z 9 
9?2 386 8985 P. 131/04GRIFFITH & NIXON $'L...h/l,.,....c. i3~ ~GlID'FlTII & NIXON A Professional Cotponuion ,~ ATTORNEYS 8r. CoIJNSELORS 'A.~ ,lin, .One Lincoln Centre Teleplwne: (972)
386-8988 5400 LBI Freeway, Suite 1025 Fa(:Simile: (972) 3116-8985 Dallas, Tems 7'240 WWW.pii.li1hllil(.on.1lOlII FACSIMILE No. ofPages with Cover Sheet: 12010 Date: Tuesday, May 03,
200S To: LmyJohnson Company: Cowles 8r. Thompson Fax No: (2]4) 672-2020 Phone No.: (214) 672-2000 From: Michael S. Nixon CIM: AbstractIStnmd SentBy': carey Brown Comments: Please see
following letter oftoday's date. 
GRIFFITH & NIXON 972 386 8985 P. 02/04 GRIFFITH & NIXON A Pro~alCo",,,,,,"!)" ArrORNEYS &: COUNSELORS One Uncoln Centre 5400 LBJ Freeway. Suite 1025 Telephone: 972.386.8988 Facsimile:
972.386.8985 Dallas. Texas 75240 www.grlffithnixon.com May3,2005 VIA FACSIMiLe (214) 672-2020 Mr. larry Johnson Cowles & Thompson 901 Main Street, suite 4000 Dallas, Texas 75202 re:
Town of Addison Addison arts & events district Festival Way Reconstruction DearLarly. Attached is a copy of the correspondence which I received last night from Elizann Carroll in response
to the Town of Addison's ("lOA' proposal for remedial work to Festival way. As reflected in Ms. Carroll's Jetter of May 2, 2005, Strand &Associates ("Strand") and NAS Surety Group have
essentially agreed to TOA's settlement proposal subject to some minor modifications. I realize at least of the issues raised in Ms. Carroll's letter Involves a subcontractor of Abstract
Construction Company which Is of no COl'll:lem to the TOA. Please give me a call after you have had an opportunity to discuss Strand's proposal with your client. Your continued assistance
and cooperation in resolving this matter is greatly appreciated. Very truly YOUi'll, \ ~~~ill\ ci MSN/cb enclosure 00; Mr. James Tumer (via facsimile (469) 385-9757) Mr. Chris Robinson
(via facsimile (469) 3S!)"9753) 
':112 386 8985 P. ro/04GRIFFIn; 8. NIXON , JUNI!AU, BOLL a WARD A'fTiIlIHIliTt 4,,0 COU ....LO ... • ' ••'If........ &'1.'''.......I..n., c....... I SSO.· SPECTRUM DRIVE, 8UIY. aoo AIIDIIJON,
TIXAS 75001-48•• ElotZ...,." CARROLL TIIJ.IIPHDHII: £¢L L .......M.aui!DIf mr-(liI7al ....n.3 .,-. (17111'."'"1. May2,100S VIA FUcm) 38H9IS Mr. MichaelS. NOOIn' J t?-S(JmJ V'~~V'~GftiPPmr"NIxoN
,One LinColn CI'lIIIxe 54(10 LBIFieeway, Suite I02S --(J~~ J.V'QW!~"fcJDallat, Texas 75240 ~ ~~I' Re: AddillOD Arts "Eva:ds Dislrict Festival Way RcconstnII:tion DearMike: Aslmentionc:diDourconversat
ionlast'I'lniaday, we havoreviewc:dthcTownofAddison'll propoaltbrrepairstoFetitivalWay. Weundt.rstandtheTown'llscopeofwotktobethefoUowiDg: 1.)CUzb 1DIets: Remove and Replace eight (8)
carb.inl.etll a.pprox:lma1cly17'It " ~ 2.)PavedAnla: Removo8l1liItcp_approximaleJyaSex24'soctionofc:Oocseteroadway 3.) Paved Area; Remove and :Replace approxima.te!y a 3O'x 2S* ofconwell)
roadway . 4.)PavedArea: RemovolllldReplacell.PP"'xinJRtolya31'x1l'SICtionofcotll.':rdelOlldway S.) RoutISea1: ,NoI!lfim:Dalionavailable for estimated qWllltitiet;. thoush weeistimatetotal
cost of$2.OOO-I3,ooo. 6,) Striping or~Control EJ.emcms: Information is not aVililabltt at Ibis time. To be tIIJI:e we are ctear, we ~used the tbllowiDg earimates: 1.) Approximate concreta
roadway SIl1'f'ice to be Rlplaced: 2745 sq. ft.; 2.) A~2S1liDearfeet ofcurb; and . 3.} Forinlets, approxirutely27 teet longby 3feet wide by eight (8) InletSlt BiD.cbmi thick on a\'CI'a&C
1br a.tCta1648Iiq. ft. IfourUIldentaDdiDg ofthcTown'sproposal as to the conc:rete workis conoct. SIlaDd andits surety accept the Tawn's proposal, Il!bjeetto the Co!:tdition setfonh inmy
letlllrofMarch21; 2005 to you, specific:a1ly, our)mlp08ll1 that anymomes paid to the Tawn be paid byothlno notablyCaIbar, who simes n!IIpO%lSibility 1briSSlltS with Festival Way. We
alm belilWe that CaIhar should plllticipatc in the tepaiN, to the oxtcm the work will require that the iDlets be re-set. Strand does DIll have !be oxplll'lisc or r=l~to UIIIierIaIre
tIIat WOIk. The fait that Calbar.bas cbosen not to liveup to its 
972 3B6 8985 P.04/04GRIFFITH & NIXON • JUNEAU•.BOLL ItWARD . "'t'faaN.Y. AItD CO" •••La•• Mr.NImD. Miy2,2005hee2 . COIIIraCtWIlobliptialls. wbile Stnuadhas.sbOWdrwtIlll1lltinCalharDOtbearingits
shatoofthecost .and reIpOnsibility. In your 1r:U=' ofMarch 24, 2005, you sugpsted. aproposal ibrthe release ofmttliMge and we CWinlyare agreeable to that proposal. Finally, as I indicated
in myNan:b 231otter. numbcm 1-6, 8 aDd 9 in the outline of an agreement prepill'Cd by the Town. at day 2 orthe medialion are acceptable to Stnmd. While wt.pm'iOlllly Clq!I.'CIIBIld resezyationut
Strand undcrtaIdIIg"II,we believe that Strand is tho lppIopdate <:OnII:actor to complete these tepain. Sttand is hiahIy ttIOtivatId to do ql1II1ity work In a timely nurnuer UDder the
Town and Abstract's supmrisicm. As)'Ou and. I both know, c:omp1ction IICD11:actol1 gtIIIClBIlyllbargc signifigantlymore money forwork lIJld, in order to make this settlement 6nandalI.y
possible for Strand, S1rand will need to pc:r.fonn the work. As indicak:d in GuantiIII1 Group's priorreport, we beliwe tho cIusc! ofthe cractins DOted by the Town is due to ititptopc:r
ofinsufiicient soils.prepamion. 'Ihe soils preparation is not part ofSmmd's acopeofwmk and we do not believe SlIand should be responsible lbrthollcrepaks. as we believethat the cracldng1rill
continue. Strand C/IIII1Ot taIce on such on on-goingwanantyissue, as the causcoflhec:ntcki.Dgis not due to StnI:Id~s WIirlanansbip. . We believe the parties are very close to • moJution
of this matl:\;i" and we app:reeiatl:l Abstract'aass!stanceandllOOperationindoingso. If)'OIl~quostionsrepnlingthellbovO.please feel free to cdl me.· TrrTAi P.~ 
JAMES F. DUFFY September 11, 2003 Mr. Craig Gaussiran Via Email Project Manager Original via USPS Abstract Construction 11157 Ables Lane Dallas, TX 75'229 Re: Addison Arts & Events District
Paving grades Dear Craig: I am in receipt of the undated letter from Benchmark Group of Texas, Inc., Land Surveyors, stating that as of August 21, 2003, the grades on Festival Way "substantially
conform" to the grading plan. This letter was hand delivered to me during our progress meeting on September 10, 2003. This letter is apparently a response to my August I, 2003, letter
concerning Festival Way Construction. My letter contains a request for certain specific information about Festival Way as well as the sidewalks constructed under your contract with the
Town of Addison. Those requests are not met in the Benchmark letter. We have waited 41 days for the information requested and still do not have it The Benchmark letter is not an acceptable
response to our requests and concerns. Please take immediate steps provide all the information requested in my August 1 letter and do so in an expeditious manner. Regards, Jim Duffy
cc: Steve Chutchian 3887 RIDGllLAKE COURT' ADDISON, TX • 75001 PHONE: 972241.2816' FAX: 972406.1146 jFDGROUP@FLASH.NET 
Steve Chutchian From: Jim Pierce Sent: Friday, September 12, 2003 4:35 PM To: Carmen Moran Cc: Slade strickland; David Wilde; Steve Chutchian; Jim Duffy (E-mail) Subject: Event Site
Fountain Vault Carmen: My comments on the vault "walk through": Hatch safety catch broken off It is not easy to enter the vault. Suggest a ladder extension be fabricated that operator
could use when entering. Variable speed drives need to be moved away from being under the hatch. No breaker for the eyewash heater No pulling lugs Lots of labeling needed on equipment,
piping, valves Leak through wall by irrigation pump. Irrigation pump housekeeping pad skimpy, nameplate data lacking. Water garden filter difficult to access I do not care for the grating
type housekeeping pads. Difficult to clean under especially where the grating is within a containment area. Jim Pierce, P.E. ASSistant PubliC Works Director P.O. Box 9010 Addison, TX
75001-9010 972-450-2879 1 
-2-September 12, 2003 Dave dough Carmen Moran Dave Wilde 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave., 11220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 JOHN w. BIRKHOFF, P.E. RONALD V. CONWAY,
P.E, GARY C. HENDRlCKS, P.E. IOE R. CARTER, P.E. PAUL A. CARLINE. P.E. MATT HICKEY. P.E. DOUGLAS 1(. SHOWERS, P.E ROSS L. JACOBS, P,E. 1. C. FLNKLEA, P.E. October 16, 2002 75001-9010
Ms. Cannen Mor JAlfrununity Services Re: Addison Arts and Events District Dear Ms. Moran: As requested by Mr. Steve Chutchian, e are enclosing one half-size paper copy, 18 full-size
paper copies and one full-size Mylar copy of the Replat for the Addison Arts and Events District. These documents have been revised to include the utility easements needed in Block 1.
