas a block for identity and
blocks for the hazard warning. For help with labeling, please contact the Project Superintendent. The General Superintendent will review tbe labeling system annually and update as required.
The Project Project Superintendent will ensure that the pipe(s) are labeled and identified properly. The Project Superintendent will also inform employees ofthe hazards associated with
chemicals contained in pipes within the work area. MATERIAL SAFETY DATA SHEETS fMSDS) The Vice President of Field Operations will be responsible for obtaining and maintaining the MSDS
system for this company. The Vice President of field Operations will review incoming data for new and significant health/safety information and will ensure that the new information is
given to the affected employees. Copies of all MSDS will be kept by the Vice President ofField Operations and reviewed annually for accuracy and completeness of each MSDS. The MSDS shall
include: • Current master inventory list ofall MSDS indexed by numerical number to tha MSDS referenced on the inventory lists; • The identify used on the MSDS shall be the same as used
on the container label; • The chemical and common name ofall ingredients determined to present a hazard sball sball appear on all MSDS; • The physical and chemical characteristics ofthe
chemical including vapor pressure, flasb point, etc.; • The fire, explosion, and reactivity hazard(s) of the chemical mixture including the boiling point, flash point, and auto-ignition
temperature; • Health hazards ofthe chemical mixture including signs and symptoms ofexposure and medical conditions recognized as aggravated by exposure with primary route(s) ofentry;
• Permissible exposure limit (PEL) or any other exposure limit used or recommended by the manufacturer, importer, or employer; • Whether on carcinogen listing (NTP) or has been found
to be a potential carcinogen (lAAC listing) or by OSHA; • Control measures including fire, engineering, personal protective equipment; • General precautions for safe handling and use
including protective measures during repair and maiutenance and procedures for clean up of spills and leaks; • Emergency and first aid procedures; • Date prepared or changed; • Name,
address, telephone numbers ofmanufacturer. importer, or responsible party to call in an emergency. 
Hazard Communication Program Page 2 The originals will be kept on file by the Chief Executive Officer. The MSDS will also be part of the program for use by employees. Each foreman will
keep a current and up to date copy of the program on file. New chemicals shall not be used until a MSDS has been obtained. EMPLOYEE TRAINING AND INFORMATION Before starting work, the
respective foreman ofa new employee will go over their copy of the HCP and each MSDS applicable to their job and review with the employee any available handouts or litcratnre. Before
any new chemical is used, all employees will b.e infonned of its use, will be instructed on safe use, and will be trained on hazards associated with the new chemical All employees will
attend additional tralning as appropriate to review the HCP and MSDS.· Appropriate library r.rerence materials will also be discussed during the training ses.ion(s). . . The minimum
orientation and training for a new employee is as follows: • An overview ofthe requirements contained in. the Hazard Communication Standard, 29CFR 1910.1200; • Chemicals present in their
worl<place operations and this office; • Location and availability ofthe written HCP; • Physical and health effects ofthe hazardous chemicals listed on the inventory list ofthis program;
• Methods and observation techniques used to detennine this presence or release ofhazatdous chemicals in the work area; • How to lessen or prevent exposure to these hazardous chemicals
through usage of cOlitrollwork practices and personal protective equipment; • Steps laken by Gibson & Associates, Inc. to lessen or prevent exposure to the chemicals listed on the inventory
list; • Emergency procedures to follow if exposed to any chemicals; location of MSDS file and location ofhazardous inventory list; Prior to a new chemical hazard being introduced into
any section of the workplace, each employer will be given information and training as outlined in the attached Employee Training Guidelines by the General Superintendent who is responsible
for ensuring that MSDS on the new. chernical(s) are available prior to use. After attending the training class, each employee will sign a form to veritY that they attended the training,
that the written HCP was made available for review, and that helshe understands the HCP. Before entering an establishment, the Project Superintendent will ascertain what hazards they
may be exposed to and then take appropriate action to protect themselves. Ifthe employee has any questions about what protection they need, they will contact their supervisor hnmediately.
INVENTORY LIST OF HAZARDOUS CHEMICALS: The following is a list ofthe hazardous chemicals used in this worl<place. Further information can be obtained from the MSDS attached with this
program from the Vice President of Field OperatiollS. The originals will be kept on file by the Vice President of Field Operations at the main office. MSDS INDEX HAZARDOUS MATERlAL:
(name ofmaterial, etc.) Varies according to task. NON-ROUTINE TASKS: Before any non-routine task is performed, employees shall be advised andlor they must contact their supervisor for
special precautions to follow, and their supervisor shall inform any other personnel who could be exposed. (No non-routine tasks are known to exist at the time ofpreparation ofthis program.)
In the event such tasks are required, the General Superlntendent will provide the following information abon! such activity as it related to the specific chemicals expocted to be encountered;
• Specific chemical name(.) and hazard(s); • Protective personal equipment required and safely measures to be laken; • Measures that have been taken to lesson the hazards including Ventilation;
respirators, presence ofother employee(s), and emergency procedures.. . 
Hazard Communication Program Page 3 OTHER PERSONNEL EXPOSURE: (Contractors) It will be the responsibility ofthe General Superintendent to provide other personnel or outside contractors
with the following infonnation as follows: • Hazardous chemicals to which they may be exposed while in the workplace; • Measures to lesson the possibility of exposure; • Location ofMSDS
for all hazardous chemicals; and • Procedures to follow ifthey are exposed. The Project Superintendent will also be responsible for contacting .each contractor before work is started
to gather and disseminate any information concerning chemical hazards the contractor is bringing into the workplace and vice versa. The Project Superintendent will be responsible for
informing and training of employees fur potential exposure to chemical hazards from other contractors OD a multi..employer worksite. 􀁯􀁾􀁾􀀬􀁾􀀠(Signature ofEmployer) (Date) 
L GIBSON & ASSOCIATES, INC. SAFETY CHECKLIST Client Project NO:".u::I:.:IYlIIL____ Highway:County: . 􀁾􀁖􀁾􀁥􀁦􀁌􀀭􀀺􀁚􀁤􀀺􀀺􀁲􀁫􀁩􀁾􀁾􀀠Do you have a definite safely program? 2. Does
the program have the active and continued support ofcompany management? Yes 3. Has responsibility for safety been assigned to a specific top company official? 4. Do you make frequent
safety inspections ofoperations on the project? Does this include subcollttactOI's operations? 5. Do you discuss with your employees how to recognize and avoid unsafe conditions and
Pl'llctices related to their individual wode assignments? Are periodic safety meetings held with employees? 6. Are aU occupational injuries and illnesses investigated, recorded, and
reported? Yes 7. Do you keep currently informed on governmental safety regulations and standards? Yes Vice President I Safetv Officer􀀹􀁾􀁫􀀺􀁾􀁴􀁧􀁮􀁡􀁴􀁵􀁲􀁥􀀠and Position 
I GIBSON & ASSOCIATES, INC. SAFETY AND ACCIDENT PREVENTION POLICY GENERAl' STATEMENT' . The Management ofGibson & Associates, Inc. has always promoted Ihe philosophy that the Company's
ultimate SUCCess w'U be directly influenced by its ability to provide a safe and healthy wodcing enviromnqlt foc all employees. Because ofthis attitnde, new programs. directives, and
policies have been established to accomplish the desired resUlts. ' STATEMENT OF COMP,ANX POLlCY ANDOBJECITVES A. 􀁒􀁾aU supervisoly personnel to maintain an attitnde ofconstant vigilance
and cooperation with respect to accident preventi'ln. ' B. Accident prevention begins with the physical well being of the employee protecting him ftom injury and/or dea!h. Accidents
involving empl'lYees, vehicles. and propet1}' are rosily in terms oftime and 1IlOII6Y. C. Each superintendent and job foreman must be constanay aware of the possibility of accidents
occurring and do eveJYthing in hWher power t'l minimize such possibilities by detecting and eliminatingjob hazards. D. We must consistently maintain safuty mindfulness OIl the job. A
Safety Officer bas been appointed to assist supervisory persoDllel in controlling aecident exposures. It will be the sole responsibility ofeadl superinIen(Ient or foreman on each project
to actnaUy preve:ntjob iqjuries, The Compaoy expec!s good accident prevenliOll prneIices and procedures to be fullowed nt all tinJes. ACCIDENT PREVENTION PROCEDURE SAFETY RESPONSIBILITY
A. The responsibility for the administrati'ln of our saIi>ty program will be that ofthe Safety Offioor who is appointed by direccive ofthe President of the Company and Vlho answers directly
to the administtator ofthe Accident Prevention Progam. Directives issued by the SalJlly Officer in the name ofthe President are mandalotY and are effective at the time oftheir issuance.
Duties of the Safety Officer may be changed by directives of the President ftom time to time; however, hisIher basic duties shall include: 1. Selling supervisors and employees on the
pbilosopby pbilosopby that accident prevenliOll is a vital part of the CompanYs openltions and C3l1lIot be regarded as a lower priority issue to be given attention only wbeo 'lther activities
do not interfere. 2. ASsisriog supervisol)' per.;onnel in setting up w'lrkable accident preventi'ln programs to fit their particular operations.. 3. Making sure1hat complete records
ofall accidents and Iheir costs are kept. 4. Stndying and analyzing records in an effort to identify problem areas. 5. Preparing and distributing advanced written. insIrumoos to supervisory
per.;onnel regarding anticipated bazards associated with certainjobs to be d'lDe. 6. Keeping management infurmed ofaecident and cost records. 7. Supervising the reportingofaecidents
to insurance carriers and aU governmental agencies as required by law. 8. Helping supervisors setup individual deparlmeDt keeping procedures. 9. Wor!dng with aU peoonnel to keep the
progtanl funClioning. to. Reviewing and studying the Fedetal Government's Occupational Heallh and Safei}' Safei}' Act, as well as other laws pertaining to accident prevention, in order
to successfully instruct, advise. and assist SupervisolS in adhering to these rules tmd JegOIatiollS. ' RESPONSIBlLlTlESFOR EACB SUPERVISOR ,4SSUME RESPONSIBILITY FORACClDEtIT PRlWENTION
• A. The supervisor is the most important link in the 00aln. The prevention ofan accident sUC<leeds or tails according to the interest or efforts he or she potsforth. The supervisor bas a greater influence over his or her employees 1ban does anyone else in the 'lrganization; the supervisor demonstrates by his or her attitude and ronduct that
be or she 􀁳􀁵􀁰􀁾􀀠aecident prevention. The supervisor will convince his or her employees thnt it is a DecessaJ}' part oftheir w'lrlc 􀁾WIde win their support. Ifon the other hand,
the supervisor is opposed or indifferent t'l accident prevention, tile 􀁾􀁡􀁾􀁴􀁵de will be evidenced by his or her employees. .Therefore, it is mandatOl)' that all supervisors maintain
a poslltve attitU and approach toward the carrying out ofour Accident Prevention Progrnm. 
Safuty & Accident Prevention Policy Page 2 2. SELECTING THE NEW EMPLOYEE A. Each supervisor will select the best available man or woman for the job at hand, whenever practical. B. Require
each new employee to read and sign the Company's Safety Policy. Answer any questions the new employee May bave in an effort to insure that his employee understands the Company's Safety
Policy. 3. INDOCTRINATING & TRAINING THE NEW EMPLOYEE A. Make the employee feel at ease and at home. B. Let the employee know that the Company has an interest in his welfure. C. Explain
the Company's attitude toward accident prevention and what is expected of the employee. D. Explain that the Company provides safety equipment and that employees are expected to properly
care for and use their equipment. E. Explain that all iljjuries, no matter how minor, must be reported at once to the employee's immediate supervisor. F. Inform the new employee ofthe
location for and availability offirst aid treatment. G. Put the new employee with an experienced employee fur initial on-the-job. training. H. Explain to whom employees should go to
for assistance in implementing safe working practices. I. Follow up at intervals to show a new employee that you have an interest in him and to insure that safe working practices are
being followed. J. Initiate ajob hazard analysis (JHA) prior to each phase ofwork or task to instruct each employee ofpossible hazards. 4. ACCIDENT REPORTING AND INVESTIGATION A. Each
supervisor will contact the Safety Officer to report aU accidents. Each supervisor will document in writing aU accidents with proper forms supplies by the Safety Officer B. Report all
cases where injured employees require the treatment of a doctor to the Safety Officer. C. Investigate each accident immediately to determine the cause and what measures should be implemented
to prevent a re-occurrence. This information is to be given In writing to the Safety Officer. D. Ifan employee is seriously injured, notify the Company's main office immediately. E.
All accidents/injuries will be reviewed by the Safety Committee to determine possible unsafe conduct by an employee or unsafe working conditions. 5. EMPLOYEESAFETYMEEDNGS A. Weekly safety
meetings will be held on each project. Special emphasis should be placed on such meetings prior to the commencement of extremely hazardous work or when job conditions change. R Meetings
should be brief, generally not to exceed fifteen minutes. C. Materials for safety meetings will be furnished by the Company or other sources through the Safety Officer. Topics ofdiscussion
will be at the discretion of the supervisor. 6. INSPECTION OF HAND TOOLS. LADDERS. SCAFFOLDS. EOUIPMENT, BARRICADES AND OTHER FORMS OF WORKER AND PUBLIC PROTECTION A. Perform periodic
inspection ofsuch items to insure the safe working conditions of tools and equipment for the EmPloyees and maintenance ofsafe job site conditions with respect to the general pUblic.
. B. Report all defective equipment to the employees' supervisor. C. Other defective or unsafe conditions shall be immediately corrected or reported to the proper authority responsible
for the corrections. 7: HOUSEKEEPING A. Good housekeeping is a must; a place for everything and everything in it's place. R Stress good housekeeping in safety meetings. C. Waste material,
boards, lumber, etc., to be kept cleaned up at all times. D. Equipment is to properly parked at the end of each day and left in the best possible secured manner; i.e., locked, Barricaded
ifneeded, properly spaced for fire control, etc. E. Tool houses and field offices to be kept neat and dry. F. Company vehicles wi!! have cab areas and bed areas maintained In a neat
and orderly condition. G. All equipment will be kept free oflrash and in a sightly condition. 
Safety & Accident Prevention Policy Page 3 8. PERSONAL PROTECTIVE EQUIPMENT A. Each employee must use the protective equipment needed fur his or her particular job. B. See thst every
employee uses the proper equipment provided when doing work requiring special equipment. C. Hard hats, safety glasses with side shields, and leather sboes (no tennis sboes) will be worn
by all employees or visitors on the job sites. . D. Make periodic inspections to verify that protective equipment is being properly worn and is in satisfactory condition. B. Fire extinguishers
as required may be secured from the Company and inspections will be made periodically 10 insure thsl they are in proper working order. F. Personal protective equipment as required under
the Occupational Health & Safety Act sball be available and in proper working condition on all projec"': 
GIBSON & ASSOCIATES, INC. Engineers and Contractors 11210 Ryliectost p, O. Box 800579 Balch Springs, Texas 75180-0579 972/557·1199 FAX 557·1552 July 2, 2004 Town of Addison Service Center
16801 Westgrove Dr. Addison, Texas 75001 Re: ACTC Cut Through Dear Sir: Enclosed please find three copies ofour proposed mix designs for the 3000 and 4000 psi concrete to be used on
the above referenced project. If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁦􀁾􀀠Patricia Blackburn Contract Manager

1341 West Mockingbird lana· Dallas, Texas 75247·972.647.6700. www.txi.com June 30, 2004 Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, 1X 75180-0579 Attil: Ms. Trish Blackburn
RE: ACTe Drive Morris Avenue & Addison Road -Addison 8272 8274 The attached concrete mix designs utilizing the appropriate ASTM C-33 01' ASTM C-330 aggregate are proposed for use on
the above referenced project for ready-mixed concxete to be furnished by TXI. TXI certifies that the above mix designs, when ordered by specified design identity; and delivered by TXI,
will meet or exceed the indicated design strength at the designated age When tested in accordance with the applicable and cUIIent ASTM Standards C 31, C 39. C 78. C 172, C 293, applicable
provisions of C 94, and evaluated in accordance with applicable provisions of the ACI Building Code. TXl would like to be included on your mailing list to receive all test reports. ASTM
e 94 entitles a manufacturer to receive copies of all test reports when strength ofconcrete is used as a basis for acceptance. Contact us ifyou have any questions or require any additional
information. Please notifY TXI of approval of the proposed nrix design prior to its use. Failure to notifY us prior to first placement shall constitute acceptance. To ensure that the
proper mix design is ordered, please send a copy ofthis letter, after approval, to the above referenced project to be used by the person ordering the concxete for this job. The information
contained in this" submittal is confidential and the exclusive property of TXI. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent ofTXI.

j 
GENERAL NOTES Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipe with as few 90 degree angles
as possible. 3. Samples for slump and strength tests should be taken at discharge end ofhose for strength guarantee to be valicL . , 4. . To prime pump lines, aminimum of8.0 sack grout
is recommended for lubrication. In the case ofstrength concrete, equivalent strength grout should be used ifthe grout remains in the placement. S. Pwnp mixes are based on minimum cement
content pumped at ground level. As pump line increases in length or height and/or layout configuration changes, mix design modifications may be required to assure strength and pumpability
at additional cost to the contractor. 6. TXI cannot control, and is therefore not responsible for excessive loss of entrained air content when loss occurs as a result ofboom configuration
or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow ofconcrete through the entire length ofpipe and do not subject concrete to free
fall. 7. The term "pumpable concrete" refers to concrete which is capable ofbeing transported through an apparatus which forces concrete to the placing position through a pipeline or
hose as long as the recommendations indicated above are followecL The term "pumpable concrete" does not relate to concrete proportioned in a particular manner or containing a specific
type ofproduct. Strength oflightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 􀀵􀀶􀀷􀁾􀀰􀀱􀀮􀀠as referenced in section 8.1
of ASTM Specification C 330. Unless otherwise indicated, when ilieconcrete temperature at point ofplacement exceeds 90 degrees Fahrenheit, TXl will guarantee the strength performance
ofthe mix design(s) herein submitted up to a ma:timumplacernent temperature of 100 degrees Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as long as the concrete is placed
within 75 minutes from batch time. Unless otherwise indicated, strength ofplain concrete guaranteed up to a maximum placement temperature of85 degrees Fahrenheit. We are enclosing all
available back up data for the referenced mix design(s). Ifthe strength information is not available, or is insufficient, confiunation tests may have to be conducted by your laboratory.

'l'XI PROPRIETARY AND CONFIDENTIAL AGfCDrive Morris Avenne & Ad<lisoll Road -Addison Mlx#: 8272 Description: 5.00SKADMIXIAEA IltCS Strength: 3000 psi (i:ij 28 Days -AS REQUIRED Maximum
Size Coarse Aggregate: 1" -#4 CRUSHED STONE Maximum Water/Cement Ratio: 0.5491bsllb CementiCementitious Content: 470 Ibs (per cubic yard) Design Slump: 3.oolnehes Air Entraining Agent:
􀁁􀁓􀁔􀁍􀁃􀁾􀀲􀀶􀀰􀀠 Admixture: ASTM C·494 Type A or D MATERlAL QUANTITIES PER 1.0 CUBIC YARD AT S.8.D 4701bs. ASTM C 150 TYPE IJII CEMENT 18401bs. 1" -#4 CRUSHED STONE 1352 lbs. CONCRETE
SAND 2581bs. or 31.0 Gallons ofWater 2.0 to 4.0 ozlewt ofASTM C-494 Type A Specified Air Content: 3.0% 􀁾􀀠6.0% Placement Slump: 3.00 +or· 1.00 inches Mix Design Proportions and specifications
are confidential and proprietary trade secrets ofTXl. Any Use or dissemination without pennission is a Violation offederal criminal law. i I GIBSON & ASSOCIATES, INC. 11 I Approved I
I Approved as noted I Disapproved Date 1(ulJ{ By (1j Page 3 
Txt PROPRIETARY AND CONFIDENTIAL ACTCDrive Monis Avenue & Addison Road -Addison Mix#: 8274 Description: 6.00SKADMIXlAEA lUCS Strength: 4000 psi {iiJ 28 Days PAVING Maximum Size Coarse
Aggregate: 1" -#4 CRUSHED STONE Maximum W&ter/Cem.ent Ratio: 0.457 Ibsllb CementlCementitious Content: 564 Ibs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent: ASTMC-260
Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.s.D 5641bs. ASTM C 150 TYPE I1ll CEMENT 1840 Ibs. 1" -#4 CRUSHED STONE 1273 Ibs. CONCRETE SAND 2581bs. or
31.0 Gallons afWater 2.0 to 4.00zlcwt ofASTM C-494 Type A SpecUiedAir Content: 3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches MixDesign Proportions lind specifications are confidential
and proprietary trade secrets ofTXI. Any Use or dissemination wiThout permission is a violation offederal c:riminallaw. Page 4 
􀁾rnDtJS1:lUU 􀁃􀀺􀁾􀁾􀁦􀀮􀀺􀀠DESiGN 􀁾􀁾􀀱􀀧􀁏􀀧􀀮􀁎􀀠Dtittt: 08/30/04 .. !:It::oltil!tie$ 􀁃􀁯􀀽􀁰􀁕􀀮􀁾􀀠From l'nd.::ipAAde'llt 􀁌􀁾􀀺􀁲􀁬􀀡􀁴􀁯􀁸􀁹􀀠'!'e!!lt Sped.mot\a ** 􀀧􀁦􀁥􀁬􀀱􀁴􀁰􀁥􀁲􀁾􀁬�
�􀀺􀀮􀁵􀁲􀁡􀀠􀁦􀁬􀁡􀁮􀁾􀀠Number (Fahrcnh9it) 􀁾􀁩􀁥􀁮􀁴􀀠􀁃􀁯􀁮􀁣􀁾􀁥􀁴􀁾􀀠􀁐􀁬􀁡􀁃􀁾􀀶􀁮􀁴􀀠Slump (in) Percent of Air -........-_...PSI 1 2S n.,y FSI 2 ... ------.. PSI AVG Cwnulati..,.
􀁁􀁾􀁥􀁲􀁡􀁧􀀨􀀡􀀠. Movinq Avg ot 3 Ra.tl9f'1 1 , 03/09/0. 03/09/0, .. .0 57 n 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠co 51 􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠5.00 1.75 􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀠5.51Ji 5.6\ 46'0 ,090 4650 4350
>i61<1 .1:2;0 4'70 (H5 '0 260 3 , 03/09/0< 03/09/04 .0 '0 .& 50 􀁾􀀬􀀠., 5.00 •• 00 •• 2\ •. 0\ "30 4:27D 4510 uso 4630 4210 4507 1433 4507 431:3 200 120 5 6 7 a 9 􀁾􀁏􀀠03/09/04 03/U/O.
",It./O' 03/15/04: 03/15/04 03/2U04 1Z .0 .5 31 n6. 58 62.2 6. 68 •• '0 70 59 LOO S.OO '.00 5.00 t.oo NIA 4.2\ 4. (i\ 4.1t 4.9'\ N/A 4650 3800 3540 3910 4430 HOC .e.o 3960 3640 .000
'3<0 14S0 ('145 39ao 3590 3.955 nBs 4425 4495 4393 427$ 4238 42,)4 4271 ....S 4218 4218 40072 380a .3977 .255 190 160 100 '0 90 SO 11 12 03125/04 03/29/04 .0 63 12 72., IL25 5.00 i):.
2\ NIA 3MO i22.0 3110 4490 3BOO 43S$ 4228 4239 42()3 4193 􀁾􀀸􀀰􀀠Z70 13 14 15 03/2.Q/O. 03/2.9/0,. -03129/0" .0 ,0 ,0 72'.19 67 737, 5,5<1 0.25 S.50 N/" N/A N/A 4140 U10 '1.200 4150
4010 3920 4145 4090 4060 4732 4221 4211 4iOO .191 4098 10 160 280 16 03/251/04 '0 73 68 5.00 N/A H20 4300 U60 .2;Z0 4170 120 ",. " 20 21 03;29104 04/13/04 04/13/04 04/U/04 04/19104 ,0
47 12.8 58 657. 70 66 sa 5, eo 78 5.25 􀁴􀁾􀁉􀀺􀁏􀀠1.25 5.00 5. 75 NIA 4,&t L5t 4.5t 5.3\ 4520 5020 4560 􀀳􀀱􀀳􀁾􀀠4660 ..60 5010 43'0 3.3iO 4'00 4490 5045 (465 3235 .630 4236 4281.