Please give me a call if you have questions concerning the replat Sincerely yours, ~ Ronald V. Conway, P.E. -V ~closures ~~; Mr. Steve Chutchian, P.E. (with one copy of each size replat)

-------ADDISON CIRCLE S 89'49'12" E -878.43' s j ~----'tll.2arI I I I I I I I I I I I 'M, I I BLOCK 1 I I 9.56 AD. 4J::::I I i?: I ADDISON ARTS AND EVENTS DISTRICT a I :!i 18.03 Ac,
o ., '00 '50 HORIZONTAl ll!:ji! I I G.W. FISHER SURVEY :;: ABSTRACT No. 482 ~ Iml ;:,Cl a::I!< I 0~I 151 ;:,tl:: I I 0I IZ I Io (/) I Cl Cl « FESTIVAL WAY BLOCK 3 3.28 AC. BLOCK 2 2.47
AC. N 02'51'22" 81.53 S 89'28'50" W -91.53' c-, C-2 .6. .. (1700'45-b. .. 48'13'09R .. 77f$,OJ' R .. I~.oo· T ...7,55' T .. 58.18' L .. '114.98' L -1CQ,4,'e..B. • S 88'lno· E CA .. S
J4"46'2.6-It CD. • 94.92' CD, .. 1OU,' C-4 C-' A .. 05'\5'20" A • OI'3e"!il·R _ 1485.3:9'R ... t-4a5.3t'BROADWAY STREET T .. 6&1T T .. 21.Je' L .. lJ6.2!i' l .. 42,,71' c..a .. S IWU'Ja-W
CS. .. S OO'STJO" w co. .. tJUG' CD... t2..11' REPLAT OF JULIAN ADOmON, lOTS 13-26, BLOCK A. LOTS 1-10, BLOCK B, LOTS 1-8, BLOCK C, LOTS 1-4, BLOCK D; ADDISON CIRCLE PHASE I ADDmON.
LOT 1. BLOCK II; AND ADDISON CIRCLE PHASE ADOmON, LOT I, BLOCK F AS ADDISON ARTS AND EVENTS DISTRICT, BLOCKS 1-4 IN THE TOWN OF ADDISON, DALLAS CO., TEXAS G.W. FISHER SURVEY ABSTRACT
NO. ,482 BIRKHOFF.. HENDRICKS &: CONWAY. LLP. CONSULTING ENGIN£ERS 1.502 CREDmU£ A~swn: un • QMUS, ~s1~'13' 11«.-36\-1900 1 OF 2 
i!l ! ~ OWNE~SCERTIFICATE SElNG1!i Ired ('If lend' b::tad in !he G.W. Fi:stEtr Stney, IIbstrsc:t ttl 482 cC eeaasCotny, Texas, and I:lei.I'\J eeross ~~In Tha TDM d Adcison by deeds on
file In Iha Oeed Rea:::rds d ~ Calrty, TeIQ!I$., said Ired~mae ~desaibedastoDows: eE.GlhNOO m. 1I2b:h it'Cfl rod WIh <:ap Il'Bted "BHC" se( f« • o:met", said WlUbeing the It1tnection"...
__.... "_C>de(._.... _""""'....righI_..... ,, AI1Istr1 Road{a &HootWd$~; TrENCE S ast49'12" E. a dstn:e d 66922 feet along said SCUh ~-Myline-cC JIdcI.son Ci'de ard saidGS..foot ~toa
'X' bnd n corx:rnle at!he-end d ~~~ardthe begin'ing cC a a).foot Wde ~InI anntng S 89"49'12" E f« a foI3 dstIn::e d 87'8..43 f$el1O a 'X' bn:I In corx:rnlem apcintcl~: ~afonga a.ne (C-1}1O
Iha rl!nWtfl a Iaciusd776.03 feet lI"d a dad beaing ct S 1!f118'5T E. m at:. dstIn::e cl94..98 feet along said sruh ~In d /IodIIs:OtI: Ci'd& to a 1f.Mnch iroo rod db: caprt'lRed"BHC"s:eI
aapokt d~ ll£Ja S 82'1'48'27'" E'.. a dsbn::e d 71$ feet afong saki souCh ~1M ('If Id:::I$oo oo Ci'de to a 1f.l:.fttI: Iron rod \ftItb cap natr.ed "Btt set foe' a comer af the infEIsedi::ln
d the W!I$l ~h of G.atml'lrMt (a~WIIh~a'Id sadsruh ~hd~Qrdo (M8O-foat--. nENCE In a lDI1herty ~ab'lQ a ~o.ne (C-2) to !he-IeftWlh a llidI.:$ d 130.00feet lIOd adDd~d S 3t'.c&'25" E.
m fIl!(fstence d 109.41 feet to a 1rUxhIron rodbRIfor a a:mar, ll£Na:S atVz15" W, a dstanee of141.32feet ~Slid vest 1fgi-d-Yo8)' ine cl QI.Qun nM,a 1C& fcdv.ide~to8 1f2.irxtllron nxI"~naked"'BfCatapl
ilCot ~ ll-ENCEak:rlg 8 CIJ'W (0.3) to the IeftWth a mdus of 1485.39 feetWlh &i dloP:I booriogofSo:f35'1ff W. m acdstBnced 178.96 _10a il2-b:tlltm rod ftuld a'Id being !he-poii'd. dtangency.