4291 .238 42Sfi 4303 '632 4&67 424$ 4110 60 so,.0 210 60 22 04/20/04 70 75 4.00 4.h 4420 4620 .520 usa 4128 200 23 04/2J,j04 " 76 7.00 5.6% 3130 3630 3680 4243 .277 ,00 2. 2'2. 0./2.1/04
04/23/04 04n$/04 73 " 79 ,. 7.., 5.£00 5.2& •• 50 4.39: 5.6, 4.S. 􀀳􀁡􀁾􀀰􀀠4260 4020 􀀳􀁓􀁾􀀰􀀠40'10 3930 3945 ,,65 3$J75 • .us 􀀴􀁾􀀲􀁩􀀠42U 4015 39'97 399. 10 190 90 2? 28 2' 􀁏􀁾􀀯􀀰􀀰􀀵􀀯􀀰􀀮􀀠0
5/H/O. 05/12/04 ,. 74 70 7. 7. 12 5.00 &.00 5.00 4.o" a/A NIA 3eso .0aD 39110 3e9O 4160 4010 3885 H20 3975 4202 4199 4ltl 4008 3993 3993 to eo '0 30 05/14/0. " .2 {,25 5.0, 3700 3120
3110 41'15 393. 20 68 11 
COMMENTARY OF 􀁓􀁔􀁁􀁾􀁉􀁓􀁔􀁬􀁃􀁁􀁌􀀠􀁅􀁖􀁁􀁌􀁖􀁁􀁾􀁉􀁏􀁎􀀠OF 􀁃􀁏􀁎􀁃􀁒􀁅􀁾􀀠DESIGN RESULTS Mix Num: 8272 Strength: 3000 􀁰􀁳􀁾􀀠@28 Days Paragraph 5.S of ACI 318-02 provides that
as data becomes available during construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available
and average of test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test result$ are available
and average of test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average strength has been
calculated using a standard deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'er '" F'e + 1. 34 (SD)
;::, 3000 + 1. 34 ( 393 ) 3527= F'cr F'e +2.33(SD) 500 '" = 3000 + 2.33( 393 ) -500 = 3416 SUMMARy OF OF 􀁓􀁾􀁔􀁲􀁓􀁔􀁬􀁃􀁁􀁌􀀠ANALYSrs 28 Day Test Data Number of Tests.........................•
30 Maximum Value ........................... . 5045 psi Minimum Va1ue ........................... . 3235 psiRange ................................... . 1810 psi Average Strength......................
.. . 4175 psiStandard Deviation...................... . 393 psi Required Average strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1.............. . 3527
psiDesign excess beyond code requirements .. . 648 psi 
j j j j j j j j j j j j j j j j j j j j 
TEXAS 􀁬􀀺􀁎􀁄􀁕􀀬􀀹􀁾􀁓􀀠CQNCUn D.E:m::CN 􀁾􀀧􀁄􀀧􀀮􀁬􀁜􀀧􀁮􀁏􀁎􀀠Dab: 06"/30/04 ... 􀁓􀁴􀁩􀁬􀁬􀀮􀁴􀁩􀁬􀀤􀁴􀁩􀁾􀀠􀁃􀁏􀁬􀁊􀁬􀁰􀁩􀀮􀁬􀁾􀀠F:ccm rnd-opondent: I.al:u>r6.1=t:iry 􀀡􀁬􀀧􀁥􀀤􀁾􀀠􀁓􀁰􀁾􀁃􀁬�
�􀀠u 􀁔􀁥􀁴􀁴􀁬􀁐􀂢􀀺􀁣􀁡􀁴􀁵􀁲􀁾􀀠1 Dati! 􀁾......􀀭􀀭􀀭􀀭􀁾􀀠􀀰􀀲􀁊􀁬􀁡􀀯􀀰􀁾􀀠PlAnt NUlnbe:c -..---_. 􀀨􀁆􀁡􀁾􀀦􀁮􀁨􀁥􀀱􀁴􀀩􀀠􀁾􀁩􀀨􀀩􀁮􀁴􀀠􀁃􀁯􀁮􀁣􀀮􀀺􀁲􀁾􀁴􀁥􀀠--..----------...
60 p18cem.ant. SlUl'llp{in} -----,--..4 :00 POl:'eQnt of 􀁾􀁵􀁲􀀠----...---5.0\ 􀀭􀀭􀁾􀀭􀀭􀀭􀀭PSI 1. 􀀴􀀴􀁾􀀰􀀠28 Day PSI 2 4120 ..------PSI AVG' 􀁾􀀭􀀭􀀭􀀭􀀭􀀭4305 Cuml,llatl.,?= Anra<;e
----------.tJoa Ho..,inq Avq Qf 3 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠. l\a.nge 370 2 02119/04 .3 •• 7S 5,'26 H/F;. 5400 $190 􀀵􀀲􀁾􀀵􀀠4800 210 3 02J19/04 10 2.00 5.2iII nao 47),0 4'71$ .082 4'82 '0
4 􀁏􀁾􀀯􀀱􀀹􀀯􀀰􀀴􀀠42 sa 72 6.00 HI" SOO '350 S'ZO 1941 5153 140 S 02119/04 40 62 66 4.50 S.4\ 4500 48:::0 46£0 1885 un 320 6 7 02/20/0' 02/20/04 20 .2 " .S 4,50 6.00 4,7.\ N/A 4a90
54eO 4900 5240 4895 5360 U{n 4954 4992 19'22 10 240 a •,. 02/24/04 03/02104 03/03/04 4J 4J 4J 43 so n 62 60 •• 67 5.00 5.50 ••00 M" 5.!!\: H/F;. 5960 5030 5700 5?10 5530 55GO 5935 5:;05
5,630 S011 5102 5155 5397 .533 5623 50 .50 140 11 03J05J04 4J 71 7S 6.00 Nil, 5190 SOJO 5105 SUIO 􀁾􀀳􀀧􀁬􀀱􀀠150 12 03/08/04 43 75 3.25 N/A 4520 4320 H20 5Mo 50.2 lOO 13 03/09!0. .2
67 12 3.00 4.5\ 53eO 5310 5315 5109 1!}.5? '0 1< 03/10/04 'J 72 74 S.OO 3.9.\ 5210 52'lO SUS Slle 4997 30 15 03124104 73 5,00 4.:2' d120 4790 4755 5093 Sl08 70 16 03121/04 43 69 n 4.50
5·5' sua 4g10 5040 S090 5007 140 17 03/:::6104 77 5.,3 :1.B" 4,400 4'leO 4HO 5052 4715 eo 18 03/3010' " 4:00 5.S\: 5290 5190 S2:::iO 6052 ,903 100 19 04101/04 65 5 4.40 HI" 4380 4300
4310 Sou 4ii70 eo '0 04/02/04 ao 4.00 6.1\ 5230 5140 S160 5032 491' 00 21 04/12/04 6. 4.15 3.9' 5300 5140 5220 5040 .,13 160 >2 04/14/()4 ?9 4.S0 4.n 􀀵􀀰􀁾􀀰􀀠4;120 49'10 so:n 5133
100 23 0./Z9/04 76 5.50 4.In 4310 43'10 4340 S001 4ail ao 2. <1'4/28/04 7S &.00 $.1\ 4320 .350 1335 4919 4546 30 25 04/2$/04 7S S.Ot) S." 4280 ,530 4405 495£ 4360 250 26 <1'5/03/04 82
5.00 5.5' 4390 4330 4360 4933 ,367 60 27 05/03/04 75 4.15 S.Ot '250 4050 4150 .. 904 i305 200 26 OS/03/04 •• 5.00 5.0' 469"0 41$50 1610 46915 􀀧􀁩􀀳􀁾􀀳􀀠.0 2. OS/03/04 n 5.00 4.3' USa
4'90 1?2-o 4890 4S13 140 30 as/Ol/04 70 4.'5 ".5\ ';'0 41:;90 5090 4891$ 4821 '00 70 5.H 
COMMENTARY OF STATISTICAL EVALUATION OF 􀁃􀁏􀁎􀁃􀁒􀁅􀁾􀀠DESIGN RESULTS Kix Num: 8274 strength: 4000 psi @28 Days Paragraph 5.5 of ACI 􀀳􀀱􀀸􀁾􀀰􀀲􀀠provides that as data becomes available
during construotion, the amount by which (F'cr) must , ' exceed the specified'value of (F'o) may be reduced, provided: (a) 30 or more test results are available and average of test results
􀁥􀁾􀁣􀁥􀁥􀁤􀁳􀀠that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test results are available and average of
test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with section 5.3.1.2. The required average strength has been calculated using
a standard deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Seotion 5.3.1.2 and is the larger value of these calculations: :l<li"cr FIe + 1. 34 (SD) =, 4000 + 1.34(
460 ) 4616'" F'cr = F'c + 2.33(SD) 500 4000 + 2.33( 460 ) -500'" '= 4571 􀁓􀁾􀁙 OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests ......................... . 30 Maximum Value
...........................• 5935 psiMinimum Value ........•......•............ 4150 psi Range .................................•.. 1785 psi Average strength........................
. 48;16 psi standard Deviation...................... . 460 psi Required Average Strength to satiSfy minimum probability conditions of ACI 318-02 section 5.3.2.1 .............. . 4616
psi Design excess beyond code requirements .. . 280 psi 
MIDLOTHIAN CEMENT' 245 Ward Road' Midlothian, Texas 76065 • www.txi.com SPECIFICATIONS Portland Cement Type 1111 (Low AlkalO P"S.T.M. 􀁃􀀱􀀵􀁑􀀮􀁏􀁾􀀠Jeff Wendel , being duly swom deposes
and says: thai he is Quality Services Manager of TXI Midlothian Cement Plant, who prepared the above report of tests and that the sarne Is true and correct. Subscribed and sworn to before
me on this dale: 06109/04 􀁑􀁾􀁩􀁣􀁥􀁳Manager ,/
Grace Construction Products W.R. Grace & Cu. -Conn.GRACE 4323 Crites Street Houston, TX 77003 713-223-8363 www.graceconstruction.com 1/1912004 Victor H. Villarreal TXI Operations. LP
1341 W. Mockingbird Lane Oalias, Texas 75247 Project Name: All Projects Product Selected: Daravalr® 1000 This Is to certify that the Daravair® 1000, a(n) Air-Entraining Agent. as manufactured
and supplied by Grace Construotion Products, W.R. Grace & Co. -Cann., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: M154. DaravalPID
1000 does nat contain calcium chloride or chloride containing compounds as a functional Ingredient. Chloride Ions may be present In trace amounts contributed from the process water used
in manufacturing. The foregoing is in addition to and (lot in substitUtion for our stantiard Conditions of Saie attached. .4 􀁾􀀠,/__.. _./1 r -;' /" h ....._'-.. 􀁌􀀮􀀮􀀮􀀮􀀮􀀻􀀺􀀺􀀯􀁾􀀠C.
􀁾􀁾􀀭􀀭􀀧􀀢􀀧􀀭􀀼􀀾􀀠Fred E. Hightcwer South Western Regian T <schnleal Sef"/icas Manager 
Grace Construction Products W.R Grace & Co. -Conn.GRACE 4323 Crites Street Houston. TX 77003 713-223-8353 www.graceoonstructlon.com 1/19/2004 Victor H. Villarreal TXI Operatlpns. LP
1341 W. Mockin>jbird Lane Dallas, Texas 75247 Project Name: All Projeots Product Selected: Oaratard® 17 This Is to certify that the Dar<ltard® 17, a(n) Retarder, as manufactured and
supplied by Grace Construction Products. W.R, Grace & Co. -Conn., is formulated to comply with the Specillcatlans for Chemical Admixtures for Concrete, ASTM: C494. Type 0 AASHTO; M194.
l)ipe D. Oaratard® 17 does not contain calcium chloride or chloride containing compounds as a functional Ingredient. Chloride ions may be present in trace amounts contributed from the
process water used In manufacturing. The foregOing is In addition to and not In substitution for our standard Conditions of Sale attached. 􀁾􀀧􀁴􀀭􀀴􀀮􀁤􀁬􀀮􀀠<£ 􀀴􀁾􀀠Fred E, Hightower
South Western Region Technical Services Manager 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: Q;!f11/2004 Production Facility: TXI MILL CREEK Designation; C57 Grading Designation: .ASTM !G33 1" #4 project:
Sample location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIREO % RETAINED SPECIFicATION % PASSING 2.D" 1.5" 0 100 0 100 1.D" 3.40 96.60 0-5 95-100
%" 24.87 75.13 y.' 61.00 39,00 40-75 , 25-60 3/8" 7B.OS 20.94 #4 95.66 4.34 90 -100 0-10 #8 98.73 127 95-100 0-5 #10 #16 #30 #40 #50 #100 #200 PANWT. Fineness Modules: 1.9 100% of 6
tests: Size: 57 PLANT; TXI MILL CREEK 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 05(12/2001 Production Facility: IXI BELL SAVOY (WADEl Designation: C33 ,Grading Designation; ASTM C§3 FINE AGG.
. Project: •...·All TESTS..•.. Sample Location: SieVE SIZE CUMULATIVE WT. RETAINED CUMULATNE % RETAINED CUMULATiVE .,{, PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5"
1.0' 􀁾􀀸􀀠M." 3/S0,00 100.00 0 100 #4 2.19 97.81 0"5 95 ·100 #8 10.87 89.13 0-20 80 -100 #10 #16 20.64 79.36 15·50 50·85 #30 41.41 58.59 40· 75 25· 60 1140 #50 , 77.77 22.23 70-90 10-30
#100 96.23 3,77 90 -98 2 ·10 #200 99.56 1.44 PANWT. Fineness Modulus: 2.5 M. C_ Decant S.l!:. 100% of tests: 26 Size: 33 PLANT: TXI BELL SAVOY Job: ,..····ALL JOBS........ 
1341 W.st Mocklngbird lana· Dallas, roxas 75247 • 972,.647.6700. www.txLcom June 30, 2004 Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 Attn: Ms. Trish Blackburn
RE: ACTC Drive Moms Avenue & Addison Road -Addison 8272 8274 The attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate are proposed for use on !he
above referenced project for ready-mixed concrete to be furnished by TXt TXI certifies that the abo"l'e mix designs, when ordered by specified design identity, and delivered by TXI,
will meet or exceed the indicated design strength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable
proYisions ofC 94, and evaluated in accordance with applicable prOvisions of!he ACI Building Code. TXl would like to be included on your mailing list to receive all test reports. ASTM
C 94 entitles a manufacturer to receive copies ofall test reports when strength of concrete is used as a basis fur acceptance. Contact us if you have any questions or require any additional
infonnation. Please notify TXI ofapproval ofthe proposed mix design prior to its USe. Failure to notifY us prior to first placement shall constitute acceptance. To ensure that the proper
mix design is ordered, please send a copy ofthis letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. The infonnatiQu
contained in this submittal is confidential and the exclusive property of TXT. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent ofTXI.

GENERAL NOTES Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep lUbber hose to absolute minimum length and plan pipe with as few 90 degree angles
as possible. 3. Samples for slump and strength tests should be taken at discharge end ofhose for strength guarantee to be valid. . . 4. To'prime pump lines, a minimum of8.0 sack grout
is reoommended fOI lubrication. In the case ofstrength concrete, equivalent strength grout should be used ifthe grout remains in the placement. S. Pump mixes are based on minimum cement
content pumped at groUnd level. As pump line increases in length or height andior layout configuration changes, mix design modifications may be required to assure strength andpumpability
at additional cost to the contractor. 6. TXI cannot control, and is therefore not responsible for excessive loss of entrained air content when loss occurs as a result ofboom configuration
or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow ofconcrete through the entire length ofpipe and do not subject concrete to free
fall. 7. The tenn "pumpable concrete" refers to concrete which is capable ofbeing transported through an apparatus which forces concrete to the placing position through a pipeline or
hose as long as the recommendations indicated above are followed.. The tenn "pumpable concrete" does not relate to concrete proportioned in a particular manner or containing a specific
type of product. Strength oflightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of ASTM
Specification C 330. Unless otherwise indicated, when the concrete temperature at point ofplacement exceeds 90 degrees Fahrenheit, TXl will guarantee the strength performance ofthe mix
design(s) herein submitted up to a maximum placement temperature of100 degrees Fahrenheit using an ASTM C 494 Type)) retarding wateNeducer, as long as the concrete is placed within 75
minutes from batch time. Unless otherwise indicated, strength ofplain concrete guaranteed up to a maximum placement temperature of85 degrees Fahrenheit. We are enclosing all available
back up data for the referenced mix design(s). Ifthe strength infonnation is not available, or is insufficient. confiunation tests may have to be conducted by your laboratory. 
TXI PROPlYETARY AND CONFIDENTIAL ACl'CDtive MorrisAvenue & Addison Road -Addison Mix#: 8272 Description: 5.00SKADMlXIAEA I"CS Strength: 3000 psi (i'ij 28 Days . . AS REQUIRED Maximum
Size Coarse Aggregate: I" -#4 CRUSHED STONE Maximum Water/Cement Ratio: 0.549 Ibs/lb CemenrlCementitious Content: 470 100 (per cubic yard) Design Shnnp: 3.00 inches Air Entraming Agent:
ASTMC-260 Admixture: ASTM C·494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 470 lbs. ASTM C 150 TYPE I/II CEMENT 1840 lbs. 1» -#4 CRUSHED STONE 1352 lbs. CONCRETE SAND
258 Ibs. or 31.0 Gallons ofWater 2.0 to 4.00zicwt ofASTM C-494 Type A Specified Air Content: 3.0% -6.0% Placement Slump: 3.00 + or· 1.00 inches Mix Design Proportions and specifications
are confidential and proprietm:y trade secrets ofTXl. Axty Use or dissetni:oation without permission is a Violation offederal criminal law. GIBSON & ASSOCIATES, INC. X Approved Approved
v,a noted -Disapproved-Date 􀁪􀀨􀁾􀀴􀀶􀁴􀀠lfL􀁂􀁾􀀠Page 3 
TXI l'ROl>RIETARXAND CONFIDENTlAL ACfCDrive Morris Avenue & Addison Road -Addison Mi:x#: 8274 Description: o.OOSKADMIXlAEA l"CS Strength; 4000 psi (oj 28 Days PAVING Maximum Size Coarse
Aggregate: 1" -#4 CRUSHED STONE Maximum Wliter/Cement Ratio: 0.457 lbsllb Cement/Cementitious Content: 564lbs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent: ASTMC-260
Admixture: ASTM C494 Type A or D MATERIAL QUANTITIES PER 1.0CUBIC YARD AT S.S.D 564lbs. ASTM C 150 TYPE II1I CEMEN'r 18401bs. 1" -#4 CRUSHED STONE 1273 lbs. CONCRETE SAND 2581bs. or3l.0 Gallons of Water 2.0 to 4.0 oz/cwt ofASTM C-494 Type A Specified
Air Content: 3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches Mix Design Proportions and Specifications are confidential and proprietary ttade secrets ofTXI. Any Use or dissemination
without permission is a violation offederal criminal law . 􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀱􀀠􀁃􀁾􀀻􀁂􀁓􀁃􀁉􀀧􀁾􀀠ct: 􀁢􀀮􀀬􀁓􀀵􀀰􀁃􀁾􀀱􀁾􀀧􀁲􀁓􀀵􀀬􀀠InC. Page 4 
'1'EXh9 􀁴􀁎􀁴􀀱􀁏􀀤􀁾􀀠Q::ltt01U'E; DS:BJ:GN :tWu.OAflCtN Date: 06/30/04 ** 􀁂􀁣􀁾􀁴􀀱􀁾􀁴􀁩􀁥􀀤􀀠􀁃􀁯􀁭􀁰􀁩􀁬􀁾􀀠From 􀁉􀁮􀁤􀁑􀁐􀁾􀁀􀁮􀁴􀀠􀁌􀁾􀁲􀁾􀁴􀁾􀀠􀁾􀁥􀁾􀁴􀀠􀁂􀁰􀁾􀁂􀀠** 28 Day
'!fU;t Data 7emp*,:r:uturf! 􀁾􀁬􀁡􀁮􀁴􀀠(Fahrenheit) 􀁐􀁬􀁡􀁣􀁾􀁥􀁮􀁴􀀠􀁐􀀴􀁲􀁾􀁮􀁴􀀠-_......-.. -28 I'll:iy ... ------.. CUlru.Ililt.ive 1 03/09/0. Number .0 hlb1fUl.'C ConCret. Slump(ln)
--:-..----......-----..57 .. 5.00 of Air ---... _--S.51 PSI 1: ..--'--. 4690 PSI 2' 46.50 PSI AVG (6'10 Averatj•.. uno 40 2 03/0./0l 40 61 66 4.1$ 􀀵􀀮􀁾􀀧􀀠4090 4350 4:220 4t4S 260
3 03/09/04 .0 6& 66 $,00 6.2' 4130 U30 '630 4S07 4507 200 OJ/M/04 .0 .0 51 •• 00 6.0t 4270 4150 4210 4433 1353 120 • 6 03/09/04 03/U/04 12 .0 n 66 .9 6a 4.00 !t.OO N/" 4.2\ 4650 3S00
4610 3960 4'14'5 3fUI0 4495 4393 4528 4278 190 150 7 • 9 03/15/04 03/15/04 03/15/04 36 sa 6. 56 70 70 6.00 5.00 4.00 4.n 4,l,t: 4.'" 􀁬􀁓􀁾􀁏􀀠3UO 4430 3640 lOOO 4J40 3590 395-5 4385
421S 423S 4254 4012 3S09 3§i7 lOa '0 '0 10 03/22104 31 s. 59 NIl\. «00 44S0 44'25 4211 425S ,0 11 12 03/2.5/04 03/2.9/04 .0 63 72 12 ., 6.25 s.oo 6.2:' "/A 389. 42'20 3110 4490 3aoo
4355 4228 U39 4203 HS:; lBO 2?0 13 l4 15 03/29/04 03/29/04 'Ol/29/04 '0 •• .0 72 76 79 67 73 ?4 5.50 $.25 5.50 H/" NIl\. "'" 4140 HiO 'i200 4150 4010 3920 4145 (090 4060 4232 4nl 4211
HOO US' 4099 10 160 280 ,. 17 ,. 19 0:312$1/04 􀀰􀁾􀁮􀀹􀀯􀀰􀀴􀀠04/13/04 04/13/04 .0 •• 73 5. .5 68 66 '8.. 5.00 S.25 􀀴􀁾􀀧􀁳􀀰􀀠1.2:'s N/l, H/A 4.&\ 4.$' H20 4520 5020 4560 4300 4460
50'10 4370 4360 4490 S045 .465 4220 4236 428.1. 4291 4170 4303 4632 4661 120 50 SO ,.. 20 04/11>/04 75 eo 5.00 'L5\ 3130 3340 3235 4239 42d 210 21 04/19/04 70 '8 5.1$ S.3' 4660 4600
􀀴􀁾􀀳􀀰􀀠4256 4110 60 22 04/20/0( 70 7' 4.00 Let 4420 4520 4520 426S U2S 200 23.. 04121.104 04/21/04 74 73 76 75 1.00 5.50 S.n 􀁾􀀠.:n. 3730 3SS0 3630 3UO 3680 3945 4243 4226 4277 4015
100 10 25 04123104 71 7. 5,25 5.6\ 4260 4010 41"" 4224 3e,' 190 26 27 2. 2. 30 0412e104 oS/05-/04 05/11104 Q5/U/04 05/14/04 79 ,. 74 70 77 ., 76 76,2 •• 5.50 5.00 5.00 5.00 6.25 ".5\
41.0\ HIA N/A 5.0, 4020 4020 3e90 4060 3940 3'100 J930 3890 4160 4010 3no 3915 3aas 4120 3915 3'1tO 4214 4202 ".99 4191 41'15 3Sg5 4009 3993 3993 393S 90 10 ao 70 2. 1),09 
COMMENTARY Oll' STATJ:STlCAL EVALUATION OF CONcm;:\l'E DESIGN RESULTS Mix Hum: 8272 St:ength: 3000 􀁰􀁳􀁾􀀠@28 Days Paragraph 5.5 of ACI 318-02 provides that as data becomes available
during construction, the amount by which (F'cr) must exceed the specified value of (F'cl may be reduced, provided: (al 30 or more test results are available and average of test results
exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test result$ are available and average of test results
exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average strength has been calculated using a standard
deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr '" F'c + 1. 34 (SD) =, 3000 + 1. 34 ( 393 )
􀁾􀀠3527 F'or F'o + 2.33 (SD) 500'" '" 3000 + 2.33( 393 ) -500 = 3416 SUMMARY OF STATISTICAL 􀁾􀁙􀁓􀁉􀁓􀀠28 Day Test Data Number of Tests....•..•.....•.........•.. 30 Ma:l!;imum Value
........................•... Minimum Value .......•...................• Range ...............•...•.....•......•..• Average Strength................•........ Standard Deviation................•......
Required Average Strength to satisfyminimum probability conditions of ACI 318-02 Section 5.3.2.1.............. . Design excess beyond code requirements .. . 5045 psi 3235 psi 1810 psi
4175 psi 393 psi 3527 psi 648 psi 
􀁮􀁸􀁁􀁓􀁾􀁕􀁓􀁾􀀠C'QNCIW'H:; DESIGN' 􀁾􀀠Dilbu 06/30/0'4 u 􀁓􀁴􀁾􀀧􀁴􀁩􀁄􀁴􀁩􀀮􀁴􀀺􀀺􀀮􀁩􀁉􀀠Cemp.ilQ4 From 􀀺􀁲􀁾􀁾􀁴􀀮􀀠􀁲􀀮􀁾􀁑􀁈􀀮􀁴􀀻􀁑􀀮􀀧􀁃􀀧􀁙􀀠'rest 􀁾􀀱􀁾.,. 􀁾􀁥􀁡􀁾􀀠Numbar
1 2 3 , 5 6 7 8 • 10 11 12 13 14 16 16 17 18 U 20 21 22 23 2. 2. 2S 27 28 2. 30 TeD\p"atur6 􀁐􀀱􀀶􀁮􀁾􀀠􀁦􀁲􀁡􀁾􀁥􀁮􀁮􀁥􀁾􀁴􀁊􀀠􀁐􀀱􀁁􀁾􀁇􀁭􀁥􀁮􀁥􀀠'otcent --..._.._-29 Day ""-...----CWD.\.1latl'?ll
Hovino Dat:t!o Nu:mbU' Ambitmt concrete Slutl:lP(1nl e:f Ait PSt 1 PSI 2 PSI AVG' Avetage A'?9' Qf' 3: I\ange 02/18/0. 02/18104 ,3 6, <07. 4 :00 5.75 1;'0' N/A 􀁈􀁾􀁏􀀠S40o. H20 5190.
4305 .$2;1:S <130& 4800 370 UO 02/19104 70 2.00 .&.2\ 4180 4ilO 47.S 47a2 4782 70 O'U1910<l 58 72 5,00 ./A !114S10 .$350 5420 19.1 6153 1<0 02/19/0. 02/10/0, 62 66 6, •• 50 4.50 5.U
..'\ 4500 411:90 4820 4900 46'0 il895 4S85 4iS? 1942 49!!,2 320 10 02/2010" 20 .2 68 6.00 Hi" 5nO 5240 5360 nS4 4912 2.0 02/2'/0' 4l SO 60 6.0'0 N/" 5960 5910 593S So.77 5397 SO 03/02/04
03103/04 43 43 72 .2 ." 6'1 !l.SO 4.0'0 (S.IU N/A 50&0 5'100 5530 55605305 5630 &102 102 5155 5533 5623 .50 ",0 03/0!l/0' 43 71 7S 6.00 N/A 5190 5()J0 5105 5150 S34? 150 O;l/OB/Ot OJ/09/0'
" '2 67 75 72 3.25 3.00 N/" 4.5\ 􀀱􀀱􀀱􀀵􀁾􀀰􀀠5380 4:)205310 H20 5:3'(5 $090 􀀵􀀱􀁯􀀮􀁾􀀠50&2 4957 200 10 􀀰􀀳􀀯􀀱􀁏􀀧􀀯􀀰􀁾􀀠4J 72 74 5.00 •• 9% 521.0 6240. 5225 5118 4M7 30 03/2(/04
13 •.00 4.2\ 4120 4i!lo. 4755 􀁓􀀰􀀹􀁾􀀠5108 70 0'3124/04 ,3 n 4.50 6.5\ 5110 4910 5040 $090 500'1 1,0 03126104 77 5.75 3.a\ 4400 01480 4140 5052 4'HS eo 0'3/:30/04 71 4;00 ti.5\ 5280
5liO 5230 $0.62 49:0.3 100 04/01/04 5 4.40 N/" 4:)80 4300 4340. 5024 46?0 so 04/02104 eo LOa s.n 5220 5140 􀁾􀁬􀁂􀁏􀀠60.32 4911 eo 04/121'04 6. 4.75 3.9'\ 530.0. SHO 5220 50.40. 4913
160 04/1"/0'4 " LSO 4.2\ 5020. 4nO 4910 5037 5123 100 0'4/29/01 76 6.50 4.8' 4310 <370 4340 5001 4843 60 04/28/0<4 7' 6.00 5.1' 􀁾􀀳􀀲􀀰􀀠4350 4335 4979 4548 30 0.(/28104 15 ti.OO 5.2\
U80 ,.530 4405 4956 4360. 250 05/O'3/Gt .2 5.00 5.Sft 43510 4330 '(360 4933 ,351 60 05103104 05/03/04 75.. 4.150 5.00 S.ot !j. Oft nso <1890 40.50 4650 41.510 46'10. t904 􀀴􀀸􀀹􀁾􀀠.30!
093 200 40 O!l/03/0" n S.OO 4.3, HSO 4190 4'120 4B90 4.513 140 05/03/04 70 4.75 4.S' 5190 d90 5090 4S96 4827 200 70 4.18 5.1\ 
COMMENTARY OF STATISTICAL EvALUATION OF 􀁃􀁏􀁎􀁃􀁒􀁭􀁾􀀠DESIGN RmSULTS Mix Ntun: 8274 Strength: 4000 psi @28 Days Paragraph 5.5 of ACI 􀀳􀀱􀀸􀁾􀀰􀀲􀀠provides that as data becomes available
during construotion, the amount by whieh (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results
􀁥􀁾􀁣􀁥􀁥􀁤􀁳􀀠that required by Section 5.3.2.1, using a standard deviation calculated in acoordance with Section 5.3.1.1, or (h) 15 to 29 test results are available and average of
test results exceeds that required by Seotion 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average strength has been calculated using
a standard deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: J!"cr ::::. Ftc + 1. 34 (SD) 􀁾􀀬􀀠4000
+ 1. 34 ( 460 ) = 4616 F'cr = F'e + 2.33(SD) 500 = 4000 + 2.33 ( 460 ) -500 􀁾􀀠4571 􀁓􀁾􀁙OF 􀁓􀁔􀁔􀁁􀁔􀁲􀁓􀁾􀁲􀁃􀁁􀁌􀀠ANALYSrS 28 Day 􀁾􀁥􀁳􀁴􀀠Data Number of Tests .........................
. 30 Maximum Value...........................• Minimum Value........................... . Range................................... . Average Strength................... , .... . Standard
Deviation......................• Required Average Strength to satisfyminimum probability conditions of 5935 psi 4150 psi 1785 psi 4896 psi 460 psi ACI 318-02 Section 5.3.2.1. .............
. Design excess beyond code requirements.. . 4616 psi 280 psi 
'Ix];;;;::;::;::;;;;;.􀁾􀁾􀀠:J',,'=::;::;::;;"";;;;;IO;;;L;;;O;;;;r;;;H=IA=N;;;;:C=E;;;M=S;;N=r::';;:2;;4;:s=w=a=rd=R=o;;a=rj=.=M=id:;:lo=t;;;h=ia=n=.=T=e::xa=S:;:;76:0::6=S=.::';w=w=w=.:tX:;i.::c=om
== SPECIFICATlONS Portland Cement Type VII (Low Alkall) A.S.T.M. C1S().Q2a Jeff Wendel • being duly swom deposes and says: that he is Quality Services Manager of TXI Midlothian Cement
Plant. who prepared the above report of tests and that the same is true and correct. Subscribed and sworn to before me on this date; 06/09/04 
Grace Construction ?roducts W.R Grace & Co. -Conn.GRACE 4323 Crites Street Houston. TX 77003 713-223-8353 www.graceconstruclion.com 1/19/2004 Victor H. Villarreal TXI Operations. LP
1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: Daravalr® 1000 This is to certify that the Oaravair® 1000, a(n) Air-Entraining Agent. as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specinca!lons for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: MH54. 􀁄􀁡􀁲􀁡􀁶􀁡􀁩􀁾􀁪�
�􀀩􀀠1000 does not comain calcium. chloride or chloride containing compounds as a functional Ingredient. Chloride ions may be present in trace amounts contributed from the process water
used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Frad E. Hightower South Western R"'glon Tachnlcal Ser/ices
Manager 
Grace Construction Products W.R. Grace & Co. -Conn.GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H. Vlllarreal TXt Operations, LP
1341 W. Mockil1!lbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: Daratard® 17 This Is to certify that the Daratard® 17, a(n) Retarder, 'lS manufactured and
supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the SpeCifications for Chemical AdmiXtures for Concrete, ASTM: C494, Type D MSHTO: M194,
Iype D. oaratard® 17 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amollnts contributed from the
process water used in manufacturing. The foregoing Is in addition to and not in substitution for our standard Conditions of Sale attached. Jt...Ldl. e A-L+fT<," Fred E. Hightower South
Western Region Technical Services Manager 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANAJ..YSIS Date: 05/11/2004 Production Facility: TX! MILL CREEK Oe$lgnation: Grading Designation: ASTM C,33 1" -#4 I Project: Sample
Location: r SIEVE SIZE CUMULATlVE WT. RIITAINEO CUMULATlVE % RIITAINEO CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATIoN % PASSING 2.0' 1.5" 0 100 0 100 1.0' 3.40 96.60 0-5 95 -100
y." 24.87 75.13 }1." 61.00 39.00 40 -75 25-60 3/8" 79.0S 20,94 #4 95.66 4.34 90 -100 0-10 #8 98.73 127 95-100 0-5 #10 " #16 #30 #40 #50 #100 #200 PANWT. Fineness Modu!9$; 1.9 100% of
Stasts: Size: 57 PLANT: TXI MILL CREEK Job: 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: Production Facility: TXIBELL SAVOY (WADE) Designation: ,Grading Designation: , ASTM C-33 PINE AGG. Project: Sample
Location: SIEVE SIZE , 2.0' 1.5' 1.0" 7'*' Y,," 3/8" #4 #8 #10 #18 #30 #40 #50 #100 􀁾􀀮􀀠#200 PANWT. CUMULATIVE WT. Rl':TAlNEO CUMULATIVE CUMULATIVE 􀁒􀁅􀁑􀁕􀁉􀁾􀁅􀁄􀀠SPI':CIFICATION
% RETAINED % PASSING % RETAINED % PASSING 0.00 100,00 0 100 2.19 97.81 0-5 95·100 10.87 89.13 0-20 80-100 20.64 79.36 15·50 50·85 41.41 58.59 40-75 25-60 77.77 22.23 70-90 10-30 96.23
3.77 90-98 2 ·10 99.56 1.44 􀁆􀁩􀁮􀁥􀁮􀁥􀁳􀁾􀀠Modulus: 2.5 M. C. Decant S. e. 100% of tests; 26 Size: 33 PLANT; TXIBELL SAVOY Job; ...····ALL JOBS-···· 
, I, BID FORM (updated from addendum I) Bid 04·19 ACTC Cut Through Full Mailing 0 il. Address: r,0. wI( 􀁾􀁴􀁴􀀶􀀢􀁍􀀠􀁾􀀱􀁣􀁊􀀮􀀢􀀠􀀵􀁲􀁤􀁾􀀬􀀠1)( 􀀱􀀵􀀱􀀸􀁬􀀾􀁾􀁏􀁓􀀱􀀴􀀠 Phone Number:
("l12. ) £>51-hq4 Pax( 􀁾􀁊􀁺􀀮􀀠) 551-155Z. Print Contact Name: IrK\' 􀁥􀁗􀁾􀀠I have received, read. and will abide by all pages of these specifications. 1 am a legal agent of the above
named company and am fully authorized to sign this bid. Affiant further states that Bidder has not paid, given, or donated or agreed 10 pay. give or donate to any officer or employee
of theTown of Add' y money or otherthiog ofvalue. either directly or IndirectJy, in award of the Bid. Description Quantity Unit Unit Price Total Price Remove concrete slab 10 EA􀁾;o.bO
{"?iMO Remove concrete curb ,198 &1"10.00 Remove Concrete Pavinq 40 l..,g().OO '330.00Remove and Replant Tree 1 Remove Shrub 15 EA It. cc 1"'5.00 construct 6" slab 15 SY (""1.1;0 I""",,,
"" Construct Type 1 Handicap access ramp 1 EA IDbO.6r> If}oo.1:>O Construct 6" curb 161 IF 􀀨􀁾􀀮􀁴􀁊􀁄􀀠"("tH/P construct lavdown curb 27 IF 15.00 ''',h.OD Construct 8" concrete driveway
65 SY 1()5.w l.,S2£,.bO Construct 4" concrete sidewalk 8 SY .c;;.OO LWD.Oo Furnish and place block sod 10 SY H.Dt> 1C>.Oo Placement of top soil 10 CY Ioi...OO 􀁾􀀮􀁏􀁏􀀠Place brick ",avers
8 SY CoO.bC> \in.a> Plant Nellie R. stevens' Hollies 8·10' iii EA 41.'1.'50 3'140.00 Install and Repair Irrigation system 1 lS 1/..,'1'5.00 2.(,q5.00 Fire lane striping 161 IF &+.40
1/lv\c> Total Bid 2-'2-, (Q'l'1.l/-o Ali work, including punch list shall be completed in no more than 60 calendar days. After 60 calendar days, liquidated damages of$I,OOO per day will
be assessed. Bid Form signed __ References_ 04-19 Acre CutThrougl!, Addendum I Page 1 of3 Bid 􀁆􀁯􀁲􀁭􀁾􀀠Contra<.:t 
04-19 ACTC Cut Through Bid Due May 18, 2004 @2:00PM ADDENDUM NO.1 1. No bid bond required. 2. All work, including punch list shall be completed in no more than 60 calendar days. After
60 calendar days, liquidated damages 0[$1,000 per day will be assessed. 3. New "Bid Fonn-Contract" page to be submitted. ACKNOWLEDGED BY BIDDING CONTRACTOR: 􀀷􀁾􀁄􀁡􀁴􀁥􀀺􀀲􀁬􀁬􀁩􀁊􀁢􀁾􀀠Bid
04-19 Acre Cut Through, addendum 1 
TRANSMITTAL OF ADDENDUM ****************************************************************************** IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the form below, please FAX to
(972) 450-7096 upon receipt and Acknowledgement of Addenda on outer envelope of bid. ****************************************************************************** Addendum Acknowledgment
Should he faxed to (972) 450-7096 1 Acknowledge the receipt ofAddendum No.: 5 Town of: ADDISON, TEXAS Project Name: 04-19 ACTC Cut Through By Facsimile Transmission on this date: May
14,1004 The undersigned bidder hereby certifies that Addendum No. 1has been incorporated into the proposal and ifaccepted becomes part ofthe contract. Company Name: 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠Signed
By (print name): Signature: 􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀁬􀀠Date: Phone No: PLEASE SIGN & FAX THIS PAGE BACK TO TOWN OF ADDISON (As verification that you received this update) 972-450-7096
Bid 04-19 Acre Cut Through, addendum 1 
GIBSON & ASSOCIATES, INC. Engineers and Contractors 11210 Rvllecrest P. O. Box 600579 Balch Spring., T 6xas 75180-0579 9721557-1199 FAX 557-1552 REFERENCES L City of Dallas Farmers Market
Mr. Milton Brooks 214-948-4015 2. Crescent Real Estate Walks at Fountain Place Mr. Clay Young 214-220-2115 3. Texas Department of Transportation Beltline @McArthur Improvements Mr. Pete
Garza 972-479-9747 
BID FORM (updated from addendum 1) Bid 04-19 ACTC Cut Through Company Name: 􀁚􀁶􀀧􀁥􀀯􀁾􀁾􀀠􀁣􀀮􀁾v.lc¥'6wt:-Z:Full Mailing /7 A q 􀀮􀀮􀀭􀀭􀀭􀀻􀀮􀁾􀀠􀁾_ /:J ---___ Ad<lress: (T..£? /(:;/t9p
'7I? ,;:>S 􀁹􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀻􀁾􀀠/L7J..z:;.;:;> '1 Phone Number: 􀀨􀀻􀁚􀁦􀁦􀀮􀁊􀀭􀀮􀀲􀁾􀀬􀁺􀁴􀀠􀁾d %'--yax 􀁌􀁾􀁾􀀶􀀠.:::r4 $?s::Lz-PrintConllletName: D ..:...../< If 􀀺􀀺􀀿􀀴􀁲􀁾􀀮􀀮􀀺􀀭􀀮􀁊e::::..r
= 􀀮􀁾􀁾􀁾􀁟􀀠 1 have received, read, and will abide by all pages of these: specifications. I am a legal agent of the above named company and am fully authori2ed to' is bid. Affiant
further states t Bidderhu not paid, given., or donated oragteed to pay, give ordoaate to any officer or employee of OfV>lue.eifu"Z::::;;;;::::V􀁁􀁥􀁾􀀮􀀨􀀭􀁾􀀠􀁾g_ 4?􀁾􀀠􀁾􀁾􀀡􀁯􀀡􀀡􀀤􀁾􀀺􀁡􀁾􀁾􀁾􀀶�
�􀀭􀀦􀁾􀀧􀀢􀀭􀁾􀁐􀁲􀁩􀁮􀁾􀀧􀁾􀁴􀁾􀁎􀀺􀀭􀁡􀁭􀁾􀁥􀁾􀀮􀁮􀁾􀁤􀀺􀀺􀁔􀂧􀁩􀁴􀁾􀁬􀁥􀁾􀀠Date '􀁾􀀠. lauantily 􀀢􀁾􀀭􀀭􀀮􀀠f-Description Unit Unit Price Total Price I . I i iremove concrete slab.
'-'-i---c:: SY i." ·!.t1>D bZb._.__ ....1L. ,Remove concrete curb 198 LF 1.;£. ...,0 .2.-87/IRemove Concrete Pavina 40 SY i 7J. ;;:'S:z.B SO iRemove and ReJllsnt Tree 1 EA 8;20 5zc ..􀁾􀁥􀁭􀁯􀁶􀁥􀀠Sh
rub i 15 EA :26.39c iconstruct 6" slab i 15 SY 57 85""5 gonstruct T:{pe 1 Handicap access ramp i 1 .. _ 􀁾􀀠19;2SHz.:::r-Construct 6" curb 161 LF ",.PC' %6. construct laycjown curb !
27 LF L 9.0'0 %.5(5􀁾􀀠..􀁾..1e:>7 ' 􀁾􀀢􀁊􀁓􀀮􀁳􀀺􀁾􀁾􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀀠8" concrete driveway . 65 SY Construct 4" concrete sidewalk 8 . SY i t:.;z.., S "" I S.r:>1D Furnish and place
block sod 10 SY ItP [ .I eND IPlacement of toe soli 􀁾􀀠lS-I /5c>__􀁾10 CY :Place brick pavers 8 SY 17'" 􀀱􀀯􀀮􀀳􀁾􀁣􀀾􀀠Plant Nellie R. Stevens' Hollies 8-10' 8 EA ::?II."" [ Z5"Ze::>
!.gstall and Reealr lnigation sl!stem 1 LS ,::1.65= I <i> ?""" Fire lane 􀁳􀁴􀁲􀁬􀁰􀁩􀁮􀁧􀁾􀀮􀀠161 LF I 1.;z.G" I ;Z&>(.. 􀁾􀀬.-􀀧􀀭􀀭􀀭􀀧􀀮􀁾􀁾􀁾􀀠All work, including punch list shall
be completed in no more than 60 calendar days. After 60 calendar days, liquidated damages of$1,000 per day will be assessed. Bid Form signed V' References_ References_ 04--19 ACTC Cut
Tbrough, Addendwn 1 P"ge 1 DO Bid Form -Contract 
04-19 ACTC Cut Through Bid Due May 18, 2004 @2:00PM ADDENDUM NO.1 1. No bid bond required. 2. All work, including punch list shall be completed in no more than 60 calendar days. After
60 calendar days, liquidated damages of $1 ,000 per day will be assessed. 3. New "Bid Form-Contract" page to be subruitted. Bid 04-19 ACTe Cut Through, addendum 1 
BlDFOJII (lpdated from addendum 1) Bid 04·19 ACTC Cut Through CompanyName: viM .dwMit,J 􀁾􀀮􀁭􀁴􀁉􀁵􀁱􀀷􀁬􀀿􀀧􀀢4 L. e Full AiIling r A r ; Address: 1///ANt,..􀁾􀀮􀀬􀀭""'1!'l!1";t J
7lfI';. I, 􀀧􀀧􀀧􀁾􀁄􀀢􀀠/'it: 􀀷􀁓􀀱􀁊􀀷􀁾􀀠 Phone Number: (91?4 #?-$-113 FaJ('7?+ /i-z..J -9".,. 7 Print Contact Name: 􀀢􀀢􀁾􀀠_ 􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀠 1 hay eivcd. read, and will abide
by aU pages ofthcse specifications. I am a legaillgent of the above named company and am funy authoried to si s bid. Affiant further states that Bidder has not paid. given, or donated
or agreed to pay, give or donate to any officer or employee of the of 􀁁􀁤􀁤􀁩􀁾􀁮􀀠any money or other thing of vaje, 􀁣􀁩􀁴􀁨􀁾􀁥􀁣􀁕􀀩􀀧􀀠or indirectly. in award ofthe Bid. JAW 􀁾􀁟􀁾􀀮􀁍􀀮􀀠.sU;;J
4e Print Name and Title 7 Da?e D.,scription Quantity Unit Unit Price Total Price r-Remove concrete slab 10 SY ZoO Q"Z. 􀁴􀁊􀁴􀁾􀁄􀂷.... !ReITiOve concrete curb 198 : LF /0·I "I4D·...
,Remove Concrete Paving 40 SY /70 "!! 1>"'" .$ !Remove and RElplant Tree 1 EA 3tJe> 􀀮􀁾􀀠"0··$ Remove Shrub 15 EA /0'" ;:. IS, •.$ , construct 6" slab 15 SY 'SO -..: z.z.s,'''' !Construct
Type 1 Handicap access ramp 1 EA I*D ...:A , l.po-$ ,Construct 6" curb 161 LF S"'.!!. "..6.... !construet 􀁬􀁡􀁹􀁤􀁾􀁷􀁮􀀠curb : 27 LF 30-'!' ,,,, .$ Construct 8" concrete drivewav 65
SY /()(' ..& i ":;11' ." Construct 4" concrete sidewalk 8 SY 7()"􀁾􀀨􀀩.. :Fumish and I?lace block sad 10 SY 􀀯􀁉􀀡􀀩􀁾􀀠􀀯􀁴􀁊􀀮􀂷􀁾􀀠Placement of top soil 10 CY (lQ-""" 11_,,#,;'1;11'
Place brick oavers 8 SY 􀁾􀀭I. 'liD U Plant Nellie R Stevens' Hollies 8-10' B EA 4--2-S"&; ,1AflO'S Install and Repair 􀁬􀁮􀀱􀁧􀁡􀁾􀁯􀁮􀀠svstem 1 LS ;;;t,.H'(J'􀁾􀀠19'':' Fire lane stripinQ
161 LF S41J.,!!.. 􀀢􀀧􀁓􀁬􀁬􀁾􀀠􀁾􀀠.. Total 􀁂􀁩􀁤􀁟􀀳􀁾􀀯􀀧􀀭􀁉􀀭􀀱􀀮􀀮􀀡􀀮􀀮􀀧􀁦􀁾􀀯􀀢􀀽􀀭􀀭􀀭􀂷􀀭__ All work, including punch list shall be coropleted in no more than 60 calendar
days, After 60 calendar days, liquidated damages of $1 ,000 per day will be assessed, Bid Fonn signed __ References_ 04-19 ACTCCut Through, Addendum) Page 1 of 3 Bid Form -COntract 
04-19 ACTC Cut Through Bid Due May 18, 2004 @2:00PM ADDENDUM NO.1 I, No bid bond required. 2. AJ1 work, including punch list shall be completed in no more than 60 calendar days. After
60 calendar days, liquidated damages of$1 ,000 per day will be assessed. 3. New "Bid Form-Contract" page to be submitted. WLEDGED BY BIDDING CONTRACTOR: • Bid 04-19 ACTC Cut Through,
addendum 1 
SAFECO losurance Company PO Box 34525 Seattle. WA 00124-,526 FIRST NATIONAL SURETY BID BOND KNOW ALL BY THESE PRESENTS, That we, 􀀭􀀬􀁊􀁾􀁩􀁭􀀧􀀮􀀧􀀮􀀧􀀮􀀮􀀮􀀧􀁂􀁾􀁯􀁷􀁭􀀽􀁾􀁡􀀺􀀡􀀡􀁮􀀮􀀡􀀮􀀮􀀮􀁃􀁾􀁯
􀁮􀁾􀁳􀁾􀁴􀁲􀁾􀁵􀁾􀁣􀀡􀀡􀁃􀁬􀁩􀁯􀁾􀁮􀀮􀀡􀀮􀀮􀀮􀁃􀁾􀁯􀀮􀀬􀀬􀀭􀀬.!::L:.!..P.,:..______________ of 1111 Summit Ave., S·1, Plano, Tx. (bereinafter called the Principal), as Principal, and
FIRST NATIONAL INSURANCE COMPANY OF AMERICA (hereinafter called the Surety), as Surety are beld and flnnly bound unto 􀁔􀀺􀀺􀁯􀁾􀁷􀁾􀁮􀁾􀁯􀁦􀀧􀁟􀀧􀁁􀀺􀀡􀀺􀁤􀁾􀁤􀀺􀀡􀀺􀁩􀁳􀁯􀁾􀁮􀁾􀀬􀀮􀀡􀀮􀁔􀁥􀀽􀁸􀁾􀁡�
�􀀺􀀺􀀡􀀮􀀮􀀮􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(hereinafter called the Obligee) in the penal sum of 5% GAB ----------------------------_. -----------• -. -•• ------------------------_. ----------.