TI-ENCE S 1X1'08'04-W, a dstln;:Q d 136.99 feet ~Slid ¥.eSt rIItk1I-My line d 0J0n.rn DM to 8 1fl..1nc:hfrOn rod bndfaracomer at the ~dlha north ~h dThaClet!e:$Aree ~ Tran!it (DART)
(8 1(X)..foc(woo ~and sadWlStrli,ff-d-YRjdawturJ Dive; l1-ENCE S 6Ef45'00" W, a dis:tao:::» d671.79 feet aIoog said nort!t ~rIM d t:W{f1O a 112-h::h !roo rodv.i(h ~1'l'Ilried"BHC"f«I)
/Xllt'leI'; TI-ENCE S 8!f'lf!fI1' W, adstIn::e d 00,68 feet aIoog the north ~line or ~Street (a 1Q. fool Wd& ~to a 1J2.ftt1: Iron rod bRI and o;;.ntiJl.ing S rHiJ!9T W far a tI::(;;i
iistR:e d 159..68 feet 10 a %i1X:h 11m rodbnd f«a c;aner; ~N 1Xf1S'M' E, a dstanee ot 11Xi1Xlfeet10 'X' bnd in ccncreIefoe'a comer. n-Efta S '8S:f7J!9T IN. a dmrD ot 91.53 feet to a
1I2-b:tl irm rod Wth ~nakad "Btt set foe' a aomor, ll-£NCl: NSfJ'fSfD' W. a 4sta'Ice d 200.55 feet to 8 1124rdl1ron rod v.ith ~Imted '9C set for I) comerln lhamst ~'ltllZf1inedsaid~RoEw;i{af.lO..fixt
Wde~ 1l-ENCE N at'51'22" W. a ~d 81.53 feet I!b'\J said east~..or:way rna d sad Ai:Ji$OO Road (8 f.lO..fixtWde rIgI't-of..Y.By) to a 11N'm Iron ftldWth cap marked "BHC' set pokt f« e
a:mar, nEN::E N rxf2Sfh' e. a dstance of652.86 fOOl ~$aid east ~fine d sskt /!d.isa:I Road (8 f.lO..fixtWde rI!n~to !he PDWd ~1l\I.saldtradot I.!n:I ca1IsiOOg 785,432 scr.a-e feet (18,03
acres) dlcn1 ThaI .... T...... __ ro-oo<i does __"'" pEt __... hereinabcr\Ia Ia p-cpl(ty as AdI:Ison Arts a'ld ~0isIJ1d, 81 adli5an to the TO1M'! cI htiSon, Texas. iW'Id, ~to the 00f'ICItiMs,
resMdions met resmatioEos stated oomnafter. 0I.n0r ~10 1he putik: U$Q forewr the SIraetS md aIkty$ :Iihown""""". The easet'l'leOts shottIn on Ihi$ pat .lR heaIi7i resawd for the PJI'POSfJ!S
as Irdcated, 1ncIocfng, but not llrrited to, the ~8'ld neintelllalCe d waler. ~~.""""-,___IISS"""--0.-__ ""'riII"lo ... ___-,Ihot.-""'_Intertete Of ~wJIh the pm.isiM d th& &eMoes to
0Ihefs. sad ldiIty easert'B'Its a-e I"IeretPf being~~m.rtuaI uoo and 8CCOII11~)tLdI pOOIeutiitiesusing or d!!SMg 10 b$& the same. An e::qnu easem!f1l a fnlJ9s$ and eges:s is heftII1j
~{JiI"4ed (11, 0Y8' and across al Sl:Udl easeroonts far tha beneftt cI the ~d&eMoesfor\..tfl:h easementsilf8gcH.ed.""'_-_--""""'1$_-"'....,.-.use fonMt. but ~the ~«NeI'WtS with leganls
to maIrIteIl8IlC&' ..... _ ll1e~_Cfa.--.r.g"",_-_ ~VIiI narn':in as an open dlannef. triess n;quh!d to be endosed by ortinanc:e. stal8mes mdstdl be mafnttlnedbylhe~~dtMJdarlots Ihctare
~by or ~to the dr&nage lI"Id'l'loo!JNay easemenl The City VIII • notberesponsibieforlhe ~and~dsaid Q'eek«aeeks orfarany dan'l!Iga or 1nju1y d pdvat& pi"CpeI'1y «person !liS. teSUIts
from !he IIow IX water aICIlg said aook, orv1heCOl'lb:d d~No ~to Ihe ~ftOIVdwater f"UI'\dfshall be petnjtted by ~cll'n/typo buiding, fence or my dOOr strudUre wiIIl1n the (himge ald
toodNay easert1EI'I1. PI1:Mded~,it is undersbXId thalln the event it beC::an!!S nemssatY for the City 1:0 GhanneiizB or o:nsIder erecting: alY type d OOinaga strud:ure in order to 'fl1ltlM!I
the slQ'm ctaInag9, then In 6Ud'I ewtIl. the City __""'_ ...""'the _Io""",,upoo"'_"""_ _ .. """poIrd,Cf_""" .. _ ........ """...... ID~_. '"""'1', ""'" "'"""'" or ""_ """ __-........."by'"
Cityfor aanage psposes.. Ead; jlfq)et'ty 0Wl'B IlhBI ~tbe natural cJnInaga c:hame:I$""" """"_"II'"_ """_......... _ to hIs-'1d"",,,",,ftee.._ ___""_,_, -"""Mf subsIanCa \IItIctI WOUld
restd!.1n lI"ISB'Ilta:y tx.I'KiIions orobstruct the bidwatef'. md "'" City""" City""" -... riII""_ -............ ..."....._ """ rupert.Uion mel ~~~the ~omer to aIIe'..iaIe aly u:nd8SrabIe
<mditia1s ....tidt may OCXU". The naIlnI «tak'Iage ~md aeoks ttImq'I the aanage and ~easement. 8$ In tbe case fA 81 naflnI cb3mels. are suI:ject to storm water CMrioN mel ~biirif. G'I"O$k)n
to an exteot that camel be deIiritely 00fined.. The City Shaff net be hekll'iable for fIttf1 dartBges or In)ldes d Bnf naIlI'e ~fromlheoc:a.unlllOadlhesenaIlnI~.norl'\'!$Ulting from1he
faium d mtf Qrudure « sttuct!.IIe$. WithIn the t'\I.It1M «ainaoe c:hanneIs., ald the 0imeB hereby agree to IndemnJry and hOld barmkn& the CHy from any such damages and tojulies. BuIlding
areas outside the driIlnago and ftoodway easement line shall be filled (0 a minimum elevation e& $lawn 00 tho plat.. The minimum floor of etevatkm of each lOt $haJJ be shown on ttle
p1et. The maintenance or paving of 1M: utility Gnd fire 10M ea&-ement3 ls the respoos1bnity of the pltJ:l)el1y 0'WllGI". All pUblic utl1itI&$ shall at all tlmos have tha full right of
Ingress. and egress: to arm from end upon the $(Ild utility easements for the purpose of construCting, reconstructing, tnspodlng, patrolling. maintaining and addIng to or remCl'ollng
all or parte of tl8 re$f)edive system mthout the necessity at any Ume d procuring thO penntnlon of enYQne. Any pubic utility" $heU have rtae right of ingf'(!.SS and: agl'tt$$ to prlvat&
property for the-purpose of reading meter.J and any mainleMtK:e end MrVie:o l'equ1red or omlnarUy performed by that utility. Bulfdinge, f'encea, trMt, shntba or other impnwemoots or
growth may be constructed, mooJWn.K:ted or pl&e&d u9On, OYOf or a<:rUSS the utility easements as shown: provided, horwever, that OwnOf' $b&H at Its $Ole <:fISt and expense be lS$ponSibIe
undor any and eB drwmstsooa for the malfIlenaliCe and repair of sum Impl'OllOfMms or growth. end :any publie utility $baR haw tha right 10 ramova and keep removed 811 or parts of any
buBd'Ing$. fences. froos, shrubs or OItIoi ~or {,JI'l)Wth 'Whld'I in any WBI endanger or interfere wtIh thl!I c:onstrudion. ma!mananeo or eI'fiden<:y d Ib ~system orseMce. Wet« man and
sanitary sewer easements $bail ebo l~add!l:fontd 81M of working space for constJuetion and maIntenance of 1M syitems. Addllfonal euement: area is also cc:meyed fOr tnstaIIaUon and maintenance
of manholes. doaoouta. fire hydmnts. wstet seMce and JeW!!jf senrlcea from the maIn to curb or pl!t'l8mftfrt li1a, and tha d~&of JUdl GddItiQna1 easemants herein gre:n1Bd shall be deternJlned
by thaU' Iocatior!$ sa Installed. Tbb pJat Is. approved subject to all platting ordlnen<:o$, n.de:s:. nlguletlons and resolLltlonsofrhe Town ofAdd[son. Te:ca.s. TOWN OF ADDISON By:,_________
TIT1.E:,___________ Wdnoss my hand at _____~,Texas this ____,dayol ___,2002. NOW. "THEREfORE, KNOW AU.. MEN BY THESE PRESENTS: 61od!. 1 usasha!l be Jlrnted 10 pWIk: ween spaee. SiJctl
usa shall be Ilmlled topubicopenspace. pubIIehealtl and I'OCfeaIlonal fadl!!)', fwmenI maricel. publlc.schooI,mnference cen!er. the&1arcenler, and special b'IefItll fadify. KNOW AU.
MEN BYTHESE PIimEHTS: f. Ronald V. Conway, a reg1sl.et9d ~lood SUm:yar. t.erebyct!ttil'y lhat lb$foregofngpfatwas~ftomen~~mede:~, undetmy~$upeMsloo. Regls1erod PnJf~slUIIUJ Surveyor
Reglsb'Blfon 140.23.49 CER'llFICATIOO OF APPROVAl.. AwmVGd Ibls __""''''____2002, by tho TOIM'1 Cr.oundI ofJ>..:kli$Qo,T~, -0, JUI..JAN REPLAT ADDITION, LOTS 13-26, BLOCK A, LOTS 1-10,
BLOCK B, LOTS 1-8. BLOCK C, LOTS 1-4, BLOCK D: ADDISON CIRCLE PHASE I AIlIlI11ON, LOT 1. BLOCK A; AND ADDISON CIRCLE PHASE n ADDITION, LOT I, BLOCK F' AS ADDISON ARTS AND EVENTS DISTRICT
BLOCKS 1-4 IN THE TOWN OF ADDISON, DAllAS CO.. TEXAS C.W. FISHER SURVEY ABSTRACT NO, 482 BlRKHOFF, HENDRICKS '" CONWAY. LLP. CONSUL.TING ENGrNEEf:I;S SHEEr 2 OF 2 ~-----------------------------------
---------------------------------------------------------------------~~~~ 
FW: Addison Survey Page 1 of2 Steve Chutchian From: Jim Duffy Ufdgroup@f1ash.nell Sent: Tuesday, February 05, 2002 4:26 PM To: John Birkhoff Co: Steve Chutchian; Carmen Moran Subject:
FW: Addison Survey John, Here is the email from Dave Clough I read to you on the phone today. Based on our conversation today, you feel you can respond to Sasaki's needs addressed in
their January 15 memos as modified below and in our discussion. Perhaps except fur review ofthe utility drawings they are sending to you, the completion work is covered by your current
contract. You will contact me with any additional services prior to doing any new work. Thanks for your help in getting this cleaned up and into the funn needed. JimDufiY 3887 Ridgelake
Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 mobile From: dclough@sasakicom Date: Tue, 5 Feb 2002 10:04:39 -0500 To: jfdgroup@flash.net Cc: aIward@sasaki.com, sebamwey@sasaki.com,
modawson@sasaki.com, cmoran@ci.addison.tx.us Subject: Addison Survey Jim, I've taken taken anotber look at the CD we received with the "latest" information from John Birkhoff. Tbere
is no label on it or tbe case it came in, otber than a notation on the disk tbat says "Addison Events District Tapa". There are 17 files On it, most dated mid-November '01 -there are
a few other files from earlier too. Two ofthe files are large (3.35 megs) • one is titled "Master_with_ text.dwg" and the other is "Master_Update.dwg". Both are the same size, same date,
so its confusing to know what infonnation is on what file, and it doesn't look like all the information from the other smaller files are included on the "Master" files either. It looks
like some of these files contain the same information, so combining them would duplicate it. We need the final 2/5/02 
FW: Addison Survey Page2of2 survey to be composited by the surveyor, with all the layers included and referenced so that its complete and correct. The final product should be one file,
which could be sent on a CD. For electronic transmission purposes it could be broken into maybe 2 or 3 with Iinework in one, contours and spot grades in another, and trees and block
elements on another, for example. We obviously can't, and shouldn't, do that. As I told you yesterday, at this point we don't have to have all the surrounding buildings and floor elevations
since our work will be concentrated within the District boundaries, but we do need the otherinfurmation described on our memos ofJanuary 15. Please lei me know if other questions come
up in pulling this together. Dave 215/02 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave., #220 Dallas, Texas 75231 Fax (214) 361·0204 Phone (214) 361·7900 MEMORANDUM To: Mr. Steve Chutchian, P.E.