--------------------•• --Dollars ($ 􀀭􀀬􀀵􀁾􀁯􀀻􀀬􀁾􀁯􀁟􀀢􀁇􀀢􀀬􀁁􀀢􀀬􀁂􀀬􀁟􀁟_____) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF TIDS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is aOOut to submit a proposal
to the Obligee on a contract Ibr ACTC Cut Through, Sid # 04-19 NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may
be specified, enter into the Contract in writing, and give OOnd, if OOnd is required, with surety acceptable to the Obligee Ibr the fuithful performance of the said Contract, then this
obligation shall be void; otherwise to remain in full Ibroe and effect. Signed and sealed this 18th day of _____􀀮􀀮􀁬􀁍􀀡􀀡􀀡􀀻􀁡􀁾􀁹􀁌􀀮_____ , 2004 . Jim 0 (Seal) { 􀁫􀀽􀀽􀀽􀀧􀁾􀁾􀁐􀁲􀁩􀁮􀀽􀀧cipal
Witness _ .1-1. Tide FIRST NATIONAL INSURANCE COMPANY OF AMERICA Witness S.0G531FNEF '0/99 ® A registered 1rademark of $AFECO Corporation FRP 
-" FIRST NATIONAL INSURANCE COMPANY OF AMERICAPOWER 4333 BROOKLYN AVE NE OF ATTORNEY . SEATILE. WASHINGTON 981"05 4333 Brooklyn Avenue N.E. Seaule, WA 98105 No. 10538 KNOW ALL 13Y THESE
PRESENTS: Thai FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington carperaUon, does hereby appoint ••••••••••..••••....•..•••....••••••••....•••••..RA􀁙􀁍􀁯􀀮􀁾R. DYERi PERRY MAX;
TAMMl ENTRIKEN; Garland, Texas········.."'·..•••..•••••...••••••••...••••••.. Its true and lawful atiorney{s)·in.fact, with ful! authorily to execute on behatf of the company fidelity
and su-rety bonds Of undertakings and other documents of a similar character issued by the company in the course or its business. and to bind FIRST NATlONAL INSURANCE COMPANY OF AMERICA
thereby as fUlly as if such instruments had been duly executed by Its regular1y elected officers al ils home office. IN WtTNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has
execulad and attested these presents this ..:3::;rd=--____-:-______ 􀁤􀁾􀁯􀁦􀀠􀁾􀁍􀁾􀁾􀁾__________ • 2000 W. RANDALL STODDARD, PRESIDENTR.A. PIERSON, SECRETARY CERTIFICATE Extract from
the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13. -FIDELITY AND SURETY BONDS ••' the President. any VICe Presldent, the Secretary. and any Assistant
Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint Individuals as attorneys-in.fact or under other appropriate
tlIles with authority to execule on behalf of the rompany fidelity and surety bonds and other documents of similar character issued by the company In !he course of Its business•.• On
any Instrument making or evidencing such appoJntmen!, tile signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company,
the seal, or a facsimile thereof. may be impressed or affixed or In any other manner reproduced: provided, however,lhat the seal shan not be necessary to the validity of any such instroment
or or undertaking." Extract from a Resolution of the Board of Direclors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28. 1910. "On any certifica1e executed by the Secretary
or an assistant secretary of the Company setting oul, {i) The provisions ofArticle V, Sec1lon 13 of the By-Laws, and Qi) A copy of the power-of-attomey appoinlment, executed pursuant
thereto, and (iii) Certifying that said power-.of-aUomey appoinlment is in fuU force and effect the Signature of the certifying officer may be by facsimile, and the seal of the Company
may be a facsimlle thereOf.'" I. R.A. Pierson; Secretary of FIRST NATIONAL tNSURANCE COMPANY OF AMERICA, do hereby certify that the for09olng extracts of the Sy-Laws and of a Resolution
of Ihe Board of Directors of this corporation, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolutldn and Ihe Power of Attorney
are still in full force and effecL . IN WITNESS WHEREOF. 1have hereunto set my hand and afflXed the facsimile seal of saKI corporation this __-LI""'iI""Zii""""'-_____ day of R.A. PIERSON,
SECRETARY $·1049iFNEF 7198 5I3lOO PDf 
04-19 Acre Cut Through Bid Due May 18, 2004 @2:00PM ADDENDUM NO.1 1. No bid bond required. 2. All work, iocluding punch list shall be completed io no more than 60 calendar days. After
60 calendar days,liquidated damages 0($1,000 per day will be assessed. 3. New "Bid Form-Conttact" page to be submitted. ACKNOWLEDGED BY BIDDING CONTRACTOR: _________Date: Bid 04-19 ACTC
Cut Through, addendum 1 
BID FORM (updated from addendum 1) Bid 04-19 ACTC Cut Tbrougb 􀁃􀁯􀁾􀁹􀁾􀁷􀁮􀁯􀀻􀀮______________________________________________________ FuD Mailing 􀁾􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Phone Number: (c-___"______________,Pax (0.,..___,_________ 􀁐􀁲􀁩􀁮􀁴􀁃􀁯􀁮􀁴􀁥􀁣􀁴􀁾􀁭􀁮􀁯􀀻􀀮______________________________ I have received,
read. and will abide by aU pages, of these spccificatiOlu;, Jam a lcga! ageDt of the: alxwcnamed. 􀁾􀁹end am fullyauthori.zed to sign this bid. Affiant further states that Bidder has
not paid. given, or donated oragreed to pay, give or donate to any officer or employee of the Town of Addison any money or other thing ofvalue, dthcr dimcdy orinditttclly. in awani ofthe
Bid. Aulhori,zed Signature Print Name and Title Date Description Quantity Unit Unit Price Total Price Remove concrete slab 10 SY Remove concrete curb 198 LF Remove Concrete Paving 40
Sy Remove and Rablant Tree 1 EA i Remove Shrub 15 EA construct S" slab 15 SY Construct Construct Type 1 Handicap access ramp 1 EA iConstruct S" curb 161 LF construct Isvdown curb 27
LF , :Construct S" concrete driveway 65 SY Construct 4" concrete sidewalk S SY :Furnish and place block sod 10 SY Placement of lop soil 10 CY Place brick Il6vers 8 SY Plant NeWe R. Stevens'
Hollies 8-10' 8 EA Install and Repair Irrigation system 1 LS Fire lane striping 161 LF Total 􀁂􀁩􀁤􀁾___________ All WmK, including punch list shall be completed in no more than 60 calendar
days. After 60 calendar days, liquidated damages of$l,ooo per day will be assessed. Bid Form signed___ References_ Page: 1 of3 Bid Fonn -Conttact 
AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _day of____, 2004 by and between the Town of Addison, of the County of Dallas and State of Texas,
acting Ibrough its City Manager, duly authorized so to do, Party of the First Part, hereinafter lem1ed the OWNER, and of the City of , County of ___and State ofTexas. Party ofthe Second
Part, hereinafter lem1ed CONTRACTOR. WITNESSETH: That for and in consideration ofthe payment and agreement hereinafter mentioned, to be made and perfonned by the OWNER, the said CONTRACTOR
hereby agrees with the said OWNER to commence and complete cOlISIructioo of certain improvements as fullows: ACTC Cut Through and all extra work in connection therewith, under the Iem1S
as stated in the specificatioos of the AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, maebinery, equipment, toois, superintendence, labor,
insurance and other accessories and services necessary to complete the said construction, in aooordence with the conditions and prices stated in the Proposal attached hereto and in aC<:Ordance
with the hid specifications and Addenda thereto, as prepared by the OWNER, each of whieh hes been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with
the CONTRACTOR'S written Proposal and the General Provisions, all of which are made a part hereof and collectivelyevidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the dale of written notice to de so shall have been given
to him, and to substantially coreplete the work within (60) caleodar days per specification after he commences work, subject extensions of time as are provided by the General Provisions.
After 60 Calendar days, liquidated damages of $1,000 per day will be assessed. The OWNER agrees to pay the CONTRACTOR ____________ dollars ($XXXX) in current funds for the perfonnance
of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof
as provided tbcrein. 04-19 ACTCeu, Through, Addendum 1 Page 2 of! Bld Form 􀁾􀀠Cont:tact 
IN WITNESS WHEREOF, the parties oftbese presents have executed Ibis AGREEMENT in the year and day first above written. TOWN OF ADDISON (OWNER) ATIEST: By: ___________________ City Manager
City Secretary ATIEST: By: _____________________ By:__________ The fuUowing to be executed ifthe CONTRACfOR is a corporation: I, __________􀁾certify that I am the secretary ofthe eorporation
named as CONTRACTOR herein; that , who signed this Contmct on bebalf oftbe CONTRACTOR is1he ________ (official title) ofsaid COIJIOration; that said Contract was duly signed for and
in behalf of said corporation by authority ofits gnverning body, and is wi1hin the scope ofits eorporate powers. Signed: Corporate Seal ()4.19 Acre Cut Througb, Addend... 1 Page.3 of
3 Bid Fottn -Contmet 
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CONFERENCE AND THEATRE CENTRE ,\, /; /Y10 ./fl t... 0 
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CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS VIA FACSIMILE (972) 450-2837 December 16, 2003 Mr. Steve Chutchian, P.E. Assistant City Engineer Town of Addison 1680 I Westgrove
Addison, Texas 75024 Re: Engineering Services Agreement Addison Theater Center -Parking Lot Improvements Town of Addison Dear Mr. Chutchian: Pursuant to your request, DAL-TECH Engineering,
Inc. (DTE) is pleased to present the Town of Addison with a fee proposal for the design of a parking lot entrance to access the Addison Theater Center from Morris Avenue. Included with
this cover letter is a preliminary construction cost estimate, and the proposed design and construction assistance fees. Listed below is the summary of the proposed fees. Engineering
Fees $14,500.00 Spooiili Services Fees 4557.00 Total $19,057.00 During the preliminary design phase, DTE will provide the Town of Addison with two alternate driveway entrance designs
with construction cost estimates for consideration. These drawings will show existing topographic features at the Theater Center and Morris Avenue. DTE maintains $1,000,000 in Professional
liability insurance. DTE also provides Workers Compensation insurance as required by Texas State law. Further, DTE maintains Commercial General Liability insurance against claims for
bodily injury, death or property damage with limits not less that $1,000,000 foi: rod. v';curren.:.e and $1,000,000 i.ll general aggu:gate. And, DTE mainw,ins Comprchensive automobile
and truck liability insurance covering owned, hired, and non-owned vehicles with minimum limits of $1,000,000 per occurrence for bodily injury and property damage. Copies of said policies
will be submitted for your review upon acceptance and finalization ofthe agreement. Ifyou have any questions, please do not hesitate to call me at (972) 250-2727. Sincerely, 􀀮􀁾􀀠Sedi
A. Toumani, P.E. SAT/mws/dkj Attachments: Construction Cost Estimate Design and Special Services Fees F:\.\1ARKETfNO\FeesiFec 􀁾􀁰􀀮􀁯􀁳􀁡􀁛􀀠12.IS.03.doc 17311 DALLAS PKwY. ISlE. 200
I I DALLAS, IX 75248 I 972-250-2727 I FAX 972-250-4774 222 W. EXCHANGE I FT. WORTH, TX 76106 I 817-626-8777 I FAX 817-626-5777 www.dal-tech.com 
Town of Addison Addison Theatre Center· Parking Improvements 12/15/2003 No. Description Units Qty. Unit Cost Total 1 Tree and Holly Removal 1 LS $2,500.00 $ 2,500.00 2 Curb and Gutter
Removal 200 LF 5.00 1,000.00 3 Remove Existing Brick Pavers 640 SF 1.50 960.00 4 Remove Existing Driveway 56 SY 10.00 555.56 5 Remove Existing Dumpster Pad 50 SY 6.00 300.00 6 Relocate
Fire Hydrant 1 LS 3,000.00 3,000.00 7 8·ln. 4000 PSI R.C. Drive 200 SY 55.00 11,000.00 8 6·ln. High Integral Curb 200 LF 10.00 2,000.00 9 Install Brick Pavers 320 SF 50.00 16,000.00
10 lnstall 4' Feet \rVidG Sido\,valk 200 SF 􀁾􀀮􀁏􀁏􀀠300.00 11 6·ln. R.C. Barrier Free Ramp 2 EA 700.00 1,400.00 12 Dumpster Pad 50 SY 44.00 2,200.00 13 Bermuda Grass Sod 120 SY 8.00
960.00 14 Grading 1 LS 4,500.00 4,500.00 15 Dumpster Screenina Wall 40 LF 35.00 1,400.00 16 Relocate Irrigation System 1 LS 2,000:00 2,000.00 17 Striping 1 LS 200.00 200.00 18 Landscaping
1 LS 2,000.00 2,000.00 19 Relocate Light Pole 1 LS 3,000.00 3,000.00 20 Relocate Oncor Electric Manhole 1 LS 7,000.00 7,000.00 21 Testing 1 LS 3,000.00 3,000.00 Total 20% Contingency
Total $ $ 65,775.56 13,155.11 78,930.67 Sheet Count Cover Sheet General Notes and Quantities Sheet Utility Plan Project Layout Sheet Grading Plan Sheet Miscellaneous Detail Sheets and
Construction Documents Bidding Assistance Engineering Fees Special Services Topographic and Control Survey RPLS Periodic Construction Site Visits Landscaping Special Services Total Total
Fee 10.0 Hrs 2.5 Hrs 10.0 Hrs 1 LS $ 125.00 97.00 106.45 2,000.00 $ $ $ $ $ 1,500.00 1,500.00 1,500.00 3,000.00 3,000.00 3,000.00 1,000.00 14,500.00 1,250.00 242.50 1,064.50 2,000.00
4,557,00 19,057,00 DebralMarketing/Fees/addisoncosts 12-16-03.xls 
Steve Chutchian To: Stephen Seidel Cc: Mike Murphy; Slade Strickland; Ron Lee; Rob Bourestom; Luke Jalbert Subject: RE: Cut Through to Morris Parking Lot Importance: High Stephen: Luke
Jalbert has almost competed the design of the cut-through, He should have the project pay quantities calculated this week and we will perform a construction cost estimate. If the estimate
exceeds $25,000, we will need to bid the project through Minok Suh's office, Rob has a total budget of $50,000, To date, we haven't spent any of this amount in the design process. Mike
talked to us about including landscaping and irrigation at this location. We will get with Ron Lee and/or Slade and determine how to bid this work with our project. If Luke can complete
his work in the next day or so, he can get with Ron Lee by Wednesday at the latest. I would anticipate that we will need to bid this project, beginning in mid to late March, and proceed
through the award process with Council. That will place the construction around the first of of June, or between any scheduled public event in the area. If you have any questions, please
let me know. Thanks, Steve C. Also, I think Jim Pierce is the best bet to obtain DART LAP Fund information. Thanks. ---<lriglnal Message----From: Stephen Seidel Sent: Monday, Marth 08,
2004 12:12 PM To: Steve Chutchlan Subject: Cut Through to Moms Parl<ing lot Steve-Would you mind providing me a time line or proposed time line for the cut through to the Morris parking
lot? I've also got some questions about DART Lap Funds and when we are elglble to opt out of DART. "m not sure if you know, but I thought you might have an idea Since you keep pretty
close tabs on them. Thanks, and have a good day. Stephen 1 
Steve ChUtchian From: luke Jalbert Sent: Tuesday, April 13, 2004 3:32 PM To: Steve Chulchian Subject: FW: 04-19 ACTC Cut through -Ortginal Message----From: Minok Suh Sent: Monday, AprIl
12, 2004 3:45 PM To: I.J.tke Jalbert Subject: 04-19 Acre Cutlhrough Friday, April 16, 2004 -Bid documents due to Purchasing April 23 -First Ad April 30 -Second Ad Pre Bid -? Bid Opening·
May 11, 2004 2:30PM Council· 1 
Name Com an 1meo'c(,,, eYil CcoStrllrlDC{ 'l\M 􀁾􀁌􀀩􀀢􀀢􀀢􀀬􀀬􀁾􀀠(",y.!)j1l.&n",.J &/k,OY\ -I klXdtct"ll, 1l'L« Phone Number 􀁾􀁉􀁬􀀯􀀮􀁤􀁻􀀺􀀠􀁁􀁣􀁫􀁬􀁬􀁦􀀺􀁾􀀠 104 
Name Com an Phone Number M N &medt:,(," C:va ev.StiCllcl ,a "J\M 􀀧􀁴􀁜􀁾􀁾􀀠􀁾􀀦􀁬􀀱􀁶􀀬􀁊􀀠􀁾􀀻􀁢􀁳􀁰􀁦􀀱􀀮􀀠4ksti-i,.t,}" Ine.. '17.2. -􀁴􀁦􀀹􀀧􀁾􀀲􀀭􀀸􀁴􀁨􀀠􀁾􀁴􀁖􀁾􀁻􀀺􀁁􀁤􀁤􀁬􀀻􀁾􀀠-(64
7:;.-«.SD" 
􀀿􀀺􀀻􀁊􀀭􀀧􀁾􀁲􀀠Com an Phone Number 4",edCb!! G'v,'f {Ct..str-Ilr}. ,er: '3\M 􀁡􀁾􀁾G.orIJrO&lI",J 􀁾􀀻􀁢􀀬􀁄􀁬􀀱􀀬􀀠f 􀁫􀁳􀁃􀀨􀀬􀁩􀁴􀁾􀁴􀁱􀀻􀀬􀀮􀀠In0 M //f7:;.. -tf9'-2-8!h -:E-w..!{:
Add@IOd, 
iii'!ii!iiiii!i!!iiiioiiiii....;,,;,..;.. FINANCE DEPARTMENT I PURCHASING DIVISION 5350 Belt Une ROld (972) 􀀴􀀵􀀰􀁾􀀷􀀰􀀹􀀱􀀠-􀁆􀁡􀂣􀀤􀁩􀁭􀁩􀁬􀁾􀀠(972) 􀀴􀀵􀀰􀁾􀀷􀀰􀀹􀀶􀀠Post Office
Box 9010 Addison, Texas 75001 INVITATION TO BID The Town of Addison is accepting bids from all interested parties for ACTC Cut Through. Bid No: 04-19 Bid Name: ACTC Cut Through Pre Bid:
MANDATORY May 12, 2004 2:00 PM Service Center 1680 I Westgrove Dr. Addison, TX 7500 I Bid Opening: May 18, 2004 2:00 PM Purchasing Division Addison Finance Building 5350 Belt Line Addison,
Tellas 75254 Since DemandSlar.com maintains Ihe vendor files for the Town of Addison, bidders do not need to notify the Town ifthey do not intend to bid on Ihis project. For vendors
that would like to be removed from the bidder's list, please notify the Town ofAddison in writing. If you are not a member of Demandstar and wish 10 obtain a free copy ofthe bid specifications,
you may pick up one at the Purchasing Department. 5350 Belt Line Road. Addison, TX 75254 75254 Please pay particular attention regarding Receipt and Preparation of the bid. For questions
concerning the biding process, contact Minok Suh, Purchasing Coordinator, at 972-4507091 or c-mail at msuh@ci.addison.lll.us. For questions concerning the scope ofthe work contact Luke
Jalbert, Project Manager at 972-450-2860 or e-mail at 􀀰􀀴􀁾􀀱􀀹􀀠ACTC ClJt Througb Page l uf6 Invitation to Bid 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID 1.1 Bids will be received by the Purchasing Coordinator of the Town of Addison until time specified in
the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building oflhe Town of Addison localed at 5350 Belt Line Rd., Addison, TX 75254. Bids
must be received by the specified time in order to be considered, and bids submitted after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall
be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010, Addison, Texas, 7500 I. Bids must be labeled in the lower left-hand comer with
the bid name and number. Bidders must also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible for making certain bids are delivered to
the purchasing division. Mailing ofa bid does not insure that the bid will be delivered on time or delivered at all. Ifbidder does not hand deliver bid, it is suggested that helshe use
some sort ofdelivery service that provides a receipt. 1.4 Bids may be withdrawn prior to the above scheduled time set for closing ofthe bids. Any bid received after the time and date
specified will not be considered. 1.5 The Town of Addison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 ADDENDA AND EXPLANATIONS 2.1 Bidders
having any questions regarding the true meaning of the specifications or terms and conditions shall submit these questions to the Purchasing Coordinator. Any and all interpretations
or supplemental instructions, which, if issued, will be sent to all prospective bidders. A copy ofall addenda issued must be signed and returned with your bid. 3.0 TAXES All bids are
required to be submitted without State Sales tax. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder.
4.0 SCOPE OF WORK The work under this contract shall consist ofthe items or services contained in the bid, including all materials, equipment, labor and all other items nccessary to
complete said work in accordance with the contract documents. 􀀰􀀴􀁾􀀡􀀹􀀠Acre Cut Through Page 2 of6 Invitation to Bid 
5.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES S.l Before submitting a bid, each bidder must thoroughly examine the contract documents and project site to ensure that the serviees you
are proposing meets the intent of these specifications. 5.2 The Town of Addison is not responsible for incomplete bid packets. 5.3 Bidders are instructed to return all pages of the bid
packet that contain written responses. 6.0 BIDDING 6.1 Bidders are instructed to consider the following factors in preparation of your bid: a. Bids shall remain firm for a period of45
calendar days after the scheduled bid opening. b. Exceptions to any specifications, or part thereof, must be clearly stated and included with your Bid Proposal Form. c. Bidders are instructed
to include all necessary charges, rclated to this contract. 7.0 AWARD OF CONTRACT 7.1 The Town of Addison reserves the right to reject any or all bids, reject any particular item on
a bid, and to waive immaterial formalities. The contract will be awarded to thc lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered.
Award may be by line item or in total, at the sole discretion of the Town of Addison. 7.2 Award will be based upon an analysis of the following criteria: Bidders ability to produce the
goods or services requested, performance on similar contracts, and an evaluation of the bidder's understanding of the purchaser's needs. To demonstrate bidder'S qualifications to perform
the work, each bidder must submit with their bid, three (3) customer rcferences for similar-projects, including name of customer, telephone number and individual to contact. 8.0 CERTIFICATES
OF INSURANCE REQUIRED 8.1 The Contractor shall agree to furnish and maintain, during the period of this agreement, insurance coverage meeting the following requirements: a. Commercial
General Liability Insurance at minimum combined single limits of $500,000 per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage, which coverage shall
include ProductS/Completed Operations, ($1,000,000 ProduetS/Completed Operations Aggregate) and XCU (explosion, coUapse & underground) Hazards. Coverage for Produetsl Completed Operations
must be maintained for at least two (2) years after the work is 04-19 ACTC Cut Through Page 3 of6 Invitation to Bid 
completed. Coverage must be written on an Occurrence Form. Contractual Liability must be maintained with respect to the contractor's obligations contained in the contract. b. Workers
Compensation insurance at statutory limits, including employers liability coverage at minimum limits of $1 00,000 per occurrence -each accident, $100,000 per occurrence -disease, and
$500,000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits of $500,000. per occurrence for owned, non-owned and hired coverage. 8.2 Contractor
shall provide the following endorsements: a. Named insured wording which includes the Contractor and the Town of Addison with respect to general liability, automobile liability. b. All
liability policies shall contain cross liability and severability of interest clauses. c. A waiver of subrogation in favor of the Town of Addison with respect to the worker's compensation
insurance and all other insurance policies. d. The policy shall be endorsed to require the insured to immediately notify the Town ofAddison ofany material changes in the insurance coverage.
8.3 All insurance shall be purchased from an insurance company, which meets the following requirement: a. Must be issued by a carrier, which is rated "A-J" or better by A.M. Best's Key
Rating Guide. b. Licensed and admitted to do business in the State ofTexas and is a subscriber to the Texas Guaranty Fund. 8.4 All insurance must be written on forms filed with and approved
by the Texas State Board ofInsurancc. Certificates of insurance shall be prepared and executed by the insurance company or it's authorized agent and shall contain proviSions representing
and warranting the following: a. The company is licensed and admitted to do business in the state ofTexas. b. The Texas State Board ofInsurance has approved the company's forms. c. Sets
forth all endorsements as required above. The Town of Addison will receive at least thirty (30) days notice prior to cancellation or termination of insurance. 􀀰􀀴􀁾19 ACTC Cut Cut Through
Page 4 of6 Invitation to Bid 
9.0 BONDS REQUIRED Bonds must be executed prior to beginning work on the project and must be executed by a corporate surety authorized and admitted to do business in the State ofTexas
and licensed by lbe State to issue surety bonds. The Surety must be listed in lbe most recent U. S. Treasury Department's "List of Acceptable Sureties", issued annually on July 1. 9.1
The Performance Bond shall be in an amount equal to lbe total contract price and guarantee that lbe Contractor shall repair andlor replace any defects in workmanship or materials used
lberein, for a period ofone (1) year from lbe date offinal acceptanee oflhe work by lbe owner. 9.2 The Payment Bond shall be in an amount equal to lbe total contract price and guarantee
payment to all persons supplying labor and materials or furnishing equipment in the execution of lbe Contract. 9.3 The Maintenance Bond shall furnish by lbe contractor the Owner, upon
acceptance oflbe work by the Owner. Such Maintenance Bond shall be fora period ofone year from lbe date ofacceptance. The amount of the Maintenance Bond shall be 100% of the Contract
Price. All bonds shall be sigued by Contractor as principal and by an established bonding company approved by Owner, as surety. Bonds shall be accompanied by appropriate power-of-attorney
clearly establishing extent and limitations ofaulbority ofeach siguer to so sign, and where lbe work is perfonned and to whom any requisite notices may be delivered and on whom service
ofprocess may be had in matters arising out ofsuch suretyship. All bonds shall be made on forms complying wilb requirements oflaws ofthe State ofTexas. 10.0 RESOLUTION OF DISPUTES The
parties hereby covenant and agree lbat in the event ofany controversy, dispute, or claim of whatever nature arising out of, in connection with or in relation to lbe interpretation, performance
or breach of this a!,'Teement, including but not limited !D any claims based on contract, !Drt or statute before filing a lawsuit lbe parties agree to submit lbe matter to Alternative
Dispute Resolution pursuant to lbe laws of the State ofTexas, The parties shall select a lbird party arbitra!Dr or mediator from the current list ofneutrals on file wilb lbe Alternative
Dispute Resolution Administrator oflbe Dallas County District Courts. AU forms ofAlternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted
in accordance with the laws of the State ofTexas. 04-19 ACTC Cut Through Page 5 of6 Invitation to Bid 
11.0 NON DISCRIMINATION POLICY It is the policy of the Town of Addison to afford all people an equal opportunity to bid on any contract being let by the Town. The Town ofAddison has
a policy that prohibits discrimination against any person because of race, color, sex, or national origin, in the award or performance of any contract. The Town ofAddison will require
its employees, agents, and contractors to adhere to this policy. 􀀰􀀴􀁾􀀱􀀹􀀠Acre Cut Through Page 6 of6 Invit<ltlon to Bid 
NOTES 1. Remove existing tree and replant in place ofdead tree to the East. Excavate tree well material and replace with select filL Protect existing underdrain. Plug existing drip irrigation
system to tree, and maintain water flow through remaining system. 2. Remove concrete slab and all curb except west side. 3. Remove corner curb Radius. 4. Remove concrete curb to facilitate
placing Type I handicap ramp. 5. Remove concrete slab and curb 6. Remove concrete paving 7. Remove shrubs and replace, where necessary, with grass sod. 8. Restore Brick Pavers along
proposed driveway edge. 9. Place 6" 4000 psi, #4 rebar 18" O.C. both ways concrete slab, directly on top of existing parking lot. 10. Match existing paving elevations 11. Match brick
paver pattern of surrounding sidewalks 12. instaII type I handicap ramp 13. install 4" 3000 psi, #3 rebar 18" OC both ways concrete sidewalk. 14. Level with topsoil, plant with grass
sod. 15. Slope proposed driveway to drain 16. Protect existing underground utilities, perform perform line locates prior to start of construction 17. Install 8" 4000 PSI #4 rebar 18"
O.C. Both ways concrete roadway over compacted basco *MAP A and MAP B attached at end of Specification All construction shall be in accordance with standard Town of Addison Construction
Specifications. 04-19 ACTC Cut Through Page I of 1 NOles 
Town of Addison Irrigation Specifications Revised 01/07/03 These revised specifications supersede any and all others. However, any discrepancies between the approved construction plans
and those of the Town MUST be brought to the attention of the Town's designated representative for a final determination. The contractor will present the Town's representative an as-built
plan at the final walk-through. 1. All work is to be accomplished by or directly supervised at all times by an on-site Irrigator licensed by the State of Texas. 2. The contractor shall
verify the water pressure before the installation begins. If the static pressure is different than that of the design pressure, contact the designer and Town's representative immediately
so changes can be made. Design head to head with no single head coverage. Use appropriate size nozzles for a given landscape area so as not to spray onto or over paved surfaces or structures.
Do not exceed manufacturer's recommendations. 3. The Installer is responsible for resetting head and/or box height due to settling and after turf, groundcover, shrubs, trees, and mulch
is added to the landscape areas. The contractor must supply a workmanship warranty for (1) year from date of acceptance. 4. Plans are diagrammatic and field adjustments are often necessary.
For this reason, prior to trenching, valve locations and head layout with flags needs to be done and approved by the Town's irrigation inspector. Not doing so may result in the relocation
of heads and/or valves at the contractor's expense. 5. Water Taps: Water taps will be 2" in size. All parts must conform to the Town of Addison Water Department speCifications and are
the responsibility of the contractor to provide. Inspection of taps by the Water Department Representative must occur. Excavation and tap permits are required. Contact the Town of Addison
Water Department at (972) 450-2871. 6. Water Meters: Only Master or Hersey meters with two (2) brass flanges are acceptable. Meter lay lengths must be in accordance with the the Town
of Addison Water Department's speCifications, housed in appropriate size (to be determined by the Town's Irrigation Inspector) concrete box with lid. New stainless steel bolts and nuts
must be used in the installation along with new neoprene gaskets. The box should be level with the final grade using concrete pavers to support and prevent sinking. Backfrllinside the
box, 3" below meter base with at least 6" of fine (1/2") pea gravel. Connection to main must be approved and inspected by the Town's Water Department Inspector and all tap materials
are to be purchased at the expense of the contractor and must comply with the Town of Addison's specifications. 7. Backflow Devices: Only Watts 007 M series inline check valve assemblies
with the stainless steel ball valve handles and nuts are to be used. Contractor shall provide and install brass plugs for the test cocks. Connect to the flange using teflon taped copper
nipple of sufficient length to center the DCA within Its housing. The device will be housed In an appropriate size, (to be determined by the Town's Irrigation Inspector) rectangular
concrete box with lid using concrete pavers for Page 1Qr.5 frrigari.;m I 
proper stability and height adjustment. The contractor shall be responsible for the DCA testing in accordance with State of Texas law, using a Licensed Backflow Assembly Tester registered
with the Town of Addison Water Department. 8. Sleeves: All paving must have Town approved sleeve sizes and quantities present. It is the responsibility of the contractor to notify the
Town's Irrigation Inspector of any area where sleeves should be present but are not and provide such materials at his cost. Any paving installed without sleeves will necessitate a bore
and subsequent materials at the contractor's expense. All sleeves 2" and smaller will be Schedule 40 PVC with size and location noted on the plan. Larger sizes will be Class 200. All
piping underneath paving, including sidewalks, must be sleeved. All sleeves are to be belled end PVC pipe. A minimum length of 12 inches of sleeve material must extend beyond the pavement,
9. Glue and Primer: Use Turftite or Wet-R-Dry brand glue and a good quality purple primer on all lateral lines and all main lines, Avoid excessive use and wipe excess glue off of all
joints and fittings with a clean rag. 10. Pipe: All main line pipe 2 inches and smaller is to be Schedule 40 belled PVC; larger sizes are to be Class 200 belled PVC with a minimum depth
of 14" and a maximum depth of 16", Put not more than two (2) pipes in anyone trench and separate the main line from the lateral line with at least two (2) Inch of cover. Class 200 belled
PVC lateral piping is to be used with a minimum depth of 12" and a maximum depth of 14". 11. Fittings: No crosses are permitted. Separate tees, 45's, elbows and other fittings by at
least 12 inches. Reduction tees are preferred over use of single reducer bushings, Multiple reducer bushings will not be accepted. Only Spears and/or Lasco fittings are permitted. Allow
18 Inches outside of sleeve before the first fitting. No 45 degree elbows on 1 inch and larger pipe are allowed. 12. Valves: A. Master Valves: Every point of connection to the water
supply system shall have a Weathermatic 11000 FCR series valve as the Master Valve, housed in a standard (large) Ametek rectangular plastic valve box with 4 to 6 inches of small (1/2'')
pea gravel placed underneath the valve in such a manner as to prevent soil Infiltration into the box. Blue wire shall be used as the station wire for the Master Valve. B. Station Valves:
Only Weathermatic 11000 FCR series valves are permitted. A Ball Valve will be installed before every station or zone valve. They are to be located within a standard (large) Ametek rectangular
plastic valve boxes with 4 to 6 Inches of small (1/2") pea gravel placed underneath the valve in such a manner as to prevent soil infiltration into the box. The small (1/2") pea gravel
should be 2 inches from the bottom of the valve body. C. Ball Valves: Female threaded plastiC Spears or Lasco ball valves with positive T-handle cut off must be installed on every 200
feet of mainline for isolation purposes. A ball valve is also required to be installed before every every station valves. D. Quick Coupler Valves: Use only West Ag V075 single lug quick
coupling valves with a metal top. They are to be connected to a threaded fitting. Teflon 04-!9 Cut l1uuugh Page20fS irrigation I 
tape and appropriate length of gray schedule 80 nipples and schedule 40 fittings are to be used for the swing joint. Secure to 18 inch by 'fa inch steel rebar with a stainless steel
worm screw clamp. House QCV in a 10 inch round plastic Ametek valve box. E. Flowmeters: Purchase from a Rain Master supplier and install appropriately sized flowmeter. Follow all installation
instructions as approved by Rain Master. The contractor must also purchase from Rain Master and install shielded Rain Master EV-Cab-Sen flow meter cable and install within continuous
'V4"or larger gray PVC conduit with 6 inch or larger J-boxes placed every 200 feet or where 360 degrees of fittings are Installed; only sweep fittings are permitted. Only a continuous run
of cable Is allowed; no splices will be allowed except at the point of connection to the flow meter. Connections at the flow meter must first be soldered and then water proofed within
a 3-M DBY connector. Note: certain Rain Master requirements must also be met regarding installation order and distances of separation between DCA, flow meter, master valve and the first
fitting. It is the responsibility of the contractor to adhere to these requirements. At final walk through, proper operation of the flow meter at the Rain Master controller must be demonstrated.
13. Heads: All heads will be installed using the polyethylene green nipples screwed into threaded fittings unless noted otherwise. A. Pop-ups -Only Toro 570Z series are permitted. Install
3,4 inch above the finished grade. a. 4 inch pop-ups: turf, tree bubblers within turf areas (use Toro FBPC nozzles). b. 6 inch pop-ups with no side inlet: very low ground cover (less
than 6 inches at mature height). C.12 inch pop-ups with no side inlet: ground cover and low growing shrubs. The ground cover and shrubs should not be more than 12" at maturity. The Town
Inspector reserves the right to determine of and when heads with Side inlets installed using funny pipe will be allowed. When authorized, use Hardie Blue Line Pipe with Toro barb fittings.
B. Rotaries -Only Hunter 1-20 Series are permitted, unless noted otherwise. Install %" above finished grade. 14. Risers: Use sch.80 PVC with Toro 570-Z shrub head adapters with a short
polyethylene nipple screwed into the threaded fitting in the ground. The Inspector reserves the right to determine placement of risers versus pop-ups. 15. Wiring: All wires will be 14
gauge UFo Station wires will be red. Common wires will be white. Master valve wire will be blue. Anytime the wiring changes direction, such as at an elbow or a tee, allow a loop of at
least 12 inches alongside the fitting at that location. Only continuous wire runs are permissible. Wire should follow the main line where possible and lay along a single side not crossing
over lateral lines. 16. Wire Connectors: Use only DBY connectors for all field wire splices other than at the valves themselves. Allow at least 36 Inches of pigtailed wire at each splice.
04-J 9 Cut '111rougn Page:3 Qf 5 Irrigation I 
Use King One Step tan colored connectors for all valve splices. All valve box splices are to be housed in standard (large) Ametek rectangular plastic valve boxes. All field splices are
to be in 10 inch round Ametek plastic valve boxes or standard, large rectangular Ametek plastic valve boxes at the discretion of the Town's representative. 17. Backfilling: Prior to
any backfilling of trenches, an inspection by the Town's Representative must take place and any necessary changes implemented; otherwise manual excavation to enable proper inspection
will be necessary. Use clean and approved topsoil to backfill all pipe to a depth. All heads and boxes are to be backfilled to grade with clean topsoil. No rocks greater than 1 inch
are allowed. Compact trenches to alleviate settling. Minimal depth of coverage is 12 inches. 18. Valve sequencing must be performed by the contractor and in an order approved by the
Town Irrigation Inspector. At least 12 Inches of extra station wiring within the bottom of the pedestal is necessary for each zone and must be of neat and orderly appearance. 19. Any
deficiencies in coverage noted by the Town Irrigation Inspector will be rectified at the cost of the contractor. 20.Controller: A Town's representative will determine the type of controller
to be used. All controllers shall have a concrete pad of 36" by 36" by 6". InstaJi the controller after the concrete pad is completely cured (two days). Use only appropriately sized
stainless steel bolts, washers and nuts to secure the controller to the concrete pad. All wiring is to enter the pedestal via appropriately sized PVC sweep elbows extending at least
1" thru and 6" out from under the pad. Control/master valve wiring, flow meter wiring and 120-V service wiring are to be separated with each having its own access elbow. An additional
spare :.y4" sweep elbow for phone service is to be installed as well. All national and local codes must be followed during the installation. A, A/C controller -Only Irritrol MC Plus
controllers will be acceptable, Both Mini-click rain and freeze sensors will be installed and placed where they can operate properly. All non-Rain Master controllers must be permanently
wired for quick attachment to a Rain Master remote control unit. B, Battery and/or Solar Operated Controllers -Only LEIT controllers will be acceptable, Install rain or freeze sensors
on these controllers with SKIT8821-4 installation kit. C. Rain Master: Only an approved size Rain Master Evolution DX-2 controller with a stainless steel pedestal and heavy duty transient
protection is permitted, The controller must include all necessary hardware to ensure reliable communication and operation with the Town's central control located at 16801 Westgrove,
Installation must include the following Rain Master hardware, purchased only from a Rain Master supplier: DX-03 sensor board, DX-PH phone communication option, flow meter (same size
as the mainline), and shielded EV-CAB-SEN flow meter cable. It is the contractor's responsibility to entail the cost of and work work in conjunction with South Western Bell Telephone
to establish a dedicated phone service and install an Interface within the pedestal at each controller location via direct burial cable, The entire installation must conform to Rain
Master specifications and be 04-19 Cut '111rough Page 4 of5 IlTigali()fl I 
approved by the Town prior to and be inspected during installation. Such specifications will include grounding and pad configurations and distances of separation from water meter to
DCA to master valve to flow meter and the first fitting. A functional Mini-c1ik freeze and rain sensor must be installed in an approved location and by an approved method. For part numbers
and pricing of any Rain Master eqUipment, contact Matt Swor of Longhorn Inc. at (972) 406-0222. For technical questions, call John DuBose of Rain Master at 214-632-2289. 21. Communication
is the key. Ifyou are unsure, CALL Ron Lee, the Operations Manager of the Addison Parks Department (972) 450-2863. 04-19 CuI '11lrough Page 5 of5 Irrigation I 
Landscape Scope of Services Morris to Conference Center Connector March 22, 2004 Irrigation: General Notes-I) Two valves and one quick coupling valve located just north ofthe existing
dumpster location will need to be relocated to the west into the turfjust at the east end of the Nellie R. Stevens (NRS) holly line along Morris Ave. Note: This must be done prior to
paving excavation to allow for watering of other unaffected zones. A stub-out ofthe mainline will need to be installed and capped as well as all affected lateral lines will need to be
cleanly cut and capped to allow for such watering. 2) The existing irrigation and tree under-drain in the tree planting pit that is to be pennanently removed for the installation of
the driveway must be reworked. Excavate the entire pit by: Removing all plantings, transplanting the tree (See General Note under Landscaping), and removing all soil, filter fabric,
and rock exposing the tree under-drain and the tree pit irrigation. The perforated tree under-drain must be be converted to solid pipe of the same schedule rating (believe to be Schedule
40) by utilizing the same size piping, rubber boot-type connectors and stainless steel wonn clamps. Backfill the pit to the level of the irrigation with small lifts ofnative black soil
compacting each lift sufficiently to prevent settling. Remove irrigation lateral irrigation line with fittings and replace with solid pipe and join each end with the existing lateral
lines on each side of the tree pit. The newly installed lateral line, existing mainline, and existing wiring must be installed in a solid sleeve ofthe same size as the existing. Note:
Splicing of wire is not pennissible. Installation of sleeve can be achieved by slitting of the slecving material, forcing an opening wide enough to allow for the sleeving material to
be placed over the lateral, mainline, and wiring, and securing each end with rubber boot-type connectors and stainless steel wonn clamps. Wrap the entire assembly in filter fabric and
secure with duct tape. Complete backfilling of the tree pit in small lifts with native black soil adequately compacting each lift to prevent settling. 3) Must install two Schedule 40
sleeves, one 4" and one 2", across the new driveway and have them extend a minimum of 12" out from under all pavement. Coordinate the installation of the sleeving with the paving contractor
prior to pouring the concrete. Cover the end of the sleeves to prevent soil infiltration until ready for use. 4) All wiring impacted will need to be taken loose at the existing 10" round
splice box (See white flags) located just west of the valves in #1 above. New wires will need to be run from the existing wire splice box to the relocated positions for the two valves
in # I above. Additional wiring for existing valves located east of the 04-19 ACTe Cut Through Page 100 LS specs fot Morris COnnections 
new driveway will need to be run from the existing splice box, through the newly installed 2" sleeve, to a new 10" round splice box to be installed on the east side of the new driveway.
Existing and relocated valve wiring must be re-connected to existing wiring within the existing splice box on the west side ofthe new driveway and automatic controller operation verified.
All wiring to be 14-gauge UF and all splices are to be King One Step beige in color. Allow (18) inches of pig-tailed wire at each point of connection. Note: Existing valve wiring for
zones east of the new driveway will need to be carefully excavated to expose enough existing wire to allow for the 18" pigtail. 5) Heads: All turf heads are to set cap high above finished
grade prior to sod installation, and all bed heads are to be cap high above the fmished mulch layer. 6) All work must: Progress as quickly as possible to avoid prolonged watering down
time, comply with the Town ofAddison Irrigation Specifications, and be accomplished by an irrigator licensed by the State ofTexas. Existing Controller/Zones: Zone #81) Location: Berrned
turfarea north of theater offices and east ofthe existing concrete pad at the north edge of the theater employee parking lot. 2) Valves for this area are within the turfarea ofthe berm
3) Wiring for these valves will need to be spliced in the new 10" round box installed on the east side ofthe new driveway, and new wiring will need to be ran from this box, through the
newly installed 2" sleeve, and terminate at the existing 10" splice box located on the west side ofthe driveway. Tie these wires into existing wires within the splice box on the west
side of the driveway and verify automatic controller operation ofthese valves. Zone #7 (See Red flags)I) One ofthe two existing valves north of the current dumpster location which will
have to be relocated (See Irrigation General Note # I above) .. 2) Controls turfalong the north side ofthe existing concrete pad north of the theater offices and theater employee parking
lot, and the turf north ofthe current dumpster location. 3) Must relocate valve to the turf area just east of the NRS holly row along Morris Ave. Move (2) heads with Quarter (Q) nozzles
to the west as far as needed so that the new location will be on the edge of the new driveway curb. (See double Red flags). Run new lateral line from existing one located and capped
at the start of the project, through the newly installed 4" sleeve, and tie into the existing line for the heads north of the concrete pad that are to remain. Note: Depending upon where
the west curb of the new driveway is located, an additional head may need to be installed on this lateral at the west edge of the driveway for coverage. Zone #6 (See Yellow flags)I)
Second of the two valves north of the current dumpster location which needs to be relocated to the turf area just east ofthe NRS holly row along Morris Ave. 2) Controls all the NRS hollies
east ofAddison Rd. and north ofthe Addison Rd. entry drive into the Conference Center parking lot, the turfstrip between the NRS 04-19 ACTC Cut Througb Page 200 LS specs for Morris connections

hollies along Morris Ave., and (3) turfheads just east ofthe existing concrete pad north ofthe theater offices. 3) Run new lateral line through the newly installed 4" sleeve and connect
each end to existing lateral lines (from the valve and from the three heads outlined in #2 above) cut and capped at the start ofthe project. Also connect new lateral line from the valve
to the existing lateral line for the NRS hollies to the west that was cut and capped at the start ofthe project. Zone #4 (See Pink flags)I) Controls turf on north and south sides of
proposed new dumpster location. 2) Move (4) turfheads with Qnozzles approximately 5' directly away from the existing curbs to allow for formation of new bed. Install a new lateral line
and (4) new Toro 570-4P bed heads with 10 Half (H) nozzles. Locate the heads approximately 3" off ofthe existing curb and triangulate them offofthe locations for the to be installed
NRS hollies (place one head betwecn each two holly trees). Tie the new lateral line into the existing existing lateral line supplying water to the existing row ofNRS hollies along Morris
Ave. Note: Point ofconnection to be in the void behind the existing electrical cabinet at the northwest corner ofthe site. Heads must be cap high above top of mulch layer after installation
of plantings. Landscaping: General Note: Required prior to paving excavation is the removal and relocation of(1) Live Oak tree along the south side ofMorris Rd. (relatively recently
planted IOO-gallon) to the east to replace the dead adjacent Live Oak. All plantings within the relocation tree pit to are to remain and will most likely need to be removed and re-installed.
Note: Any plant material that dies will need to be replaced at the contractor's cost. Exercise extreme care not to plant the tree too low. Any damage to the irrigation system must be
repaired to the satisfaction of the Town ofAddison representative immediately. Stake the newly transplanted tree from the scaffolding branches down to T-posts using 14-gauge galvanized
wire and rubber hose at the point of tree contact to prevent bark damage. I) Establish new 5' wide beds on the north and south sides ofthe proposed new dumpster location. Install 3/16"
thick steel edging from the east curb to the existing edging along the existing NRS holly row along Addison Rd. Kill existing vegetation within the edging confines with Roundup and remove
once dead. Prep new planting areas by thoroughly tilling 8" deep with 4" offinished compost from Soil Building Systems. Plant (6) 100-gallon specimen quality Nellie R. Stevens holly
within the new planting beds; (3) on each side to screen the dnmpsters. Thoroughly water in the new plantings and mulch with 3" of shredded hardwood bark. 2) Remove all debris, rock,
roots, etc., and backfill all low spots within the construction area with black native topsoil. Fine grade all areas and solid sod with Common Bermuda thick cut grass sod grown on black
clay soil. Thoroughly water in all new grass and roll to level. 􀀰􀀴􀁾􀀱􀀹􀀠ACTC Cut Through Page:3 of:3 LS specs for Morris coMedions 
􀀺􀀢􀀺􀁦􀁾􀁾􀁾􀁾􀀻􀁾􀀠:..= PUBlJC WORKS DEPARTMENT POlItOffice Box. 9010 Addiaoo. Tcxu 15001--9010 16801 Wcstgro'Vc GENERAL CONSTRUcnON NOTES A. PriorI!> oolll1l1ellcing COIlStIuetion,
Ihree sets ofAJlIlf()ved CoDSlnlotion Plans (Civil Set) shall be provided III the ToWII ofAddison Public Works Depatbnem. Tho owner or their II\I!horiz.edrepxeseutative, shall conv...a
􀁰􀁾􀁯􀁮􀁾8DIOIlS the Town ofAddison, the Consulting 􀁾􀁳􀀩􀀮COlltraCtoI(.), UIllit.y Compllllies. and any othetlllfeeted parties. atleast 481lo1n1: prior to the beginning of_edo.. Co_the
AssistautDirector ofPublic Works orthe Public Wod<s inspeoUlr at (972) 450-2871• . , B, ..Tho cootractorshall obtain. Right-of-Way Pom>itlrom the Town ofAddilson prior III wodcingwilhin
the pul>1ic right-of-way. C. IU. the COJ\lraCtQr'. """P"JI"ibilit.y to _ any UIllit.y Companies fur location ofoxistingfacilities in ornear the _ areas. These indode. butmay oatbelilll!ited
to the fullowing: The ToWII ofAddison Comcast (AT&T) Onoor 0... and Electric MCl WorJdCom sse (Southwestern Be!I) Biooks Cable TCI/Charter Coble Explorer Pipeline ,D. The __shallprovide
submittals to the Town of Addilson, for approval of all matcriaIs to be odrl<:d to the Public 􀁉􀁮􀁴􀁴􀁡􀁳􀁾􀀠prior III incorporating material. into the job . .B. The u1iliqr _ shall
submit to the To"" ofAddison, "" approved tronch 'nfely pi.", sealed by a professional engineer regiBtered inthe Stah'l ofT_for the installation ofutilities greakr than Ii•• (5) feet
in depth. Y. The con_ldeveloper sball.erify eompIiance will> NPDES and submit. Swppp as part oftbc 􀁾􀀰􀁉􀁬pi.... . G. A ttat!ic oontrol plan that complies with Part VI of the 􀁾M_on
Uniform Traffic Qmtm! Devi...fi>r Streets and Higbwm l shall be submitted as part ofthe construction pl ..... r I, u: T_orpermanent btmicodes shall retruriD. at all points ofingtess
or egress to provcnt public .... unliI snell street receiv<8 final """"""",.! 􀁾􀀠-. L During COlISInIedon, the OWItCC shall provide a qualliied gectechnicallab to pcrfurm ma:teriollesling
duringthe <ODSIn1otion, at the .l<QIIOSt ofthe To"" ofAddilson. 􀀧􀁾􀀹􀁒TO FJNAL ACCEPI'ANCE BY THE TOWN OF ADDISON, THE FOLLOWING ITEMS SHALL 'SE't:OMPLETED: ---, 􀀭􀁾􀀻􀀻􀀺􀁾􀁾􀀬􀀺􀀠-1,;
The _.at their expense, shall repair ""y oxisting pavement. corb. iIrigalion system, IlIIldscapiI!g, fJ11JlJor sidewalks damaged or removed due to eonstructiOll ectivity• .2. Lot pins
shall be installed !Iller 􀁾and prior to fieal """"PtImCe. eonordio tIIOllUlllCIIIs shall be placed as abown on the final platlUldiron pins shall bc plseed at block comers. curve points.