From: John W. Birkhoff, P.E. Date: January 28, 2002 Subject: Special Events District DRAFT GENERAL ITEM I. Vertical datum, control points and benchmark will be added to sheel. 2. A legend
can be generated to the survey. 3. North arrow will be added to the survey. 4. Scale will be added to the survey. 5. Property lines will be provided as part of pIal. 6. Lot and parcel
numbers will be provided as part of pial. 7. Additional surveys will be required to pick up each traffic button and roadway striping. 8. Offsite DART right-of-way width will be called
oul. 9. Adjacent offsite roadway right-of-way widths will be called oul. It is our understanding a new roadway layout is being designed for onsite roadways. Existing onsite right-of-way
widths can be called out. 10. Additional survey will be required to measure curb heights and widths. We propose to take shots every 50 feet around perimeter of site. 11. Additional surveys
will be requested to identify landscape materials. Generally the site is grass. How far offsite is required to pick up different landscape materials? 12. How far beyond the site is required
for building footprints, building heights and stair counts? Additional survey will be required. 
GENERAL CO~ENTS I. We can place border, title block and seal drawing. Our standard sheet size is 22" x 34". Architectural sheets are generally larger. What size sheet is required? 2.
The last file sent is the most current. It was revised to provide previously requested information. 3. The drawing can be modified for large text which would fill sheet or the drawing
divided into four quadrants and scaled so text is larger. Which is preferred? 4. The foot print of buildings on the site are complete. The area abutting the site is not. How far out
from the site is required to be surveyed? GRADING 1. Additional surveys will be required to pick up spot elevations ofsidewalks, roadways and landscape areas (not grass). We propose
shots every 100 feet. How far beyond site is required? 2. Finished floor elevations will require additional surveys. Currently have elevation at corner shots of buildings. How far offsite
is required? 3. The location of the wall in question is requested so elevation shots can be taken. 4. During the survey to pick up width and height of curb, the gutter elevations will
be shot. How far offsite is required? UTILITY ITEMS I. Flow lines for sanitary sewers and storm sewer inlets are shown in survey. 2. The Town's record drawings can provide this information.
It is our understanding those drawings were provided to Sasaki from Public Works. We do not have those records. 3. Record drawings contain this information. Sasaki definition of high
and low pressure is required so we may request information from the gas company. To our knowledge all gas lines are distribution lines. 4. A contractor will need to be contracted to
dig up underground utilities. How far beyond the limits of the site is required? Dig Tess to our knowledge does not locate service lines. 5. What type of identification is being requested
for valves, utility vaults, hydrants and other structures. We have not been provided record drawings to show known underground utilities. We have been told by Sasaki that they have these
drawings. In In previous meeting, we have discussed the drawings and agreed to show those utilities if the record drawings are provided to us. An alternate was for Sasaki to place the
utility on the drawings. As we discussed with Sasaki and Steve Chutchian it id not make sense for staff to locate all of its drawings again and print copies for us when the work has
already been completed. Itwas our understanding that the electronic files provided ofthe topography would be utilized as the base drawings by Sasaki. This arrangement in our opinion,
would allow Sasaki to break up scale and layer drawings as required for their project. 
FROM P. I JRN is 2002 10'46 FR~! ASSOCIATES (i} facsimile ... to_"l' fa"')jik~ "P""iect• ...........MittM"r S<uoIOAnot..... I"". 64 PI.,..,,,,, s .... Wt:itelftit:lwA Nou«hwe'll1 , 617
'1'26 3300 f 61792-42748 Janvory 16, 2002 . Mo-. CO"""" ~.. To....... of Addl""" . 972/<4S()'7()43 OovidCIwgh Addl'<)n Am &e..nt.·Fillol 1*191' S Von Arend .............. .........._he
6179;237331 1.1516.00 617 923 7332 ~: -s,t'11E G4UTGf4I~ -¥ta'I\: ~rvP~1 'S-u:::.J£1 C~yctl ~uPfLy 1l+1? 10 ~NB\~F~D~£{F t1~ vJ\u......~M ~£>\-nO~lf~~ ~Th\~. {lJ~~.Z , 
FROM P,2 JRN 16 aIillil2 10: 40 FR SASI'lKI ASSOCIATES , J ....owy 15.2001 111.. Cmm.. Mo",,, Direttol ofDe¥e\opm... , S .... ic.. Town ofAddboJt '",00 \leIdhlt Road P. O. Bosl1010 AddUolt,
TX 7S001.9011! Rr: Addi.con A..s &. E.6\t~'Dinria Final. ~ign . SA .14S)6.OO [)"'" c........." • $i,SAKI , ' SoooI<i Aw>doooolN:. , 64 """""'" $oM< _~_1OC1.rJom Q2.472US4 The putpooe
oftblr-lctwr ...<1 '~.am.;baimom"" is tv p",.idc1"U with OUf'lr:vKw comm~nl> ~the "!On '""cltt ....,,'" <1OndiUo.nuW'Vq ~'... l1IOeived f'ot rhi< projea. Si_....,"'" _Land ~n.~~,1IlIoWdQ.O(t>c
oo/isldeteel COIIIfI-or flna~ it .1>0..1<1 ........... buIc for obtaiAIn$,~ _urwy rh!It indDd.. til. i~rion""""""IY for our offi"u"d "ilim ... 'oompitoe she Flcal Daitn<fo<;ummtl and
ww: she pro;";. fo. b~. ' 1'., OUt _po ol..,fY;"", w. p.....Jd.d the Tow.. with .pfOJ'O'l'l'd Land S\II'Vey ScMoos ~t.App."' .. tIy u.. TOWD'.Engi~S"""';""'41'<>1:R!cm; dMu: ....~in
Mar, 2001. reduced me 'COp" or..orl< -"n pouticular IIOt iAdllCl.illfl cxiscillfllldli'l' info......tion. Thisilwituli.u Iect 10 she CIOIINlioll. We mily do .. eocI ch!:~to be,~rn,!...
for:diilna. ~orwork; '.;.,d "';~i'd."lJiC , ,CltdoHd 111091 help 10 idellllfy !hc'fnlsIlng illn,.r:marion. Abo. ~Int"'wldbe compoai!<><l in oM dtawl~s£I. ' ....... ofthe.!.n:.: file•
...,,'w: .-....... w. cIo h_,to< af~Ings...,-,ai-IlfUdiIlf'wilincs and would be "amID.end, eopilt 10 ]OM! BirilholFitfOil -..oWd Ii"", PJ......kt _l...,,,, ifu-e:oro orq"""iops, ot if~«J>
usiIiill. itAy'oth'" 'I'I'Iiy. ' David CIo..p. ASIA Se"ior .AsSociIt.. Eodoml; SUJ'\II!!f.Rev,.,., Memo. Il!lz (lIlS/OZ) C", AlaJI Ward, SteW! Hamwll)' 
P.4 1-16-2002 4, 12AM FROM , JI'IN 16 ZOOZ 10'41 FR SASRK! ASSOCIATES 16179237Z20 TO ~19724S0?043--14 P.04/05", .,..._ 10.2001 "".. 2 Gmdinglt!!ms mill$ing froM MIMI)': 1. Spat ~along
sidewolkt,·~and Iond_peeI area, 2. Rim 'ef~1iIot..,~ ~eeulility,SJMlv>ei . 3. f.lnish IIoor eIevollOns forbllilding. "nd $~ 4. Top ofwal! .. boIto\q of,;."u~~~· 5. Top ofcvil:i, boIrcM
ofcutb'e~1\8 \bilily l!l!!nl ml$$lngltvm "'mI)'~ I. ·In"""~oio••lomI4tOi~.l2!Id·S<Iflilory __ $ysIems 2•. Pipe o;.or>tlK!ion.1roIft illlols 10 iIIonn.drolnoge maIns 3. ldenlillca~ol'l
01 plp;..gfcirstorm droinQ94t·ond eonilOry _ $1'lllma (lIa,"fttOlvnal "nd i1il'llCliol'l of fIowl Gild 911' m<llns ~_/high pl'tnUteJ 4, Utiliry .......ice wnnvdions betwe.... l:!uild.
ondutility mol... S. Identlflcotion·for..o.....; wlility YClu1tt; ~nlllallddhor 1Irvc1v.. 
1-16-20024,13AM FROM P.S J""l is 2002 lIll' 41 FR SASAKI IlSSOCIATES (() memorandum _' .~ " t. t~ I s...oIJA....d_'.... 6o\f_.,snW_Mo_ 02AnUSA t 6179263300 f 617924274 ...... Jonoary
IS, 2002 to DIN" Clough .. Alon WOld, S_ HamV!lt( ........ MaurIcio Go...~z ........ _ AddlSOA·FinolO~ .....ect .... . 14516.00 wIIiect Memo :2 •<Ampo'ison t$Ul'iliiy I.lorm_ ~Town)
will> eHC SU""'l' W" h_ """""",red ....6HC ""MIY wi'" lb. existing uIIIIly pION provided by !he TCIWll of Addltoll, ond hove idenli~ed llOmf on Ibe 8He ~th¢ may be miuing or .,...111..
"".,.,.. B,Iow I, 0 II" of our llnding<: 1. An S' &O~ilcl"f _'foi'ce moin Ioooted oMJI,ln 8roodwoy SIreet b no! shown . on !be SHe surwy. 2. The pipuizo 1Or1l>e S(Il'I\Imy __main inllliClft
SIree! is 12" (rIOI8" 0$ shoWIIQ" the SHe 4UM!}'). . . 3. The pipil.lm for the sonitory s_moln Ilowlnll eolt beyond 8rcodwoy S!reet is 12" (nol S' 0$ "'-'n <ItIlh.. BHe awwrl. 4. The
42-lie"" d..oll>09i \I". wiihir> AddilQn Rood should ......Iin... north ~ ~Cicla. The fIHC su""",, dces nOt dearly iclenfif'y !hi. line 01 poinll nMn 0I.Cft,,,, Stned. 5. A 24" (!ben
upsIzed 10 301wmI cll'Oinog. bn81OCQIotd witltln Addiaon ClniIe is no! sI>own ~n....BMC """81.. 6. A 30" $IQIm·dramOs":t,..~.withln Quorum Road Is nol shown on ""' 8HCwrvty. . 7, . The
BHe.lUI\'$)' cIoe$ nOllclentify !he Io!:o.on <Itrf obond9nN \lf1116... withi.. lIIe limil of work for 1M project. S. Th" IiHe wtw!'fdON /lOt identify !"lIlly _Ollis or roodwoy ""__ Joe_
within !he limit <II __ldol' thiJ prcj«:l. 9. A 24" ......... moin 10CClltd willlin ,AddillOl\ CII'CI. Il nOl $hQWn Oil 1h.IlHe S"MIy• . 10. Tho.pi"" size for ...",!",11o>Y _rmain.in
Addi$Q" elide;' 12""'''' S" .... she-on !be IHC """"rI. . . . II should be noMdlhOl1he inlonnOlion p.....ided by lite ToWn of Addison in\:\..idtd . cOI""ildlon ~ngi'end~lOr :I(I~_er
spleml; !I_9toinoge,>",,-, end _ mains. It did net, h~,includ.CONIrvclion drl:rwings or o~.iI!$ for 90s molN, peiroI.ooins, eIec!,;.J·(lnts cir1lllophone linti ~._._no! oble 10 compono
,h. IiHC sut'riI)' sut'riI)' CJ9(Jin" infofmotioii fOr 1IIeM olbt!< utilil.... ** TOTAL PAGe. 0$ "'* 
Rone Engineers A LEIGH COMPANY • GEOTECHNICAL £NGINEERING to (;E01.0GICAL STUDIES • DISTRESS INVESTIGATIONS • PAVEMENT DeSIGN .. ADVANCED GEOTECHNICAL TESTING • fOUNDATION RECOMMENDATIONS
• CONSTRUCTIOt4 MONITORIH'G CONSTRtrCltoN MATERIALS TESTING .. CONsTRUCTION 08SERVATION • CONCRETE TESTING • ASPHALT TESTING • SO'ILS TESTING .. PIER INSPECTION • POST TENSION INSPECTION
• NO",,"O£STRUCT1V£ TESTING .. STRUCTURAL SnE!. INSPl!CTtON • SPECIAL TESTlNG DRfUING SERVICES • MONITOR WELL INSTAu.ATION • £NVIROHMfNTAL DRILL1NG • GEOTECHNICAL DRILLING PALLAS DAUAS.
TEXAS 7SZ47 TELEPHONE 214...fS3()'914S 'ACStMILE 214·630-9819 FORTWORT"H 121 NORTH RAYNER STREET FORT WORTH, TEXAS 7611 S TEL.£PHOHE 8J7~831-6Z11 METRO 811~4z9'43za FACsiMILE 817-834-4833
January 15, 2002 Mr. Steve Chutchain Town of Addison 16801 West Grove Drive Addison, Texas 75001 PROPOSAL No. 02·3323 GEOTECHNICAL INVESTIGATION PROPOSED ARTS & EVENTS DISTRICT ADDISON,
TEXAS Dear Mr. ChutChain: 110ne Engineers, Inc. (Rone) is pleased to offer this proposal for a geotechnical . investigation for the referenced project. We PI~paredjl1is~.prop()sal~based
on information YOtI provided, and a site visit by Luke Jalbert from the Town of Addison and . Brian Rohr and Mark Gray with Rone. . We understand the Town of Addison, has selected Rone
Engineers to perform engineering services based solely on our professional qualifications. We also understand the Town of Addison is currently negotiating work scope and fee only with
Rone. The project is located east of Addison Road, south of Addison Circle drive and west of Quorum Drive in Addison, Texas. A railroad right-of-way defines the south property line;
however, Clara Street is the southernmost point of the current phase of this investigation and currently planned development. We understand the project consists of constructing a new
outdoor stage, multi-purpose arts and cultural center, a pavilion, public restrooms, garden courts, an outdoor stage and central lawn and garden areas with fountains and seating areas.
FIELD FIELD INVESTIGATION Subsurface conditions will be evaluated with four borings drilled five feet into competent rock, or to a maximum depth of 25 feet below grade within the footprint
area of the proposed restrooms, stage, multi-purpose center and pavilion. In addition, 10 borings will be drilled to a depth of 5 to 10 feet to determine depth to rock in the general
use areas indicated on the site plan provided to Rone. Limestone in the area of the site is documented as shallow as 12 to 18 inches, to as much as 15 feet from existing grade. 
Town of Addison Proposal No. 02-3323 January 15, 2002 Page 2 Field personnel will drill the borings using truck-mounted equipment. Cohesive and non-cohesive soil samples will be obtained
using three-inch diameter Shelby tube samplers (ASTM 0-1587) and two-inch diameter standard split-spoon samplers (ASTM 0-1586), respectively. In addition, rock encountered will be evaluated
by use of the Texas Department of Transportalion cone penetration tests. Rock coring is not included in this scope of work. An engineering geologist or soils technician will extrude
the samples in the field, check the samples for consistency with a hand penetrometer, carefully wrap them to preserve their condition, and return them to the laboratory for testing.