...d ""gtc points in poblieright-<>f-way. Con<ret< """"'m.... sball be six (6) inches in dilll1l_ and twenty.toor (24) intlhes long. All. iron rod on&-haIfinch in diam_ shall be embedded
at least Ihree (3) inches into IhemOllUlllent at the exact intersectiOD point ofthe monument. Themonumcntaball be set at S1lCb an medon that !Iller ccnstruotion; the lop of the monument
will be not less than twelve (\2) inchesboIew tmiabed grede. ,, [ tf • 
PUBUC WORKS DEPARTMENT (972)45G-2871 · 􀁾􀁇􀁅􀁎􀁅􀁒􀁁􀁌CONSTRUCTION NOTES" cont. ..·3. The COIliraeIOt shall stamp. 2·inoh "W" and • 2·incl! "5" in the curb at the location ofthe _ and
sewer IOrVice lines, . reopeoIively. A 2·inoh "Cft shall mad< conduits crossing pavement, and a 2·inoh "V" shalIllllIl'k _ volv... with the"point" of the "V"toward the volv.. · 'I. ..
AU existing and proposed improvcmenl$ (vol..., manholes. fire hydrants, water meI!n, CI<>.) shaU be adjUSlOd to final Jini£hod grade hythe contractor. S. . Any adj"""" properties offectad
hy the constru<:ti"" shall be restored to pre-constru<:tion cooditioo, or better. ...􀁾􀀠A&gistcred Professional Jlngiomin the S_ ofT"""" shalI...uf:ythattheprojcet was<ODStnl<lcd in..-danoe
with thop'", and speoilic.ti""" approved by the Town ofAddison. · ',7. The.,...,...shalI provideonereprod""ible sci, two blue line ,ets, ODd "". oh:olronit mediA (In!crgraph orAutoCAD)
eopyof .. dimensiouad"􀁁􀀮􀁳􀂷􀁂􀁵􀁩􀁉􀁾􀂷plans (dimeruri.oncd, da!l:d, sealed and certified by a &gistcred ProfessioGal Engiom in the S_ofT_). .8. A list ofmatm... and appudonllDtCS
included in the public inli1!structuro shaU be.submitled. Square footli8O ofapproaches and &idowaIkB shall be includad in this list. The _ shall proviJle veriliClllioo. ofoomplolioo
ofaU required tests (pressme, bacteriological.bacldlow, vacllUlll, mimdreI, VHS vidoo ofsanitary sewer, etc.) ·10. AMJIiI!!euance Bood shall b. subIllitted Cor the Public Jnftastructure:
. • 100% Corvalualiolls less than or equal 10 $5,000.00 • $5,000.00 forvalua!iOllS:> $5,000.00 but < $50,000.00 • 10% for valuations:> $50,000.00. The Bood is typieaUy subIIlitted by
the Oeneral Contractor, but lI1IIY also be subIllitted by the 􀁾Own.... The Bood shall be for. period of_year beg:inlIing with the data offinalaeeeplallC» by the Town. The COIliraeIOt
shall taU (972) 􀀴􀀵􀀰􀁾􀀸􀀴􀀷􀀱􀁯request a waIk-througb inspection of the public 􀁾􀀠. 'Ii w_and sanitary II<OOUIlIs shall be set,,!, with utilJ1y BiIllDg(972-4.S1).7OS1) andall .......my
dopooils paid hy the party . responsible for the water 1OrVi.... Issues idenlifted during the final waIk·tbrough inspection that require revioioo, repair, or IIIlditional wO!k lI1IIY
be addresaed in • ktter 101hcTOWIlofAddison. TbeJetter shouldbe _loth. atlonIion oftho AssistonIIlb:_ of Public WOIi<s,PO Box 9010,Addison, . TX 75001,onofficiAllet.1orhead (Ownerlaenaal
Contr_), and will include a list ofthe ileinS andtheprojceted oompletiondata. Upon receipt of said Jetter, the Public WodoI Inspeotor 7l1Ill'sip off"" • "temponlly" CertiIlcate of Occupancy
provided there is no . : endangerment 10 h<8lth or safety. Upon oompJctionofaU required workin. satislllctory_, and receipt ofau the requiremeoIslisted above, 1hc Public Works '. lilspe<tor
win sip offon the full Certificate ofOccupancy. Other dcpBtt:cle!!ls or agencies""'Y have stpaIlIIe requirements not . oovcred by the PubJic Worl<sDepBI!ment. . 
Dear Water Service Customer/Certificate ofOccupancy Applicant -:ibe Town of Addison Utilities Division of the Public Works Department is committed to providing its residential and business
customers the safe:;t, most reliable water supply possible. In order to maintain .. me .integrity of our water supply and comply with increasing state and federal public drinking water
􀁾􀁾􀁧􀁵􀀱􀁡􀁴􀁩􀁯􀁮􀁳􀀬􀀠Addison has implemented a Cross-Connection Control (CCC) Program (See attached ijit()rmation sheet). . • ".0' · .A,. ml\ior component of our CCC. Program is
the insta1lation of the appropriate bacld10w prevention •a8sembly at each service connection to the City's mains. The determination of which assembly is necessary is based on the type
and degree of any potential hazards in the consumer's water system. t;he owner/developer is responsible fur this installation on all new service connections, all existing ·l!ervices
when the plumbing syStem undergoes permitted modifications or additions, change of property oWnership; and on existing services that have been disconnected for any reason upon completion
of a .system survey prior to re-connection to the City service. . A'certified assembly tester as approved by the Town -. of Addison shall test all assemblies upon h:mtanation. Additionally,
all Reduced Pressure Zone Assemblies shall be tested annually. and other fissemblies shall be tested periodically as determined bythe Town ofAddison. l!leuse be awate that the installadon
of a badiflow ptevelltlon device on an existing water service . (l'f!llies a closed system that Is susceptible to thetmalexpansfo1l, and the possibility ofdamage due to said thetmal
expansion exists. Consu/tmion with a 1Jua/(fied licensed plwnbet Is recommended. ¥y questions regarding the above information can be directed to Phil Kagarice at 972-661·3160. . . ,tw:
Town ofAddison Utilities Division . ··'}1ublic Works Department rpo Box 9010 ·!ddison Texas 75001·9010 .. April S. 2004 'c • ·-+ 
. 􀀨􀀹􀁩􀀲􀁬􀁾􀀱􀀠CROSS CONNECTION CONTROL.JNFORMATION SHEET Tbe Town of Addison is requiml by the Texas Natural ResonreesConservation Commission to eliminate cross cimnections and maintain
a Cross-CoDDection CODIrol Program for the potable water distribution syskml 􀁾your bllSiness. The program iacludes the installation of bacldlow preveodOD _bUes Where appropriate. If,yon
are like most water users, the limns "cross CODDeetHm" and "bacldlow" hold liUle or no meaning fur you. .However, understanding cross connections and how they can affect you sud your
drinking water, is important . . . ACROSS CONNECTION is any physical arrangement where a pubJicwater system such as the Town ofAddison, is; connected directly or iadirectly with any
other apparatus that may canse any substance, other than the city's drinkitJg water, to enter the drinking water system. BACKFLOW means the flow ia the dire<:tion opposite to the nOflIllll
flow Or the iatroduction ofany foreign liquids, g8ses, or substances iato the water distributiOn system. Backflow can 0=nuder any set of hydrsn1ie conditions Where an approved bacldlow
assembly does not protect the system. ". . . It;is a logical assumption that because water is always under pr-.ure, itcan only flow ia one dire<:tion. However, can it flow ia the opposite
direction? The answer is yes, and When it does it sometimes CIlIl result ia disastrous events. WaterwiJI always flow towards the poiat oflowestpressute. Jfa·maia line ia oursyskml should
bteak, or if adire occurred and the fire departmlmt opened several hydranls, the pressure ia our water niains could .drop diamatically, causiag a reversal offlow. The potential fur this
reversal offlow is why your water utility departmImt is ooncemed about the possibility ofbackilow ofeontamiaants iato our water system. .Fm1IIIIateIy, the remedy to cross Connections
and potential cross connections is simple preventative medicine. Yon are required to have an approved backflow prevention assembly. TOWN OF ADDIsoN CODE OF ORDINANCE See. 􀀸􀀲􀁾􀀹􀀧􀀢􀀠InstaUation
01ehed< valves. "An approved check valve shall Pc placed on the property side ofthe water connection to prevent CO!ItatniVafiilii ofthe water system. IIithe event a check : :' valve
was not iIIsta11ed at the timtI semco was obtained m:;m the Town, aikr due notice ia writiag. the collSUDletshall have iIIsta11ed acheck Valve ofthe approved type or the water service:will
be tetminated. (Code 1982, § 18-94; Ordinance No. 084-064; § 10, 8-28-84) . '. 􀁾Town of Addison utility departJneut will help the water user identify potential problems and suggest
ways to ··,.:eJiminate them sud recommend the proper' backflow prevention assembly that the city requires. The Town of Addison has a program to identify potential cross connections II!Id
oversee the iastallation ofbacldlow Prevention .assemblies. While our goal is to always provide yon witbssfe,dependabJe water, we can't do it alone. We need your help to prevent CODtamjnaliOn
through bacIdlow and to keep our water safe throughout the system. 121011'95 an!an!ended April S, 2004 
􀁾􀁾􀁾􀁾􀁾􀁾􀀱􀂮􀀠. . 􀁐􀁕􀁂􀁌􀁉􀁃􀁗􀁾􀁒􀁾􀁊􀀩􀁾􀁾􀁴􀀺􀀠•. ". P... Ollie. B""liOli( Ali;if;..it.... 7S001-'i.!iiil ..' .' . TOwtWF AppISON . GtiNBRAI. REQUT/!RMf!NTS FOR WATER sERVICE
AD new meters installed in the ToWn ofAddison shall be equipped with 􀁾􀁬􀁲􀁏􀁵􀁩􀁥enc:oder registers, programmed to read In thoulllll1d gaBon Ineremenls, and equipped with toueh-pad
readers. Connection fees; .75"=$ 50.00 2"=$400.00 6" $800.00 􀁉􀁮􀁾􀀤􀁬􀁯􀁯􀀮􀁯􀁯􀀠. 3"=$500.00 8" = $1,000.00 􀁬􀀮􀁓􀁾􀀠=$150.00 4"=$600.00 10" = $1,200.00 Domestic (potable) Use: 1.
All commercial unit applieatioos fur domestic use having .!low demands greater than 160 g.p.D!. shall employ either a compound1}'Pe meter, or a single-jet meter, "= 2", and confol1lling
11) Town ofAddison Specifications. Hersey MCJ:'IIrK, Neptune Trufflow, or Badger RecordaJP>< Compoued Series are tho a.;cepted compound models at Ibis time. Singll>;jet meters shall
be MeIron-Famier Spectrum"'. 2. All services with flow capaliilities S 160 g.p.m. shaIlemp!oy either a nutating disc, single-jet, or turbine meter, sized S 2", conforming to Town ofAddison
Specifications. Disc meters .ball be Hersey400 Serlee TIS"'" or 500 Series TIS""', NepI!me T-l(1l1<,or Badger Recordalr>' Disc Series. Sing1e-jet shall be Metron-Pamier Spectrum"', and
lUlbine meters shall be Hersey MVRTII, NepIWIe HP"', or Badger 􀁒􀁥􀁣􀁯􀁲􀁤􀁡􀁬􀁬􀁾􀀠Turbo Serlee meters. Lawn Irrigation: 1. All Irrigation services "= to 1.S" shall employ a lUlbine,
or single-jet 1}'Pe meter conforming to tho ab<M! guidelines. 2. lA:Iss than 1.5" ilrigation meter may be diSc meters, hut lUlbine meters are prefemd. 3. Connection fee. are waived forIrrigatlno
services. '., . . '::l1ire Service: 1. Less than or equal 10 2' meters shall be a iwbiqe, or singlI>;jet meter as described above. 2. Greater than 2" sholl be either a 􀁄􀁯􀁵􀁢􀁾􀀧􀁃􀁨􀁏􀁏􀁫􀁄􀁥􀁴􀁥�
�􀁴􀁯􀁲ASsembly,or a Reduced Pressure Zone Deteetor Assembly. TheseassemblieS shall be apprOved by thO UniVerSity ofSouthern California Poundation fur Cross Connection Control 8nd Hydraulic 􀁾(USC-PCCCHR). and installed in USC approved orientations
and cl_. . 3. Connection fees apply; see above. April 5, 2004 1 • 
(972) 450-2871 BacId10w Prevention MseiDJlHes: All water services 􀀨􀁥􀁸􀁾􀁴fire services > 2". see page Olle) Sbalihave the apptopxiate BP A installed immediately afb:r tho meter.I:(there
are space limitations 0. 􀁩􀁩􀁴􀁉􀁩􀁾􀀠considemtions that would preclude installation in that location, fue BPA lXIlIY be ilistalled inSilieaboildi.ng orothor location. Theromay be no
unpro1eCted taps or I!.lel! futo the servicobetw;Cl:n the m_and the BP A. The Town of Addison Public Wolks Department must approvo proposediristallatiO!l.s prior to actual installation.
All c installations sbal\ comply with 􀁕􀁾􀁃􀀮􀁆􀁃􀁃􀁃􀁈􀁒approved orientillions and clearances as found in tho most recent edition ofthe M!11pU!I OCOoss-tonnecdtm ContrOl: 2. ,'i All
BPA's must be on tho most current List 􀁯􀁾Bacliflow Prevention Assemblies as published by the USC-FCCCHR. 3. i The appropriate BPA will be determined by the Town ofAddisOn Utility Division,
using the most ClIlTent edition oftho Ml1IIual ofOoss-Cmuteciipn Control as published by by USC-FCCCHR as a guideline. Final determination rests with tho Town of' Addison. . . . 4. The
plumber. conlnl.ctor, andior owner is reSpOllSl'ble furbavingtho BPA tested upon installation and initiation ofservice by a Tester certified accOrding toTcBQ:a.WIIS fur the specific
typo ofinstallation (i.e. Fireline, General) and re8istered withtheTdwtlofAddiSOnUtility Divisinn. Thereafter, it will be the responsibility ofthe party paying ihe wate:rbill, to h!lve
tlie BP A tested till determined by the Town ofAddison Utility Division blised on typo ofdevice and Degree ofHazard. Reduced Pressure Zone Assemblies shall be tested at least annually.
S. Stainless steel, brass, or nylonlplastic plugs sbal\ be placed iii all teat cocks after testing. The UStl of Te:tlon tape is required to f.cilitate removal ofplngsforfutoretesting
oftho device. Plumber's putty or pipe dope is unaccepl8ble for this instalIation. . . '·'6.' Double Check Valve Assemblies may:be placed in a.meterllO;. .butthe box mustbe ofsufficientsi.ze
to provide tho proper clearanc.es for acceSsing. testil)s. and repair ofthe device. All above ground device installations sbal\ be protected from :Il.'eei.ing with apparatliS deSigned
for such use. 111 no caseflhall Reduced Pressure Zone AsNembIks bepemt./lIed in /I ni£ts. box01' vauft, or I1IIY other below grIIde insta/lalion.· . .r· April S, 2004 2 , '.'. :.-....

PUBLIC WORKS DEPARTMENT 16801 Wcatarove FIRE PROTECTION SYSTEM REQUIREMENTS FOR FlNAL ACCEPTANCE To whom it may concern: The following will be required before the final acceptance of
the underground portion (from water main to riser) ofyour fire protection system. 1. A State Fire Marshal Certificate ofRegistration for sales, installation, and service of fire protection
sprinkler systems must be on file with the Town ofAddison Fire Marshal's office. Copy to Public Works Inspector. 2. The name and license number ofthe Responsible Managing Employee mnst
be on file with the Town ofAddison Fire Marshal's Office. Copy to Public Works Inspector. 3. "As-Built" plans of the underground system, which have been signed by the Responsible Managing
Employee, must be submitted to the Public Works Inspector. 4. Visual inspection, pressure test, and flush test will have been satisfactorily completed and verified by the Public Works
Department. After completion of the above items, a letter of acceptance will be sent to the contractor, and It copy will be sent to the Town ofAddison Fire Marshal's Office. AprilS,
2004 •. l 
"mIm LINE WA1'E'R SERviCE >2" l6801 We.tgrove CoI!!raclors anellor plumbers are responsiblC for Compliance wiIh ihe fullowing 􀁾􀁣􀁡􀁴􀁫􀀾􀁮􀁳􀀺􀀠All lire line services sball include
.,; approved D!>uble-Check 􀁄􀁾Assembly or Reduced Pressure Zone Detector Assembly at the point ofconnection to theC3y'a water supply. An approved assembly sball be in the most o:ummt
edition of the List of Approved. Bacld!QW Preyerition AsSembli.. as published by the Foundation for Cross-Connection Control and Hydraulic 􀁾􀁢􀀻UoiftnltY ofSontbem California. DCDAa
shall be placed in a concrete 􀁾of sufficient meta allow for CO!IVement testing and/or repair. The vault shall have a eoneteIe floor, and any joints shall be sealed to prevent infiltration
ofmud and silt: The vllUh doors sball be aluminum of the "Dileo' type (bUt not neeesHrily thnt brand), lockable, luge enough to allow removal of the 'complete Aasembly as a unit, and
placed directiy over the unit Ibr ease of access. RPZ IWemblll!ll mllit be In.tslIed above groond'a«ordlng to USC Installation guldelin .., and protected from freezing anellor tampering
with an approved ellClosure, The Assemb6' and piping shall be SII[JPCR'I8d with tlt£IIIIIfactitrejJ. SIlppfJt'IS deslgned.fcr :melt application. (Far ckll'ijlcalian, niference Specijlcation
jorStandoti Pipe Supjiorts as nuinqfactured by Material Resmtrces Co., Hillsboro, Oregon, 503-693-0727 -MOdeIsS89 or 892. The Assembly shall be complete wiIh the USC aPptOVed appurtenances.
Tbe detector meter obaII be any one of " ' the Ibllowing: Hersey Model 430, Hersey MVR-30, Badger Reeordall Model 25, and Neptune Model T-10. The detector meter piping'Shall have an
in-tine Of angle owb-stop or an approved ball valve befbre the meter and the compatible Double-Check orRPZ Assembly after the meter, and a test port after the assembly. All meters shall
be equipped wiIh ol_me encoder registers and toueJ>.pads. (See General R£quiremmJs jor Water ServIce) ,Mainline piping ,hall include a mechanical-joint flange adapter on the inlet ondof
the the Aasembly to tacilitale future IWIOvai or repiacement ofthe Aasembly. The eontw:tor shall be reapoDSible for,haying the 􀀬􀁁􀁡􀁾􀁬􀁹􀀠teSted' by a "oer1ified" Fu.Une Tester upon
installation ofthe system, and prior to iii""; ciilllimlous eonnection,ti,'the City's water supply. The original of the report sball be supplied to the Town ofAdd;.son UJility Division
ofthe Public Works Department. A meter deposit is required fur ell meterti prl\)r to initiation of service. ,Application and deposit will be made to the Town ofAddison Utility Billing
Department (9124S0-7081) by theparty responsible fur the water bill. , , DeviatioI18 from this stsndard may )le considered jlt the 􀁤􀁾􀁄ofthe Director ofPublic Works only lnoofilr as
the protection' ofthe Public Water Supply is not compromiSed.' " '. AprilS, 2004 -. 
I I I I PUBUC WORKS DEPARTMENT 16801 W..tgro.. f ,il WATER SERVICE Sizes 3/4" -2" contractors and/or plumbetS are responsible for compliance with the fonowing specifications: A. Meters
shall be set within the Utility easement and out of vehicular traffic flow and/or parking sp= euro stops are to be set 6"-12" below finished grade. D. To prevent the inflow of mud or
silt into the box, 4-6" ofwasbed pea gravel shall be placed under the meter illSide the boll, allowing for 2-6" ofopec space below the meter. Meter box shall be minimum IS"deep. (See
Figure SM-I) C. Meter boxes and openings sbell be large enough to allow access to, and operation of; all meter nutslflangeslbolts, and the curb stop without obstruction. D. Boxes unavoidably
wlnereble to vehicular traffic sbell bave toed-bearing tnunes and Iida desigued to withstand the anticipated loed. B. Meters shall conform to Town speoificatiollS" to make and type (See
Genera! Reouirements for Water 􀁾􀀮􀀠All meters shall be equipped with electronic encoder registers for connection to touch-ped reeders. F. An approved Backflow Prevention Assembly shall
be installed on all water services after .the meter, with a brsss or copper . nipple between the meter and the Assembly of sufficient length to allow placement in separnte boxes. Both
meter and assembly shall be accessible fur testing and repaiIs. 11 shall be the reaponsibility of the contractor to have the Assembly tested upon installation by • TCEQ certified tesler,
registered with the Town ofAddison Utilities Division, who shall provide the original ofthe test report to the Town ofAddisou Utility Division prior to final, continnous connection to
the City'. water supply. G. All companion flanges shall be elliptical brass, and all bolts & nuts shall be grade 316 sIllinI...steel, 5/8-11 "lv.." bel< heed. H. Meters sbell be set
level In all directiOIlJ. 1 2" meters shall bavealaying length ofl7"; 1.5" meters shall beve • laying length of 13". Meters may be "compact," but the ditference shall be made up with
a strainer strainer upstream or a spool with test port downstream ftom the meter. 5/8" lC 3/4" meters shall have 1 Ii" laying length. 3/4" meters .bell bev. 9" laying length, and I"
meters shall baw 10 3/4" laying length. (Approval ofUtility Inspector) .. 1. A meter deposit is required for all meters beti:>re initiation of service. The party responsible for the
water bill will make application and deposit for service to the Town ofAddison Utility Billlng Department. (CaII45()'7081) Aprils, 2004 1 '. 
􀁴􀁾􀀻􀁩􀁾􀁾􀁾􀁾􀁴􀁾􀁴􀀠􀁐􀁕􀁂􀁕􀁃􀁗􀁏􀁾􀁋􀁓􀀮􀁐􀀬􀁊􀁗􀀬􀀻􀀮􀁩􀁮􀁊􀁾􀁔􀀬􀀮􀀬􀀠....... . ; Post om•• 􀀦􀀮􀀹􀁩􀁬􀁬􀀰􀁾􀀮􀁾􀀠1soo1;9(iiil .. 3/4"-2" WATER. SERVICE APPROVED MATERIALS andPROCEDlJRES
···1; .pouble-strap bronze tapping saddle With CC. (AWWA taper) threadll: Mueller #BR2B, Ford #202B, or McDonald #3825. Tap shall be set at 45° ofveriiJ:aJ. on the mainline. Alternate
tapping saddle #2 fOllowing. . . ..2;",'}MueIler Servi-Searm style 502,504,506,508; 7" min. length; Ford StYleFS303-CC, or equal (Submittal to Public ... ·,WOlks Dept for approval).