A log of each boring will be prepared to document field activities and results. Rone will stake the boring locations using normal taping procedures. Locations will be shown on the plan
of borings. Precise surveying of boring locations and elevations is not included in the cost estimate. These services may be provided upon request, at additional cost. At the completion
of drilling operations, bore holes will be backfilled and plugged with soil cuttings. LABORATORY INVESTIGATION Laboratory tests will be required for classification purposes, to determine
strength characteristics, and to evaluate both the short-and long-term deformation/swell properties of the materials encountered. Testing will be in accordance with our standard procedures
which includes moisture content and soil identification, liquid and plastic limit determinations, unconfined compression tests on soil, unit weight determinations, and absorption pressure
and/or one-point pressure swell tests. The specific types and quantities of tests will be determined based on soil conditions em,ountered in the borings. ENGINEERING SERVICES The engineering
report will be prepared by a registered engineer and will present the results of the field and laboratory data together with our analyses of the results and recommendations. We will
provide two copies of the report. The report will address: • soil and groundwater conditions encountered at the boring locations; • foundation design recommendations including foundation
type, identification of bearing strata, allowable bearing pressure, and estimated settlement; • recommendations for floor slab support, including an evaluation of the swell characteristics
of the subgrade soils; • earthwork recommendations; including material and compaction requirements; • pavement design recommendations, including subgrade preparation and pavement thickness;
• construction considerations related to soil and groundwater conditions at the borings. COST OF SERVICES Based on the scope of services described above, we propose a lump sum fee of
$2,900.00 for the geotechnical investigation phase of the project. This fee will not be exceeded without prior authorization. Items other than those specified above, or changes in drilling
requirements which are revealed by these studies or are necessitated by a change in project scope, may require revised field, laboratory. and engineering services. These services will
be discussed and negotiated on an individual basis. The final invoice will be sent to you after completion of the project. A LEIGH COMPANY 
Town of Addison Proposal No. 02-3323 January 15, 2002 Page 3 PROJECT SCHEDULE We plan to initiate these studies within three days of receipt of notice-to-proceed and anticipate that
one working day will be required to complete the field investigation (weather conditions permitting). You will . receive the final report approximately 10 to 15 working days following
the completion of the field operations. However, we will make preliminary design data available sooner if necessary. Items to be provided by the client include the right-of-entry.to
conduct the exploration and information regarding the location of any utilities on the subject site. All locations are assumed to be accessible to normal truck mounted equipment. Any
restrictions or special project requirements should be brought to our attention before we commence fieldwork. Should weather or other factors result in unforeseen changes in site accessibility,
Rone will contact the client to discuss accessibility options and associated fees. Thank you for the opportunity to present this proposal. Please sign and return one copy of the attached
Terms for Geotechnical Engineering Services as your authorization to proceed. Please call if you have any questions or if you have suggestions regarding changes to the agreement or to
the proposed work scope. We look forward to working with you on the project. rJt~~!r::~~ .E. Engineering Services .Rion.e.E.nglneers-~ A LEIGH COMPANY 
Town of Addison Proposal No. 02-3323 January 15, 2002 Page 4 AGREEMENT FOR GEOTECHNICAL ENGINEERING SERVICES ANDIOR MATERIALS TESTING SERVICES This AGREEMENT is made by and between RONE
ENGINEERS, INC., hereinafter referred to as GEOTECHNICAL ENGINEER, and TOWN OF ADDISON hereinafter referred to as CLIENT. The AGREEMENT between the parties consists of these TERMS, the
attached proposalldentffied as Proposal No. 02-3323, dated January 15, 2002 and any exhibits or attachments noted in the PROPOSAL. Together, these documents will constitute the entire
agreement superseding any and all prior negotiations, correspondence, or agreements either written or oral and any changes to this AGREEMENT must be mutually agreed to in writing. STANDARD
OF CARE CLIENT recognizes that subsurface conditions may vary from those observed at locations where bOrings, surveys, or explorations are made, and that site conditions may change with
time. Data, interpretations, and recommendations by GEOTECHNICAL ENGINEER will be based solely on information available to GEOTECHNICAL ENGINEER. GEOTECHNICAL ENGINEER is responsible
for those data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information developed. Services performed by GEOTECHNICAL
ENGINEER under this agreement will be conducted In a manner consistent with the level of care and skill ordinarily exercised by members of the geotechnical engineering profession practicing
contemporaneously under similar conditions In the locality of the project. Under no circumstance Is any warranty, expressed or implied, made in connection with the providing of geotechnical
engineering services. SITE ACCESS AND SITE CONDITIONS CLIENT will grant or obtain free access to the site for all equipment and personnel necessary for GEOTECHNICAL ENGINEER 10 perform
Ihe work sel forth in this agreement. CLIENT will notify any and all possessors of the project site that CLIENT has ,'granted GEOTECHNICAL ENGINEER free access 10 Ihe site. GEOTECHNICAL
ENGINEER will take reasonable precautions '10 minimize damage to the s~e, but it is understood by CLIENT that, in the normal course of work, some dama,ge may occur and the correction
of such damage is not part'"f this agreement unless so specified in the PROPOSAL.." ' ~7 CLIENT Is responsible for accurately delineallng the locations of all subterranean structures
and utilities. GEOTECHNICAL ENGINEER shall be entitled to rely upon the accuracy and completeness of the information provided by CLIENT and shall take reasonable precautions to avoid
known subterranean structures and utilities." In addition to the above, GEOTECHNICAL ENGINEER will conduct such additional research as In Its professional opinion Is necessary to attempt
to locate subterranean structures and utilities; however, CLIENT acknowledges that GEOTECHNICAL ENGINEER shall be relying upon information contained within the records of govemmental
entities, utllmes, and Ihird parties which ~;,~~a~ndforinaccurate. 1>.[,:''',. ~~~ SAMPLE DISPOSAL GEOTECHNICAL ENGINEER will retain samples Irsnsported 10 the geotechnical laboratory
for testing for a period of l\1irty (30) days following submission of the report covering those samples. Further storage or transfer of samples can be made at CLIENT's expense upon CLIENT's
prior written request. MONITORING If GEOTECHNICAL ENGINEER is retained by CLIENT to provide a site representative for the purpose of observing andlor monitoring specific portions of
construction work or other field activilies as set forth in the PROPOSAL, GEOTECHNICAL ENGINEER will report observations as made and render opinions with regard to compliance with plans
and specifications provided by CLIENT. GEOTECHNICAL ENGINEER'S scope of work in this regard shall be stricUy limited to reporting and GEOTECHNICAL ENGINEER shall have no right to reject
or stop work. GEOTECHNICAL ENGINEER'S presence on site does not in any way guarantee the quality of performance of the work of any party retained by CLIENT and GEOTECHNICAL ENGINEER
shall not not be responsible for and shall not have control of means, methods, techniques, sequences and procedures of construction or for safety precautions In connection with the work
and GEOTECHNICAL ENGINEER shall nol be responsible for the fellure of any party to carry oullhe work In accordance with the plans and specifications provided by CLIENT. A LEIGH COMPANY

ENGINEER'S NEGLIGENCE OR OTHER FAULT IN WHOLE OR IN PART. Town of Addison Proposal No. 02-3323 January 15, 2002 Page 5 BILLING AND PAYMENT CLIENT shall pay GEOTECHNICAL ENGINEER, in
accordance with the procedures Indicated in the PROPOSAL and its attachments. Invoices will be submitted to CLIENT by GEOTECHNICAL ENGINEER, and shall be due and payable upon presentation.
If CLIENT objects to all or any portion of any invoice, CLIENT will so notify GEOTECHNICAL ENGINEER in writing within fourteen (14) calendar days of the invoice date, identify the cause
of disagreement, and pay when due that portion of the Invoice not in dispute. In the absence of written notification described above, the amount as stated on the invoices shall be paid.
Invoices are delinquent If payment has not been received within thirty (30) days from date of invoice. At the option of the GEOTECHNICAL ENGINEER, CLIENT will pay an additional charge
of one-and-one-half (1.5) percent per month (or the maximum percentage allowed by law, whichever is lower) on any delinquent amount, except for any portion of the Invoiced amount in
dispute and resolved in favor of CLIENT. Disputed amounts withheld by the client which are subsequently resolved in favor of the GEOTECHNICAL ENGINEER will carry the additional charge,
as described above, effective thirty (30) days from the date of the original invoice. In the event CLIENT falls to pay GEOTECHNICAL ENGINEER within sixty (60) days after Invoices are
rendered, CLIENT agrees that GEOTECHNICAL ENGINEER will have the right to consider the failure to pay the GEOTECHNICAL ENGINEER's invoice as a breach of this AGREEMENT. TERMINATION This
AGREEMENT may be terminated by either party seven (7) days after written notice in the event of any breach of any provision of this AGREEMENT or In the event of substantial failure of
performance by the other party, or If CLIENT suspends the work for more than three (3) months. In the event of termination, GEOTECHNICAL ENGINEER will be paid for services performed
prior to the date of termination plus reasonable termination expenses, including, but not limited to the cost of completing analyses, records, and reports necessary to document job slatus
at the time of termination. LIMITATION OF LIABILITY ~rgooJJ:l. DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS CLIENT represents that CLIENT has made a reasonable effort to evaluate if
hazardous materials are on or near the project site, and that CLIENT has informed GEOTECHNICAL ENGINEER of CLIENT's findings relative to the possible presence of such materials. Hazardous
materials may exist at a site where there Is no reason to believe thay could or should be present. GEOTECHNICAL ENGINEER and CLIENT agree that the discovery of unantiCipated hazardous
materials constitutes a changed condition mandating a renegotiation of the scope of work or termination of services. GEOTECHNICAL ENGINEER and CLIENT also agree that the discovery of
unanticipated hazardous materials may make it necessary for GEOTECHNICAL ENGINEER to take immediate measures to protect health and safety. CLIENT agrees to compensate GEOTECHNICAL ENGINEER
for any equipment decontamination or other costs incident to the discovery of unantiCipated hazardous materials. GEOTECHNICAL ENGINEER egrees to notify CLIENT when unanticipated hazardous
materials or suspected hazardous materials are encountered. CLIENT agrees to make any disclosures required by law to the appropriate governing agencies. CLIENT also agrees to hold GEOTECHNICAL
ENGINEER harmless for any and all consequences of disclosure made by GEOTECHNICAL ENGINEER which are required by governing law. In the event the project site is not owned by CLIENT,
CLIENT recognizes that it Is CLIENT's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected ;;R~oliin~eiE~ng Ineers ':' .A LEIGH
COMPANY 
Town of Addison Proposal No. 02-3323 January 15, 2002 Page 6 hazardous materials. DISPUTES RESOLUTION All claims, disputes, and other matters in controversy between GEOTECHNICAL ENGINEER
and CLIENT arising out of or in any way related to this AGREEMENT. will be submitted to "altemative dispute resolution" (ADR) before and as a condition precedent to other remedies provided
by law. If and to the extent CLIENT and GEOTECHNICAL ENGINEER have agreed on methods for resolving such disputes, then such methods will be set forth In the 'Altemative Dispute Resolution
Agreemenr which, if attached, is Incorporated into and made a part of this AGREEMENT. If no specific ADR procedures are set forth In this AGREEMENT, then ~ shall be understood that the
parties shall submit disputes to medialion as a condition precedent to litigation. II a dispute by and between the parties is not resolved by ADR as provided above, then the prevailing
party In any litigation shall be entitled to the recovery 01 all reasonable costs incurred, Including but notlimtted to court costs and attorney's fees . . GOVERNtNG LAW AND SURVNAL
The law of the State of Texas will govern the validity of this AGREEMENT, its interpretation and performance. If any of the provIsions contained in this AGREEMENT are held Illegal, Invalid,
or unenforceable, the enforceability 01 the remaining provIsions . will not be impalre~l. LIMITATIONS OF LIABILITY AND INDEMNITIES WILL SURVIVE TERMINATION OF THIS AGREEMENT FOR ANY
CAUSE. The parties have read Ihe foregoing, understand complalely the terms, and willingly enter into this AGREEMENT which will become effective on the date signed below by CLIENT. CLIENT
g.--W~,c:) By: Position Date 
TXU December 21, 2001 Town of Addison TXU Estimated Costs for Relocation of facilities on Addison Road (Revised to include Cost #3) Cost #1: Site -Addison Road from Belt Line Rd on the
south to Broadway • The Town of Addison to provide the utility easements for TXU facilities. • Upon relocation of TXU facilities, use 24-65ft. concrete poles in lieu of wood poles for
esthetics. • All poles adjacent to Addison Rd are to be replaced on both sides of the street. • The taller concrete poles are used to clear tree plantings of Texas red oaks which will
be approximately 30 feet high. • The concrete poles will be set in the same Vicinity as the existing pole locations. Estimated Cost: $118.200.00 Cost #2: Site -Addison Road from Broadway
on the south to Morris on the north. • Convert the existing overhead facilities to underground facilities with TXU performing the civil and electrical work. • This cost includes feeder
and switching work only; not transformers or services. • The Town of Addison is responsible for obtaining easements for the padmount switches and transformers. • The Town of Addison
will be responsible for the rewire and if necessary, the bringing up to code, of customer's electrical services. Estimated Cost: $786.500.00 Cost #3: Site -Addison Road from Broadway
on the south to Morris on the north. • Convert the eXisting overhead facilities to underground facilities with the Town of Addison performing the civil work and TXU performing the electrical
work. • This cost includes feeder and switching work only; not transformers or services. • The Town of Addison is responsible for obtaining easements for the padmount switches and transformers.
• The Town of Addison will be responsible for the rewire and if necessary, the bringing up to code, of customer's electrical services. Estimated Cost: $318.000.00 
Cost #4: Site -Addison Road from Broadway on the south to Morris on the north • Upon relocation, move the overhead line to the west side of Addison, using wood poles. • The Town of Addison
to provide easements for the overhead line. • Place any crossings ofAddison Road underground. which involves four-3 phase and one single phase crossing. • This design will require the
installation of two padmount transformers. The Town of Addison will be responsible for obtaining easements for the transformers. Estimated Cost: $98,700.00 Cost#5: Site -Arts District
Area • Remove existing overhead facilities in the area bounded by Addison Road, Addison Circle and the railroad tracks. leaving the service to farmhouse and bam and the service to the
building on the southwest corner of the bounded area. • Provide overhead service for the special events booths along Julian Street Estimated Cost: No cost for removal of facilities.
Consult Mr. Richard Hildebrand 972-888-1329 for new service Cost#6 Site -Arts District Area • Provide new underground service for north side. Estimated Costs -need load information.
Please contact Richard Hildebrand 972-8881329 for new service Reeves Partain TXU Electric and Gas Office 214-875-2256 This 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. i CONSULTING ENGINEERS I 7502 Greenville Ave., #220 Dallas, Texas 75231 Fax (214)361-0204 Phone (214) 361-7900 L-----1 JOHN W. BIRKHOFF> P.E. RONALD
V. CONWAY, P.E. GARY C. HENDRICKS. P,E, JOE R. CARTER. P.E. PAULA. CARLINE, P.E. MATI mCKEY, P.E. November 16, 2001 ROSS L. JACOBS. P.E, I. C. FINKLEA, P,E, Mr. BobP Sasaki sociates
64 PI sant St. Watertown, Massachusetts 02472 Re: Town ofAddison Events Area CD ofExisting Conditions Dear Mr. Poulos: We are enclosing a revised electronic copy ofthe City of Addison's
Special Events Survey, which includes the underground utilities located by TXU Electric, TXU Gas and SWBT. It also includes topo that was questioned by your staff. From our review of
the project, it was detennined that a portion ofthe topo was left offthe original submittal due to the technician going to National Guard duty. We were unable to show utilities since
you have the record drawings from the City. We assume that your technicians will add that to your final drawings. Sincerely, (jp'3 I John W. Birkhoff, P.E. Enclosures cc: Mr. Steven
Z. Chutchian, P.E. Ms. Carmen Moran 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave.• #220 Dallas. Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 JOHN W, BJRKHOFF, P.E. RONALD v. CONWAY.
P.E. GARY c. HENDRICKS. P.B. JQBR CARTER, P.E. PAULA CARLINE, P,E. MATIHICKEY,P,E, October 29, 2001 ROSS L JACOBS, P.E. t c. FINKLEA, P.E. :Mr. Bob Poul Sasaki Ass iates 64 Plea nt St.
Watertown, Massachusetts 02472 Re: Town ofAddison Events Area CD of Existing Conditions Dear :Mr. Poulos: We are enclosing the electronic copy ofthe City ofAddison '8 Special Events
Survey. which includes the underground utilities located by TXU Electric, TXU Gas and SWBT. A hardcopy of the identified underground utility locations is also enclosed. Sincerely, Q';(~
John W. Birkhoff, P.E. Enclosures jcc: :Mr. Steven Z. Chutchian, P.E. Ms. Carmen Moran 
® transmittal SASAKI Sasaki Associates Inc. 64 Plea","t Stre.t Wolertown Mossochuselts 02472 USA t 617 926 3300 f6179242748 to Town of Addi son 16801 Westgrove Drive P. O. Box 9010 Addison,
TX 75001-9010 date project no. October 25, 2001 Addison Rood Streetscape 14268.00 aHn Steven Z. Chulchian, P.E. from Robert Poulos we are sending you via t8l overnight courier D courier
D us mOil o other description quantity doled Print of Base Survey with comments 1 10/25/01 I these are transmiHed [gl for your information D please retur~ materials o for review and
comment o borrowed materials returned o as requested o for opprovol o other Steve here is a mark up survey with some observations we made, we were not able to walk the entire site, but
I think you will get the idea that the surveyor missed a 101 of surface features. Call jf you have any questions rep\g~\ lA268.00\odmin \trans \t-chutch3.doc 'igned ________________________________
copy to Word, Poulos, Cloog~, Boker, File 
Sasoki Associates Inc. 64 Pleasont Street Wolerlown Mos'l"husetls 02472 USA t 6179263300 f 6179242748 w www.sosaki.cam Octobet 22, 2001 • SASAKI Ms. Carmen Motan Town ofAddison 16801
Westgtove Drive P. O. Box 9010 Addison, TX 75001-9010 Re: Addison Circle Arts & Events District Survey Contracts Review SA # 14268.00 Dear Carmen: We have completed our review ofthe
survey contmct that was used for the Arts & Events area. We have noted that the section (Article 4) for utilities was left out of the scope of work with Shimek, Jacobs & Finklea, L.L.P.