3.•;jCorpomtion stop with AWWA taper thread (CC)by conductive compression connection: Mueller H-1S013 or . ";B25008 (1.5", 2"), Mueller H-lS008 or H-2S008 (3/4", I"), Ford FBlOOO or
FlOOO (1.5", 2", -6-0, -7-0, .l'eSpectively), (314", 1", -3-0, -4-0,l'eSpectively), McDonald 4701Tor 4701BT 4 Pipe and metef size shall be determined by owner with approval of Building
Inspection or Public WorkslEngineering Departments: Piping shall be coutinuous type "K" copper copper from coxporuIion to cmb stop and .. j completely embedded in sand 6» around the
pipe. S.· •90 degree angle curb stop with lock-wing: Mue1ler H-14277or B24276 (IS', 2"), Ford KV43-666W-O or FV43. ·777W-O (1.5", 2"), Mueller H-14277 or B242S8 (314", I"), Ford KV43-332W-O
or KV43-444W-O (3/4",1"), . McDonald4646BT or 4606BT. All conranion flanges (1.5", 2jshall be brass. 6. .. Meter boxes shall be ofsufficient size to accommodate the cmb stop, meter.
and all connections. They shall have a cover with mIder lid. Concrete boxes sb8JJ be Sl2Cked to achieve Slifficient depth (see "B&C" page one). 7•. hn-line curb-stops, meter yokes/setters,
and/or metef risers may be considered on a 􀁾􀁢􀁹􀀭􀁣􀁡􀁳􀁥basis d.epende:nt ;on situation and subject to approval ofUtility Inspector and/or Utility Superintendent No gate valves will
be ... ; allowed on the inlet side ofthe meter. 8,' The type of Bacldlow Pxevention Assemblyre<J.Uired will depend upon the degree of hazard or potential hazard : which exists. Contact
Utility Superintendent for fbrtherinfOIllllltion at 972-661-1693. .. ..9:.:!The tapping saddle and corporation 􀁾􀁭􀁵􀁳􀁴􀁢􀁥poly-wrapped (8 iIiil) and hand baddilled with sand to a
depth ......exof 12". Additional bacldill may be done by machine, with material ftee ofiOeks and clods exceeding three (3) .... 􀀧􀁾􀀠inches in diameter. CAUTIQNUlmpeclioJl mUl!t be
ellUed for and completed prior to baekl'ilt or tap must 􀀺􀁾􀀠be re-aposed by the coJltra£tar so that the Town's representative may mmplete the inspection. ·';iLawn irrigation sprinklers
are exempt ft:om conneCtion fees . .. . . }Connection to an existing service will require a $35.00 connectiOn:fee. ··See Figure SM·I fur detail. . AprilS, 2004 2 "',' .. "
; f !, ! II, J I PUBUC WORKS DEPARTMENT WATER SERVICE Sizes > 2" "'Cmmactors, plumbers, and/or developers are respollSl'ble fur complian<:e withthe following specifications: i •A. Provide
and install. mechanical jointtapping sleeve or SlIIiIIless SteeI tapping sleeve (such as Mueller H-61S or Mueller H-304 respectively). Submittal and approval teqUii'ed ifother . .B.
Provide and install.1apping valve to meet Addison specificalion GV-9S.1, fbrmilient wedge gate valve. 􀁾􀁃􀀮􀀠Provide and install. piping. Piping shall eonfmm to ANS1/AWW A C-909-9S
fur Molecularly Oriented PVC " Pressure pipe for wate;r dis1ribution. Pipe shall be ISO-psi minimum class rating fur domestie use, and ZOO-psi minimum classratlng for fire line applications.
Submittal and approvali'equired, ifother. ·D. Fittings shall be duclile iron mechanical joint style, wilh restraining glands (such as Mega-Lug). Fittings shall . be wrapped with 8-mi1
POlY prior to backfill. Pipe embedment shall conform to NcrCOG Class "B-2", or "8+" (fi'om Standard Specificslions for Public Worlcs Construction, Third Edition, Drawing 3020, 3030).
CIUshed stone shall be sepa1ated from the gnmuIar material by Ii Isyer ofgeotextile 􀁦􀁩􀁉􀁢􀁲􀁩􀁾􀀠VariatiOtlll allowed with engineer's seal and approVal ofCity Engineer. 'F. Servieo
meter or Fire Line DCDA shall be pieced in Ii pre-cast eOncrete vault with floor and access hateh. Hatch shall be "Bileo"-type. aluminum, spring-assisted, lookable, andsufliciently sized
to allow for n:moval ofcomplete meter or assemblY. Vault shall be placed witbin.the public ROW. wherevecpossibJe, d.earof vehicular trafI:io flow and/or parking areas. . -.:. 􀁾􀀠" G.
All meters shall be equipped with electronic eric9der registers calibr/lted. to read in 10()() U.S. gallon increments, and remote touch-pad reading deVices. (See Gehe/rllRegpll"ement.t
(or Water Service) H. The meter and/or back:flow assembly and piping shall be supported with.1Il8II1lflll:tn supports designed for such application. (For clarification, refeRmCC Specification
fur fur 8tandqn Pipe SupporUaS manuflu:tured by Material Resotll'Ces Co., Hillsboro, Oregon; 503-693-0727 -Models SS9 or S92). L There shall be an MJ by flange coupling adapter in-line
on the inlet side ofthe meter or device. April S, 2004 3 :. .' • .' l '" '. 
/j I j //,I f, _ /I ,I 􀁦􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁥 PUBLIC WORKS DEPARTMENT Post Office Box 9010 Addison. Texas 75001-9010 Water and Sewer Specifications Water Mainline Piping All mainline,
fire line, and hydrant lead piping from 6-12 inches in diameter shall be A WWA C90998 Molecularly Oriented PVC Pressure pipe (Class 150 min., Class 200 for fire lines) with.Cast Iron
O. D., or, when pipe penetrates meter vault walls it shall be Ductile Iron.· Pipe Joints sball be rubber ring and integral thickened bell, assembled with a filctory supplied lubricant..
Cast iron fittings shall be mechanical restrainedjoint (£BAA Tron ''Mega-Lug" or equal) type, and poly-wrapped (8 mil) prior to baekfill. Three-inch pipe for fire line services shall
be AWWAC900-75, DR-14, Class 200, PVC. . Embedment Embedment shall ccmply with NCTCOG class "B+" embedment ofcrushed stone to the spring line ofthe pipe, with sand (12" min.) over the
pipe. A layer of geo-textile filhric shall be placed on top of the stone prior to the placement ofthe sand. Tracer Tracer wire shall be placed on pipe prior to embedment. Wire shall
be #12 plastic coated copper wire, tied to all wives and fire hydrants, and extending to six (6) inches above finished grade along the outside of all wive stacks and hydrants. Backfill
Finish backfill shall be native soil free ofall rocks and clods greater than tIlriIe inches in diameter. compacted to 95% Standard Proctor Density, in 6 inch maxinium loose lifts, with:tA!l'O
to plus three, Optimum Moisture. Trenches under pavement may be bacldilled with "t1owable fill" to the level indicated by the pavement thickness, pending the approval ofthe Town's Engineering
Department. Submit a "batch design" for any tlowable fill requests. Service Taps Service taps must meet Town ofAddison Standards. See General Requirements (or Water Service for water
service details. All taps must be inspected prior to backfilling. <. 
I /.J I f ; ! l ,f J ! Sanitary Sewer Pipe SanitaIy sewer mainline piping sh8n meet theema strength requirements of ASTM Specification 03034, or SDR 35 PVC for iilSta1Iations less than
ten teet deep. For insta1lationsgreater than ten feet, SDR 26 PVC shall be iIsed. PiPe shall have the bell and spigot type joints, consisting ofintegral wall section with factozy 􀁾􀁥􀁤compression
rubber ring gasket, securely locked in bell groove to provide positive seal under an installation conditions. Pipe shall be laid with the bell end on the upstream side. Fittings Fittings
shall be identical with the bell and spigot configoration of the pipe, and of the same class rating. .. Embedment Mainline embedment shaIlbeNCTCOG Class "B+", with the addition ofa layer
ofgeo-textile fabric prior to the placement ofthe sand, or as .:Qldicated on approVed, engineeri!d plans. BacIdill shall be native material compacted in S" loose lifts to 95% Standard
Proctor Density, with zero to plus three Optimum Moisture, and free ofany rocb or clods larger than three inches in diameter. Conneetions at Manholes Manholes are to be poured in place
with six sack minimum concrete mix. Asbestos cement sleeves or approved equal with rubber ringjoint shall be used at pipe Penetrations to provide positive watertight seals. Connections
at existing manholes sh8n be cored. Sewer Tans . . The contractor or 􀁰􀁬􀁵􀁭􀁢􀁥􀁲􀀮􀁾􀀺􀀺􀁴􀁮􀁡􀁫􀁾􀀻􀀧􀁬􀁴􀀡􀁡􀁒􀁳􀁩􀁮􀁮􀁥􀁷􀁯􀁲􀁾sewer mains. Water.mustbe pumped out oftapping 􀁴􀁲􀁥􀁮􀁃􀁨􀁾􀁾􀁧�
�􀀩􀁩􀁩􀀡􀁕􀁴􀁨􀁉􀁬􀁏􀁰􀁥􀁲􀁡􀁴􀁩􀁏􀁬􀁩􀁴􀁯􀀠j:ireVent inflow ofgroundwater into the sewer system. Service 􀁴􀁡􀁰􀁓􀁾􀁑􀁬􀁬􀁢􀁥􀀻􀁄􀁩􀁡􀁤􀁥􀁗􀁩􀁴􀁨􀁳􀁴􀁡􀁮􀁤􀁡􀁩􀀺􀁤wyefittings set at
4S degrees Ofvertica1. Lateral lines shall be SDR35 PVc laidOAI:!Ile-qua:rteimch Per foot minimum grade to the property line. A double clean out shall be pWiedai the property lliie,
ai!d set at finished grade with an . lS"XIS"x 4" thick concrete loclitorpad pollred in aI1 l1OIi:1layement locations. Wyes, tees, and bends ure to be encased in Class Beoncrete 6 􀁩􀁮􀁣􀁢􀁾thick,The
Town must inSpe£t tap prior to baekfill operation. Backfill shall beiWehle mch\:JS.ohand placOOliYband shovelonly. After band operation, the rest of the tretiCh inaybe mMhine filled
with 8eleet fill absent ofany rocks or clods larger than three inches in diameter; Compiiction in 6" loose lifts to 95% StandardProctor Density, with zero to plus three % ofOptimlim
Moisttixi:. . 2 • 
! I I ;' I (972) 45Q-2871; 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮PUBLIC WORKS DEPARTMENT 􀁾􀀠 Post Office Boz. 9010 AddiAOll. Texaa 75001..9010( TOWN OF ADDISON SPECIFICATION # FIMS-l FlRE HYDRANTS All fire
hydrants installed for use in the Town ofAddison shall meet or exceed. AWWA Standard C S02-8S or the latest revision thereof. Rated wotting pressure shall be at least 􀀱􀀵􀁏􀁰􀁳􀁾􀀠test
pressure shall be 􀀳􀀰􀀰􀁰􀁡􀁾􀀠and 􀁾􀁤􀁲􀁡􀁮􀁴􀀠shall be capable offiowing IOOOgpm (class A). All hydrants shall be IlllIIlIlfiIctu in the United sillies and shall be manuIl!cturer's
best grade. Hydrant shan be warranted by the manufacturer 1I>r a minimum of 5 years. In addition, an hydwrts shall include the fullowing design Grlteria: 1. General Design A. 3-way style
consisting ofZ opposing hose nozzles sepsrsted by I pumper nozzle, dry barrel type. B. A clearly visible arrow and the word "OPEN" shall be cast in reliefon the top ofthe hydcmt. The
bydwrtshan be opened by tuming the operating nut ccunter-clockwise. C. Operating nut shall be all bronze. one piece, pentagon measuring I \4" from point to fiat and at least I iii" in
height. D. Manufacturer 1lOlIle, size ofmain valve, and year of mall1li'acture shall be east in relief on the upper batreI section, and olearly visible to aid in the idantifioation ofrepair
parts. E. Lower barrel shall have ground line marlci.ngs east in relief and olearly visible approximately 2» below fiange to aid in proper installation. F. "TrsfIic model" with upper
and lower barrels joined approximstely T above ground line by a separate and breakable "swivel" flange providing fur 360 degree rot4Iion ofupper barrel fur proper nozzle:facing. G. Shoe
and barrel castings shall be fabricated ofASTM A-I26, Class B Gray iron or Ductil.l'ron ASTM A536, but no combination I!!ereo£ assuring uni1l>rm strength ofall east components. 2. Ope;raliou
A. Hose nozzles shall be2 111" -7.5"NS, pumper nozzle shall b.4" pumper gauge (40480) afterthe.manner of City ofDaDas .and Cit.y ofCarrollton Standards. Nozzle section shall aDow fur
field repla<le1llnut of damaged threads without special tool, IIl<cavatlon, or disturbing the groand joint line. Nozzles shall be fastened by mechanical means and secured to prevent
oozzles from tuming or bacldng out. Nozzle capo shall be provided with 1-v." pentngon nuts at least 1 \4" in height, a recess provided at the inner end of thread for gasket retention,
IIlId secured to the hydrant with non-kinking type chain made from stock not lass than 11S" in diamat.er. Centerline oflowest nozzle shall beat least IS" above groand line. 1 .. 
I!J , ! .r /􀂧􀁾􀀠<o. . PUBLICW()It.KS DEPARTMEN'J.'> .(972) 450-2871 . I j i •.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀀠r"", om".!!..!X110 Addbon. T.... 􀀱􀀵􀁏􀁏􀀱􀁾􀀹􀁏􀁉􀀱􀁩􀀠..:. ! .". -;'B. Main valve
closure shall be compresSion type, opening 88!Iinst tine pressure and closing with the pressure. Main valve shall be S W' in diameter. A bronze seat ring shall thread into a bronze drain
ring (or shoe bushing). "!bit bronze .baII be low-zine Qess than 16%) to IIIinilnize galvanic corrosion. J;lesign sball >. lIilow Ibr removal ofseat, drain valve mechanism, intomal rod.
and IIil worldng parts throughthe top ofthe hydrant without disturbing the ground line joint or the nozzle section ofthe hydrant. C. Lubrication ofthe upper stern1hxeadS, operaling nut
thresdS, upper and lowertluust coUu bearing sudlices, and O-ring stem seals shall be done automaticllily as the hydrant is operuted. Lubricant shall be low viscosity, non-toxic, FDA
approved oil. Oil reservoir shall be separated ftom waterway by two (2) O-rings. D. The "ttaffic model" safety flange shall employunweakened stainless steel hex: head boltl! (AWWA C
S02, Sec. 3.2.17), and IlIsteners ofsu£ljcleilt slrengIh to bear.aIl test and operating pressures. The stem shall be " -. -,,:, 2-piece, not less than 1 W' indiamolllf (eo<IlIudingthresded
or machined areas) and sball be conoected bya breakable stern coupling. The weaIrened portion ofthe coupq shall bebelow the coupling pins to eliminate llillure due to IIXeessiv<> totque.
All screws, pins, bOlts, or IlIsteners used in conjUllClion with the eoupling shalt be stainless steel. The coupling .baII be ofmetaJ similar Ie that ofstemIe eliminate flIllure due
to electrolysis and corrosion. The coupling joint shall be located belowthe top ofthe lower barrel to prevent vehicle wheel or other fbrees being applied to stem, which would opeo the
valve mechanism. a Drain system shall colISiat oftwo (2) valves feeding two (2) extemaI discbarges. Drain system shaU be so designed as to provide for both automatic and intentional
force flushing at 1Wl1ine pressure. Drain valve mecbanism and outlet shall be all brOID!e. F. The interior surllIces ofthe shoe and lower main valve components shllil be epoxy coated
in compliance with AWWA Standard C-5SO. The shoe and lower barrel sball be connected by stainless steel bolts, nuts, and fasteners ofsufficient size and strength to bear IIil pressures
and fbn:es that the hydrant is subject to, incloding corrosion, fbr its wammted life. 3. PaiDling and Delivery A. Hydrants shaD be deUvered with 2 coats ofprinter on upper bur'" (AWWA
C-S02 Sec. 4.2.3). Interior and exterior shIIil be painted lIS in AWWA C-S02 Sec. 4. excluding the interior ofshoe wbiob shall be lIS noted in Sec. 2.F ofthis specification. B. Hydrants
shall be complete in all detsils when supplied. Due and customary care shall be used in prepsration for shipment to elimjm .... damago in handling or'trausit. Hydrants mast be drained
and completely closed beIbre sllipinODl. . C. ManuJiumJrer shIIil supply 811 Affidavit ofCornpliance verifying that the hydrant and IIil materials used in its constnw1ion conform Ie
the applicable requirements ofthe most rurrent form ofAWWA CS02 and these supplementaIy specitl.oations, that all specified tto;tB have been perfbrmed, and that IIil test requirements
have been met. D. For purposes ofclari.lication, hydrants accepted under this specification include: Mueller Super Centurion, A VK Series 27 Nostalgic style. ApriIS,2004 -2
, -􀁾􀀮􀀠􀁾􀀠I i , . . :,'. . .' ", . . ,f :,', L .􀀨􀀹􀀱􀀲􀀩􀀬􀁾􀁾􀀱􀁩􀂷􀀠'.􀁐􀁕􀁂􀁌􀁬􀁃􀁗􀁑􀁴􀁴􀀤􀀺􀁾􀁾􀁾􀁾􀀠􀀬􀀺􀁩􀁩􀀻􀁩􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠􀁐􀀢􀀧􀀰􀁦􀁦􀁬􀀢􀀢􀁂􀀢􀀬􀀹􀀰􀀱􀀱􀁦􀁁􀁤􀀬􀁾􀁔􀀢􀀢􀀺􀀷􀀵􀀰􀀰
􀁩􀀮􀀮􀁧􀁯􀁬􀀰􀀠' 1600) w..itg.;v. TOWN.OF'A.DDlSON' . SlECWIC4TION# GY-95.1 RESJI'IENT SEATED GATE V;\LvEs All gale valves installed in the Town ofAddiSon sbaIl beofthereSilieilt wedge
type confOlJIlingto AWWA , CS09, Standard for Resilient Seated Gate Valves, in its most currentrevision. In lIddiiioo, all Valves shall· include the following design criteria: . . ..
1. Wedge sbaIl be cast or ductile iron, fuJly encapsulated in synthetic rubber. 2. Wedge robber sbaIl be 􀁭􀁯􀁬􀁾in p1aceand permanently bonded to the iron 􀁷􀀺􀁩􀁴􀁨􀁾􀁴􀀠screws, rivets,
or similar fasteners. . 3. Wedge sbaIl seat against seatiDgsurfaces ammged sy:tIIIIIettically about the 􀁾of the operating stem, so that seating is equally elm:Iiveregard1ess ofdim::tion
ofpressure unbalance across the wedge. . ' 4. Valves for underground in...mUariQllS sbaIl be non·risiDg stemtype.. opening coUJIlljr clockwise by means ofa 2" square operating nut. Valves
fOr installation in a vault . shall be ofthe rising stem type opeWng coUJIlljr clockwise by means ofa band wheel. The word OPEN and an ARROW indicatiDg din:ction to open sbaIl be cast
inlIiolIlI1(2l ofthe n\lt,or band wheel. S, Stem sbaIl be sealed by at!C:ast two O-ringS. All stem seals sbaIl be replaceable with. valVe fuJlyopen and w:biIe subjected to full rated
pressure. 6. All nuts and bolts sbaIl be $iinless steel 7. Wate<waysball be 􀁳􀁭􀁯􀁯􀁴􀁨􀀮􀁥􀁮􀁤􀁳􀁨􀁡􀀱􀁬􀁢􀁡􀁾􀁮􀁯􀁤􀁥􀁰􀁾􀁑􀁬􀁉􀁓􀁯􀁲􀁣􀁡􀁖􀁩􀁴􀁩􀁥􀁳􀀠in seat 􀁡􀁲􀁥􀁡􀁾􀂷􀀠foreign
material can lodge and preventclosme. WaterWay, sb8n be large enoUgh to acCept . full size tapping cut1m' witho1ltiIamagiDg the inm,rioiof the Valve.' . • 􀁾􀀠-' . ',-.... . 8. Valve
body and bonnet shall.be epoxy'coated, inside,1i1id our.witi1 fusion-bonded epOxy. Coating sbaIl conform to AWWA CSSO-90, Stsndardf'orPrOtectiw Iiiterior Coatings for . Valves and Hydrants.
.' '. . . . , . 9. Cottent list ofapproved 􀁾Valves: Mudler A2360;AF<:: 500; and A VK Serms 25. Other valves may be submitted for consideration to the Town. <ifAddison Engineering Department
for verification ofcomplinnce to these specifiCillions. 
/i ,/I i i/! BID FORM Bid 04-19 ACTC Cut Through Company Name: ________________________________ Full Mailing Address:________________________________ Phone Number: (__-J).___________Fax
(c-__),_________ Print Contact Name: __________________________________ I bave roceived, read. and will abide by all pages of these specifications, I am a legal agent ofthe above named
company and am fully authorized to sign this bid. Affiant further slates that Bidder has not paid. given, or donated or agreed to pay, give or donate to any officer or employee of the
Town ofAddison any money Or other thing of value. either directly oril1dlrectly. in award of the Bid, Authorized Signature Print Name and Title Date Description iRemove concrete slab
Remove concrete curb Remove Concrete Pavinll Remove and Replant Tree :Remove Shrub construct 6" slab Construct Tvpe 1 Handicap access ramp Construct 6" curb construct lavdown curb Construct
8" concrete drivewav Construct 4" concrete sidewalk Furnish and place block sod Placement oftop soil Place brick pavers Plant Nellie R. Stevens' Hollies 8-1 0' Install and Repair Irrigation
system : . Quantity Unit Unit Price Total Price 10 SY 0 LF 40 SY : 1 EA 15 EA I 15 SY : 1 EA , 0 LF I 0 LF 0 SY 0 SY 0 SY , 10 CY : 0 SY 8 EA 1 LS Total 􀁾...________ Page t of 3 Bid
Form « Contract Calendar days ___ Bid Fonn signed__ References_ Q4·19 Acre Cut Tbrough 
! ! ! !/f f ; , !, J, AGREEMh'NT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _day of _____ 2004 by and between the Town of Addison, of the County of
Dallas and State of Texas, acting through its City Manager, duly authorized so to do, Party of the First Part, hereinafter tenned the OWNER, and .of the City of , County of ____and State ofTexas, Party of the Second Part, hereinafter tenned CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter
mentioned, to be made and perfOImed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: ACTC
Cut Through and all extra work in connection therewith, under the tcnns as stated in the specifications of the AGREEMENT; and at his own proper cost and expense to furnish aU the materials,
􀁳􀁵􀁰􀁰􀁬􀁩􀁥􀁳􀁾􀀠machinery, equipment. tools, superintendence) labor, insurance and other accessories and services necessary to to compIete the said construction, in accordance with
the conditions and prices stated in the Proposal attaehed hereto and in accordance with the bid specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified
by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR'S written Proposal and the General Provisions, all ofwhich 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 shall have been given
to him, and to substantially complete the work within the calendar days per specification after he commences work, subject extensions of time as are provided by the General Provisions.
The OWNER agrees to pay the CONTRACTOR _____________ dollars ($XXXX) in current funds for the perfonnance of the Contesct in accordancc with the Proposal submitted thereof, subject to
additions and deductions, as provided in the General Provisions, and to make payments of account thereof a, provided therein. 04·19 ACTC Cut Through Page 2 of3 Bid Form -Contract 
1 I /IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first I above written. ! ,! TOWN OF ADDISON ATTEST: (OWNER) By: _______________________
City Manager City Sccretary ATTEST: By: _____________ By:____________ The following to be executed ifthe CONTRACTOR is a corporation: I, ________________________􀁾􀀬certifY that I am
the secretary of the corporation named as CONTRACTOR herein; that ________________________, who signed this Contract on behalf of the CONTRACTOR is the ________________ (official title)
of said corporation; that said Contract was duly signed for and in behalf of said corporation by authority ofits governing body, and is within the scope of its corporate powers. Signed:
Corporate Seal Page 3 of3 
p.2 ;/HP LASERJET 3200 .. 111: HILL, JOHN DhIJJ@cowlesthompson.coml tient: Monday, April 16, 2001 12:36 PM "0: 'Jpierce@cI.addlson.tx.us' c:c: DIPPEL, KeN Uubject: Insurance ,Iim--Some
co_ents regarding the insurance requirements for the 􀀮􀁾􀁮􀀹􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀁱􀀠:ontract which you called about on Friday (please check these insurance requirements and coverage amounts
with Randy Moravec) : ·-?rofessional liability insurance in an amount of not le•• than $1,000,000 􀁾􀀭􀁗􀁯􀁲􀁫􀁥􀁲􀁳􀀠compensation insurance as 􀁾􀁥􀁱􀁵􀁩􀁸􀁥􀁤􀀠by Texas law --Commercial
general liability insurance against claims for bodily injury, death Or property damage or destruction, with limit. of liability of not Ie•• than $1,000,000.00 for each occurrence, $1,000,000.00
general aggregate. Coverage must include· contractual liability. --Comprehensive automobile and truck liability insurance (if motor vehicles to be used at the project site), covering
owned, hired, and non-owned vehicles, with the minimum limits of $1,000,000 per occurrence for bodily injury and property damage The policies shall be endorsed to provide the following,
as applicable: (i) in all liability policies, name as additional insureds the Town and its officers, agents, and employees, (ii) in all liability policies, provide that such policies
are 􀁰􀁲􀁩􀁲􀁮􀁡􀁾􀁹􀀠insurance to any other insurance available to the additional insureds and that insurance applies separately to each 'insured against whom claim is made or suit
is hrought; and (iii) waiver of SUbrogation in favor of Landlord·must be included in all liability and workers compensation policies. All insurance policies are to be issued by an insurance
company acceptable to the Town and authorized to do business in Texas and in the standard fODll approved by the board of insurance commissioners of Texas, and shall be endorsed to provide
for at least 30 days advance written notice to the Town of a material change in or cancellation of a policy. Certificates of insurance, satisfactory to the Town, evidencing all coverage
shall be furnished to the Town prior to the execution of a contract, with eomplete copies of policies furnished to the City upon request. The Town reserves the 􀁲􀁩􀁧􀁨􀁾􀀠to review
and revise from time to time the types of insurance and 􀁬􀁩􀁭􀁩􀁾􀁳􀀠of liability. required herein. L 
Steve Chutchian To: Sedi@dal-tech.com Cc: Jim Pierce Subject: Addison Theater Center-Parking Lot Design Proposal Hello Sedi: ·In regards to the proposed improvements at the Addison Theater
Center Parking Lot, Ollr staff reviewed your proposal for engineering design. Unfortunately, the total cost of performing the Cut-Through design far exceeded our expectations. Subsequently,
we have decided to terminate negotiations for the design of this project with your firm, as well as any other firm. We have decided to look at other options to meet the needs of the
conference center. It might be helpful if you, Jim Pierce and I meet after the first of the year, and discuss the Town's perception of acceptable engineering fee levels for future design
projects. We look forward to hearing from you soon. Thanks. Steve Chutchian 1 
DAL TECH ENGINEERING PAGE 01121.1&/2003 13:28 9722504774 , CONSUlTING CIVIL ElI&INEEM , SURVEYORS CONSTRUCTION MANAGERS VIA FACSIMILE (972) 450-2837 December 16,2003 Mr SIeve Chulchian,
P.E Assistant City Engineer Town of Addison 16801 Westgrove Addison, Texas 75024 Re: Engineering Services Agreement Addison Theater Center -Parking Lol Improvements Town of Addison Dear
Mr Chulcman: Pursuant to your request, PAL-TECH Engineering, Jnc. (DTE) is pleased to present the Town of Addis with a fee proposal for the design of a parking lot entrance to access
the Addison Theater Center fro Morris Avenue. Included with this cover letter is a preliminary construction cost estimate, and proposed design and construction assistance fees. Listed
below is the summary of the proposed fees. Engineering Fees $14,500.00 Special Ser:vices Fees 4,557.00 Total $19,051.00 During the preliminary desisn phase, DTE will provide the Town
of Addison with two alteroste drivew entrance designs with construction cost estimates for consideration. These drawings will show existi topographic features at the Theater Center and
Morris Avenue. DTE maintains $1,000,000 in Professionalliabiljty insurance DIE also provides Workers Compensatio insurance as required by Texas State law. Further, DTE maintains Conunercial
Oeneral Llabilit insurance against claims for bodily injury, death or property damage with limits not less that $1,000,00 for each occurrence and $1,000,000 in general aggregate And,
DTE maintains Comprehensiv automobile and truck liability insurance covering Qwned, hired, and non-owned vehicles with minimu limits of $1,000,000 per occurrence for bodily injury and
property damage. Copies of said policies . I be submitted for your review upon acceptance and fmalization Qf the agreement, Ifyou have any questions, please do not hesitate to call me
at (972) 250-2727. Sincerely, 􀁾􀀠Sedi A Toumani, P.E. SAT/ruws/dkj Attachments: Construction Cost Estimate Design and Special Services Fees f:'MARKETING\fees\Foe PropouJ 􀁬􀁬􀀮􀀱􀁾􀀮􀀰􀀳􀀮􀁤􀁯􀁯􀁃􀀠
17311 DALLAS PKWY. I STE. 200 I DALLAS, TX 15248 I 97Z-250-2727 I FAX 972-250·4774 222 W. EXCHANGE I FT. WORTH. TX 76106 I 817-626-8777 I FAX 817-626-5777 WI'/W.daHech.com 
DAL TECH ENGINEERING PAGE !l212/16/2003 13:2B 9722594774 Town of Addison Addison Theatre Center -Parking Improvements 12115/2003 No. Description Units Qtv, Unit Cost Total 1 1 $2,500,00Tree
and Holly Removal $ 2,50000LS 1,000.00Curb and Gutt.r Removal 200 LF 5.002 Romove Existing Briek Pavers 640 SF 1.503 960.00 10,004 Remove Existing Driveway 56 SY 555.58 50 Sy 6.00 300,005
Remove 􀁅􀁾􀁩􀁳􀁴􀁩􀁮􀁧􀀠Dumpster Pad 6 Relocate Fire Hydrant LS1 3,000.00 3,000.00 7 B-In. 4000 PSI R C. Drive SY200 55.00 11,000.00 a 6-ln. High Integral Curb 200 10,00LF 2,000.00
IMtall Brlek Pavers 9 320 SF 50.00 16,000,00 10 SFInatall 4 Fe.t Wide Sidewalk 200 4.00 800.00 11 6-ln. FtC. Barrier Free Ramp 2 700,00 1,400,00EA Dumpster Pad 5012 SY 44.00 2.200.00
12013 Bermuda 􀁇􀁾􀁾􀀮􀀠Sod SY 6.00 96000 14 Grading 1 LS 4,500.00 4,500.00 15 35.00 1,400.00Dumpster Soreenln" Wall LF40 2,000.0016 Relocate Irrigation Syslem LS 2,000.001 Striping
1 200.0017 LS 200.00 I 18 I LS 2,000.00L.andscaping 2.000.00 LS 3,000.00 3,000.0019 Relocat. Light Pole 1 1 7,000.00 7,000.00! 20 Relocate Oncor Electrio Manhole LS 1 3,OOQ,00 3,000.00Testing
LSI 21 Totel 20% Contingency Totol $ $ 65,775.56 13,155.11 78,930,67 Sheet Count Cover Shest General Noles Bnd Qusntltles Sheet Utility Plan ",'ojoct LaYOUt Sheet Grading Plan Sho.t
Miscellaneou" Delail Sheets end Construcllon Documents Bidding A••istanc. Engineering Fees Spetial Services Topographic end Control Survey RPLS Periodic Construction Site Visit. Landscaping
Special Services Total Total Fee 10.0 Hrs 2.5 HIS 10.0 Hr. 1 LS $ 125.00 97,00 106.45 2,000.00 $ $ $ $ $ 1.500.00 1,500,00 1,500,00 3,000,00 3,000.00 3,000,00 1,00000 14,500.00 1,250.00
242.50 1,064.50 2,000.00 4,557,00 19,D57.00 
12/1&/2003 13:28 9722504774 DAL TECH ENGINEERING PAGE 03 􀁲􀁲􀁈􀁾􀀠􀁌􀁾􀁓􀁅􀁒􀁊􀁅􀁔􀀠3200 p.! ",An; HILL, JOHN Dhill@cowtesthompson.coml 􀁾􀁩􀁥􀁮􀁴􀀺􀀠Monday, Apli116, 2001 12:38 PM
-:·0: 􀀱􀁰􀁩􀁥􀁲􀁥􀁥􀁾􀁣􀁬􀀮􀀸􀁤􀁤􀁬􀁳􀁯􀀢􀀮􀁴􀁸􀀮􀁵􀁳􀀧􀀠4:c: OIPPEL, KeN nUl1ject Insurance .1il'r\--So!lle comnenta .t:eqa,z:d1.ng the 1r'1suran.c • .t:et:ju.ira.m.ents for the ·,ng1neeri.nq
;ontract wnioh you called 3bout on Friday (plea.e check 􀁴􀁨􀁥􀀮􀁾􀀠􀁩􀁮􀁯􀁵􀁲􀁡􀁮􀁾􀁥􀀠,equirament. and eoverage amountl with Randy Moravecl : --Prote.sional liability insurance in
an amount of not 1e4' than n, 000,000 --Wbrxers compensAtion insurance a. %equired by Texas law 􀀭􀀭􀁃􀁯􀁭􀁲􀁮􀂢􀁾􀁥􀁩􀁡􀁬􀀠qene.al liability 􀁩􀁮􀀮􀁾􀁾􀁡􀁮􀁣􀁥􀀠against 􀁥􀀱􀁡􀁩􀁾􀀠foc
bodily 􀁾􀁮􀁪􀁵􀁲􀁹􀀬􀀠d."t:h, or property damage or deatruction, with lWt. of l1&b1.Hty of not le•• than $1,000,000.00 for each occurrence, .1,000,000.00 qene:al aqgregate. Coveraqe
must 􀁾􀁮􀁯􀀱􀁵􀁤􀁥􀀧􀀠contractu.l liability. 􀀭􀀭􀁃􀁯􀁭􀁰􀁲􀁾􀁨􀁥􀁮􀁳􀁩􀁶􀁥􀀠automobile and 􀁴􀁾􀁵􀁣􀁫􀀠􀁬􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁹􀀠􀁩􀁮􀁳􀁵􀁲􀁡􀁾􀁣􀁥􀀠(it 􀁭􀁯􀁾􀁯􀁲􀀠vehicle. to be usen &t
the project 􀀮􀁾􀁴􀁥􀀩􀀬􀀠covering owned, bired, and non-owned vehicle$, with the minimum limits ot 􀁾􀁬􀀬􀁏􀁏􀁏􀀬􀁑􀁏􀁏􀀠􀁰􀁥􀁾􀀠occurr=nce for bodily injury and property damage The
policies shall be endor••d to p.ovide the following, a8 􀁡􀁰􀁰􀁬􀁩􀁣􀁡􀁢􀁾􀀮􀀧􀀠(i. ) 􀁾􀁮􀀠all liability poliCie., 􀁮􀁾􀁥􀀠as additional inaured. the Town and its offieers, agents,
and 􀀮􀁾􀁰􀁬􀁯􀁹􀁥􀁥􀀮􀀬􀀠liil in .11 lLability policies, provide that such policies are primary insurance to any other 1nauranee avaj,lable 1:'.0 the additional in.ured. and that insurance
app11&S &sparacely to each 'Insured again$t;. whom cl.,im is made: or suit 1$ l::u:e;ught; and (iii) we,iver: of 􀀮􀁵􀁴􀁲􀁑􀁩􀁾􀁴􀁩􀁯􀁮􀀠in 􀁦􀁥􀁶􀁯􀁾􀀠Q{ L.ndlord·must be 􀁩􀁮􀁣􀁬􀁾􀁤􀀮􀁤􀀠in
􀁡􀁾􀁬􀀠liabi11ty ond worker:s compensatiQrt policies. All insurance polici@s are to be 􀁩􀁾􀁾􀁵􀁥􀁤􀀠by an insurance company accepl:.able to the TQwn and authorized tg do 􀁢􀁕􀀸􀁩􀁾􀁥􀀡􀁾􀀠in
Texas and in the standard £0= appcoved by 􀁴􀁨􀁾􀀠􀁢􀁯􀁾􀁲􀁤􀀠of insurance OQmmi••ioners of Texa" and .hall be endorsed to provide for at least 30 days advance written 􀁮􀁯􀁴􀁩􀁾􀁡􀀠to
the Town of a mate.ial change in oc cancellat10n of a policy_ Certificates of insu&ance, satisfactory to the Town, evidenclnq all eoverag6 sh411 be furnished to the Town prl0. to 􀁴􀁨􀁾􀀠executLon
of a cont.ace, with complt!te copies ot policies furnished tc> the Ciey upon request. The Town reserve& the right co review and 􀁾􀁥􀁶􀁩􀁳􀁡􀀠from time to 􀁴􀁩􀁭􀁾􀀠the types of insurance
and limits of liabil!ty.required 􀁨􀁥􀁾􀁥􀁩􀁮􀀮􀀠1 
PAGE @1DAL TECH ENGINEERING12/16/2003 13:28 9722504774 ]1mIii (411: I: ENGINEERING, INC. CONSUlllNG CIVIL ENGINEERS J SURVEYORS CONSTRUCT/ON MANAGERS VIA FACSIMILE (97:2) 450-2837 December
16,2003 Mr, Steve Chutchian, P,E, Assistant City Engineer Town of Addison 16801 Westgrove Addison, Tel(as 75024 Re: Engineering Services Agreement Addison Theater Center -Parking Lot
Improvement. Town of Addison Dear Mr, Chutchian: Pursuant to your request, DAL-TECH Engineering, Inc. (DTE) is pleased to present the Town of Addis with a fee proposa\ for the design
of a parking lot entrance to access the Addison Theater Center fro Morris Avenue, Included with this cover letter is a preliminary construction cost estimate, and proposed design and
construction assistance fees. Listed below is the summary ofihe proposed fees, Engineering Fees $14,500,00 Special Services Fees 4.557.00 Total $]9,057,00 DUring the prelimina.ry design
phase, DTE will provide the Town of Addison with two alternate drive entrance designs with consUUction cost estimates for consideration. These drawings will show C?ristin topographic
features at the Thealer Center and Morris Avenue, DTE maintains $1,000,000 in Professional liability insurance. DTE also provides Workers Compensatio iosurance as required by Texas State
law, Further, DTE maintains Commercial General Liabilit insurance against claims for bodily injury, death or property damage with limits not less that $l,OOO,OO for each OCCUlTence and
$1,000,000 in general aggregate And, DTE mai!ltains Comprehensiv automobile and truck liability insurance covering owned, hired, and non-owned vehicles with minimu limits of $1,000,000
per occurrence for bodily injury and property damage, Copies of said policies be submitted for yow: review upon acceptance and fmalization of the agreement. Ifyou have any questions,
please do not hesitate to call me at (972) 250-2727. Sincerely, 􀁾􀀬􀀠Sedi A, ToumanJ, P.E. SATlrnws/dkj Attachments: Construction Cost Estimate Design and Special Services Fees 􀁆􀀺􀁜􀁍􀁁􀁒􀁋􀂣􀁔􀁬�
�􀁇􀁜􀁆􀁥􀁥􀀤􀁜􀁆􀁾􀀱􀀧􀁬􀀬􀀠Prnpo£Al: 1l.1'.03.doc 17311 DALLAS PKWY. I STE. 200 I DALLAS, TX 75248 I 97Z·250·2727 I FAX 972-250.4774 222 W, EXCHANGE I FT. WORTH. TX 76i06 I 817·626-8777
I FAX 817-626-5777 V/WW,daHech.com 
DAL TECH ENGINEERING PAGE 02'12/16/2063 13: 28 9722504774 Town of Addi$on Addison Theatre Center. Parking Improvem".!$ '2115/2003 o. eSCHPt on Units Oly, Unit Cost Total 1 Tree ond Holly
Removal 1 LS $2,500,00 $ 2,500.00 2 Curb and Gutter Removal 200 LF 5.00 1,000.00 3 4 5 Remove Existing Brick Pavels Remove exi.ting Driveway Remove 􀁅􀁸􀁩􀀤􀁴􀁩􀁮􀁾􀀠Dumpster Pad 640
56 50 SF SY Sy 1.50 10,00 6,00 9BO.OO 555.56 300,00 6 7 Relocate Fir. Hydrant 8-ln. 4000 PSI R.e. Drive 1 200 LS SY 3,000.00 55.00 3,000.00 11,ODO,00 a 6·ln, High Integral Curb 200 LF
10,00 2,000.00 9 10 11 Install Brick P"vers 'nstall 4 Feet Wide Sidewalk 6--1n. R.C. Barner Fre. Ramp 320 200 2 SF SF EA SO.OO 4,00 700.00 16,000.00 BOO.OO 1,400.00 12 13 14 15 Dumpster
Pad Bermuda GrilSS Sod Grading Dumpster Screenlno Wall 50 120 1 40 􀁾􀁾􀁉􀀠LS LF' 44.00 8.00 4,500.00 35,00 2,200.00 960.00 4,500.00 1,400.00 16 17 18 19 Relocate Irrigation System Striping
Land$ceping Relocate Lighi Pole 1 1 , 1 La La La LS 2,000:00 200.00 2,000.00 3,000.00 2,000,00 200,00 2,000.00 3,ODO.OO 20 Relocate Oncor Electric Manhole 1 LiS 7.000.00 7,000.00 21
Testing. 1 LS 3,000,00 3,000.00 Tota! 20% Conlingency Total $ 65,775.56 13,155,11 $ 78,930,67 Sheet Coyn! Cover Sheet General Noles and QUantities Sheet Utility Plan Project Layout Shoet
Grading Plen Sheet Miscellaneous Detail Sheet. and Construction Documents Bidding Assistance Engineering Fees §J1.eclal 􀁓􀁥􀁲􀁶􀁩􀁣􀁾􀀱􀀠Topographic and Control Survey 10.0 Hr. RPLS
2,5 Hr. Periodic Construction Site Visits 10.0 Hrs Landscaping 1 LS Special Services Tot.,1 Total Fee $ 125,00 97,00 106.45 2.,000,00 S 1,500,00 1,500,00 1,500.00 3,000,00 3.000.00 3,000.00
1,000.00 $ 14,500,00 $ 1,250.00 242.50 1,064.50 2.000.00 $ 4,557.00 $ 19,057.00 
12/16/2003 13:28 9722504774 DAL TECH ENGINEERING PAGE 03 􀁾􀀧􀁈􀁐􀀠􀁌􀁾􀁓􀁅􀁒􀁊􀁅􀀧􀀠3200 p.2 ....n: HILL, JOHN Dhill@cowlesthompson.QomJ 􀀺􀁬􀁥􀁮􀁴􀁾􀀠Monday, Apr1116. 2001 12:38 PM
00:'0: 1pierce<!!)cl.oddlBOl!.tx.Il" c:c: DIPPEL. KCN llubjett: Insull\nce .Y;1...m--Some OQJtU'tI,ente J:egazdi.n9 t.he il'Hluxa.nce .c:equi:rQ8\.ent& for the 'ingine:erillg ,ontract
which you 􀁣􀁡􀁬􀁬􀁥􀁾􀀠about on friday (plea$e check these in.urAnce requirement. and coverage amounts with Randy Moravec): --PrQfes_ional liability insuxance in an amoune of not le$$
than $1,000,000 􀁾􀀭􀁗􀁯􀁲􀁫􀁥􀁲􀁳􀀠coropQnaation insuranoe as required by Texa9 law --comrneccial general liability 􀁩􀁮􀀮􀁵􀁾􀁡􀁮􀁣􀁥􀀠against 􀁣􀁬􀀮􀁩􀁾􀀮􀀠for bodily 􀁾􀁬􀀩􀁪􀁑􀁲􀁹,
death or property damage or 􀁤􀁥􀁳􀁴􀁾􀁵􀁣􀁴􀁩􀁯􀁮􀀬􀀠with 􀁬􀁾􀁴􀀮􀀠of U.b1.lity of not leas than 􀁾􀁬􀀬􀁏􀁏􀁏􀀬􀁏􀁏􀁏􀀮􀁏􀁏􀀠for each occurrence, Sl,OOO,OOO.OO general sggreqat.. 􀁃􀁯􀁶􀁾􀁲􀁡􀁧􀁾􀀠
must 􀁩􀁾􀁣􀁬􀁵􀁤􀁾􀂷􀀠􀁣􀁯􀁾􀁴􀀥􀁡􀁣􀁴􀁵􀀸􀀱􀀠liability. 􀀭􀀭􀁃􀁯􀁲􀁮􀁰􀁾􀁥􀁨􀁥􀁮􀀤􀁩􀁩􀁶􀁥􀀠Automobile and truck 􀁬􀁾􀁡􀁢􀀱􀀱􀀱􀁴􀁹􀀠􀁩􀁮􀁳􀁵􀁲􀁡􀁾􀁣􀁥􀀠(if 􀁾􀁴􀁯􀁲􀀠vehicles to be
used at the 􀁰􀁾􀁯􀁪􀁥􀁥􀁥􀀠􀁾􀁾􀁴􀁥􀁽􀁴􀀠covering owned, hired, and 􀁮􀁑􀁮􀀭􀁯􀁷􀁮􀁥􀁾􀀠vehicles( with th& minimum limits of '1,000,000 pax occurrence 􀁦􀁯􀁾􀀠 hodily injury and. 􀁰􀁾􀁯􀁰􀁈􀁴􀁹􀀠dam
age The policies 8hall 􀁾􀁥􀀠􀁥􀁮􀁤􀁯􀁾􀁡􀁥􀁤􀀠to provide the following, as applioab!$' (l.) 􀁾􀁮􀀠all liability 􀁰􀁯􀁬􀁩􀁏􀁾􀁥􀀮􀀬􀀠name as additional 􀁩􀁾􀀮􀁵􀁲􀁥􀁤􀀮􀀠the Town and
􀁾􀁴􀀮􀀠officer., agent., and omployees, (ii) in .11 liability poliCies, provide that sUch 􀁰􀁯􀁬􀀱􀁣􀁬􀀮􀁾􀀠are primary inSUrance to any other in.urance available: 'to the additional
insureds and that in5urance app11s! 􀁡􀁥􀁰􀁾􀁲􀁡􀁴􀁥􀁬􀁹􀀠to each 'insured against whom 􀁣􀁬􀁾􀁩􀁭􀀠£5 made ox 􀁳􀁾􀁴􀀠is brought; and (li!) 􀁷􀀸􀁩􀁶􀁥􀁾􀀠 of .utrogation in favor of
t.ndlord·mu.t be included in .11 liability 􀀮􀁮􀁾􀀠 􀁷􀁯􀁌􀁾􀁾􀁲􀁳􀀠compensation 􀁰􀁯􀁬􀁾􀁣􀁩􀁥􀁳􀁾􀀠 All insurance policies are to be 􀀱􀁇􀁾􀁵􀁥􀁑􀀠by an insurance cOMpany 􀁡􀁣􀁣􀁥􀁰􀁴􀁡􀁢􀁬􀁾􀀠tQ
the Town and authori2sd to do 􀁢􀁕􀀸􀁩􀁾􀁾􀁳􀁾􀀠in Texas and in the standard fo"", appcoved by the board ot insurance 􀁣􀁯􀁾􀁾􀁾􀁾􀁯􀁮􀁥􀁌􀁳􀀠of 􀁔􀁥􀁘􀁾􀀤􀀬􀀠􀁡􀁾􀁣􀁬􀀠􀁾􀁨􀁡􀁬􀁬􀀠be
endorsed to prov1de for at least 30 dayo advanCe written notice to the Town of B material chqnge in or cancellation of a policy. Certificates of insurance. satisfactory to 􀁴􀁨􀁾􀀠Town,
evidencinq all coveraga 􀁳􀁨􀁾􀀱􀀱􀀠be 􀁴􀁵􀁲􀁮􀀱􀁳􀁨􀁾􀁤􀀠to the Town prior to the .xecut1on of a contract, with cllmplete copies of policies furnished to the City upon nq\le.t. The
Town reserves the ri9ht to review and revise from time to time the 􀁴􀁹􀁰􀁾􀀦􀀠of insurance and limit. of liability. required herein. 1 
Steve Chutchian From: Rob Bourestom Sent: Monday. December 01.2003 5:33 PM To: Steve Chutchian Subject: ACTC Parking Cut Through Project Steve: There is $50.000 allocated for the cut
through project in account: 45-000-58150-05800. r will see you at tomorrows meeting. Rob Bourestom, Manager AddiSon Conference Centre & Addison Theatre Centre Phone: 972-450-6203 Fax:
972-450-6213 email: rbourestom@ci.addison.tx.us www.ci.addison.tx.us www.addisontexas.net 1 
Steve Chutchian From: Rob Bourestom sent: Tuesday, November 18, 2003 8:37 AM To: Steve Chutchian Subject: ACTC Cut Through steve: Mike said you were going to be the project manager on
the ACTC cut through. What does your sChedule look like this week or next for us to meet about getting this project kicked off? Rob Bourestom, Manager Addison Conference Centre & Addison
Theatre Centre Phone: 972-450-6203 Fax: 972-450-6213 email: rbourestom@ci.addison.tJ<.us www.ci.addison.tJ<.us www.addiSOntexas.net 1 
Steve Chutchian To: Rob Bourestom Subject: RE: Rob: Thanks for the rcmindci. I new rcmGmbcr ITIcGting v;ith you 2nd S12dc iii Hie field zbcut crezting sn ZCCGSS to the parkltlQ .Jre,}.
1-".-m 3CO yo;; .J.t ,"Oui 􀁑􀀢􀁾􀁃􀀸􀀠on the 􀁾􀀳􀁴􀁾􀀮􀀠111311:\S. Sif:NeC. .•••• Ooglnal Message--·· From: Reb Bourestom Sent: Tuesday, November 18, 2003 5:00 PM To: Steve Chutthian
Subject: Steve: Slade and I met with PW this past summer about this project to get an estimate so I could plug it into one of my budgets. We discussed the problems we were having making
people aware of that north Morris parking lot The people attending the and event at the conference centre or theatre production were not understanding that that lot was available to
them and, if they did, could not see a clear access point to get to Monis. The solution was to create a drive way (for lack of a technical term) that was aligned with the access point
of the Monis lot so there was a visual connection for an attendee to make the connection that more parking was available across the street The access point from the ACTC parking lot
would be cut through by the area our dumpster is currently located. We would move the dumpster to another pad directly behind it and screen it off. Based on our discussion I budgeted
$50,000 for the project. Give me a call if you have any pre meeting questions. We can meet in my office on Tuesday and go out to look at the area. Rob Bourestom, Manager Addison Conference
Centre & Addison Theatre Centre Phone: 972-450-6203 Fax: 972-450-6213 email: rbourestom@ci.addison.tx.us www.ci.addison.tx.us www.addisontexas.net 1