(SJF). The document that was sent to Steve included this work that needed ro be done for the project. Therefore, we are requesting that the Town provide the missing infotmatiM in an
updated survey to be used in the next phase of work. The final survey should be provided in the following forms: • Stamped Hard Copy • AutoCAD 2000 Drawing File Please call if you have
questions or comments. We will be forwarding a hard copy ofthe As Bullts to Steve to distribute to SIF. Robert E. Poulos Senior Associate REP/sho Enclosed: Land Survey Service Agreement;
Contract dated May 10, 2001 CC: Alan Ward, Steve Harnwey, Steven Chutchian, David Clough . rep\g::\l426S,OO\ptojmngt\l.cml0220Ldoc 
LAND SURVEY SERVICES AGREEMENT DATE: April 23, 2001 PROJECT: Addison Circle Arts & EVents District Addison, Texas OWNER: Town Of Addison ENGINEER: Sasaki Associates, Inc. SURVEYOR: Shimek,
Jacobs & Finklea, L.LP. Consulting Engineers REQUEST FOR PROPOSAL The Owner requesls the Surveyor to submit to the Owner a proposal for land Survey Services for the property described
below. The Surveyor sholl submit the proposal by attaching hereto (and referencing Article 7) the material required and returning three signed copies of this document to the Owner. The
Surveyor sholl include, with the proposal, a statement deAning any proposed deviations from the requirements of this document including additions, deletions, exceptions and revisions.
The Surveyor, when submilling the signed Agreement, understands that all the Terms and Conditions hereof will become effective and binding when it is signed by the Owner and a copy is
returned 10 the Surveyor. If the Owner accepls the proposal, the Owner will sign all three copies of this document. One will be returned 10 the Surveyor and one to the Engineer. Upon
execution and receipt by both parties, this document and all attachments listed in Articles 6 and 7 shall form the Agreement between the Owner and Surveyor. Town of Addison Survey RFP

The Surveyor shall hold the proposol open for acceptance by the Owner for a period of fourteen (14) calendar days after the date of submittal to the Owner. LAND SURVEY AGREEMENT ARTICLE
1 • TERMS AND CONDITIONS (See the attached Terms and Conditions provided by the Owner -Exhibit A) and the following: 1, I. Time: Subject ta any limitations stated in the proposal, the
specified land Survey Services shall be completed and the drawing[s) and report(s) delivered 10 the Owner and the Engineer within thirty PO} calendor days after receipt of the signed
agreement.1.2. Qualifications: All work shall be performed by qualified personnel under the supervision of a licensed or Registered land Surveyor, and the document(s) submitted shall bear the
Surveyor's seal and certification to that effect . • 1.3. Use of Drawings: It is understood that the Owner, or the Engineer, on the Owner's behalf. may reproduce the drawing(s) without
modifications and distribute the prints in connection with the use or disposition of the property without incurring obligation for additional compensation to the Surveyor. The original
drawing[s) shall remain the property of the Surveyor. ARTICLE 2 • GENERAL INSTRUCTIONS: 2. I. Accuracy Standards: 2,1.1. Precision of the survey work shall be based upon the Positionol
Accuracy Concept. The Surveyor shall recommend, in the proposal, positional accuracy limits and error of closure limits for the property being surveyed. 2.2. Description of Property
to be Surveyed: legal: (Steve please fill this in) Property Addresses: The property consists of 16 Acres in the Special Event District within the Addison Circle area. The area is bounded
by Addison Circle, Quorum Drive, DART Right 01 Way, Addison Road, and Addison Circle Drive. Town of Addison Survey RFP 2 
See attached plans and sketches identi~ed in Article 6. (Steve let me know if you need this) Town 01 Addison Survey RFP 3 
2.3. Means of Access: 2.3.1. Property lines and means of access are shown on aftached drawings and identified in Article 6. Site access is provided as indicated below. checked below.
The Owner has secured permisSion for entry to the property to conduct this survey. The surveyor shall notify the Owner 7 days prior to entering the property so that the Owner may notify
the tenant 48 hours prior to the surveyors entry onto the property. 2.4. Drawing Requirements: 2.4.2. Drawing sheets shall be trim size 30" X42" with 1',4" left binding edge, and Y2"
borders. 2.4.3. Use scale 1" = 20' unless otherwise authorized by the Engineer. Include graphic scale. 2.4.4. Show North arrow and locate North at the top of the sheet. 2.4.5. Include
legend of symbols and abbreviations used on the drawing(s). 2.4.6. Spot elevations on pavements or other hard surfaces shall be to the nearest 0.01', on other surfaces 10 the nearest
0.10'. 2.4.7. Boundary and topographic information, where both are required, shall be on the same drawing unless otherwise requested by the Engineer. 2.4.8. State elevation datum on
each drawing. Use official municipal datum of the Town of Addison (Steve Confirm that this is the Datum you want to use) 2.4.9. Furnish to the Enginee" one reproducible transparency
and three prints of each drawing. The licensed land Surveyor shall sign and seal each drawing and shall certify that, to the best of the Surveyor's knowledge, information, and belief,
all information thereon is true and accurately shown. In addition, the Surveyor shall prOVide to the Engineer, the survey information in Autocad Release 2000 or DXF file format for the
Engineer's use. Town of Addison Survey RFP 4 
ARnCLE 3 -LAND (BOUNDARY) SURVEY Work scope includes those ifems checked below. 3.1. Show boundary lines, giving length and bearing [including reference or basis) on each straight line;
interior angles; radius, point of tangency and length of curved lines. State on the drawing!s) whether corners were found or set and describe each. 3.2. ConArm or furnish a legal description
conforming to the Record Tille Boundaries. Prior to making this survey, the Surveyor sholl, insofar as possible, acquire data including, but not limited to, deeds, mops, certificates
or abstracts of title, section line and other boundary line locations in the vicinity. 3.3. Give area in square feet if less than one acre, and in acres to 0.01-ocre if over one acre.
3.4. Note identity, jurisdiction and width of adjoining slreets and highways, width and type of povement. Identify landmarks. 3.5. Plot location of slructures on the property and on
adjacent property within 50 feel. Dimension perimeters in feet and decimals to 0.05'. State the character and number of stories. Dimension to the property lines and other buildings.
Vacant parcels sholl be noted VACANT. 3.6. Show encroachments, including cornices, belt courses, overhangs, etc., either way across the property lines. 3.7. Describe fences and walls.
Identify party walls and locate them with respect to property lines. 3.8. Show recorded, or otherwise, known easements and rights-of·way; state the owner and the right of each. 3.9.
Note possibilities of prescriptive rights-of-way and the nature of each. 3.10. Nole anticipated street widening (s). 3.11. Show individual lot lines and block numbers; show building
street numbers if available. 3.12. Give names of owners of adjacent property. 3.13. ReconCile, or explain, any discrepancies between the survey and the Town of Addison Survey RFP 5 
record legal description. 3.14. Provide the locations of all traffic control devices, signal support systems, troffic control boxes, detector loops, pull boxes and regulatory signs with
descriptions to the limits shown on the altached sketch. ARTICLE 4 -TOPOGRAPHICAL SURVEY REQUIREMENTS All lines of levels shall be checked by separate check level lines or on previous
turning points. 4.1. Minimum of one benchmark on site for each four acres; description and elevation to nearest 0.01 '. 4.2. Contours at 1 fool intervals; error shall not exceed one
half contour interval. 4.3. Spot elevations at each intersection of a 25 foot grid covering the property where existing conditions warrant. 4.4. Spot elevations at street intersections
and at.25 foat intervals on curb, gulter, back-of.walk, sidewalk, edge of pavement and crown line. 4.5. Plaited location of structures, above C1nd below the ground, mCln-made (e.g.,
paved areas) and naturalleatures; all floor elevations and elevations of each entrance of buildings on the property. 4.6. Location, size of water and gas mains, central steam and other
utilities including but not limited to, buried tanks and septic fields serving, or on, the property. 4.7. Location of fire hydrants available to the property and the size of the main
serving each. 4.8. Location and characteristics of power and communications systems above and below ground. 4.9. Location, size, depth, material. and direction of flow of sanitary sewers,
combination sewers, storm drains and culverts serving, or on, the property; locations of catch basins and manholes, inverts of pipes, and other pertinent structures (e.g., control structures).
Town will provide available utility documents previously researched. 4.10. Mean elevation of water in any excavation, well Or nearby body of water. Town of Addison Survey RFP 6 
4.11. Flood plain, flood level of streams or adjacenl bodies of water and analysis of site for potential flooding. 4.12. Locations of any soil borings, lesl borings, monilor wells, and
the elavanon of the top of boring caps or monitor well covers to the nearest 0.01 '. 4.13. Trees of 4" and over (caliper 3' above ground); locale within l' tolerance and give species
in English and botanical terms. ARTICLE 5 • ADDITIONAL REQUIREMENTS 5.1. The Surveyor shall coordinate as to the set-up of the electronic format, files, and layering wilh Ihe Engineer_
Siandard text height shall be 0.1 "; spot grade text height shall be 0.08" ARTICLE 6 -ATTACHMENTS BY THE OWNER 6.1 The approximate limits of the survey area are shown on the follOWing
aHachments: 1. Composite plan of existing street utilities obtained from the Town of Addison Department of Public Works. 2. Assessors Tax Map showing property and limits of proposed
survey work. 6.2 The approximate limits of the survey area are shown on the aHached survey and sketch. ARTICLE 7 -ATTACHMENTS BY THE SURVEYOR 7_1 Proposal dated: 7.2 Other (specify}:
ARTICLE 8 • DELIVERY OF AGREEMENT Upon execution and receipt by both parties, this document and all attachments listed in Articles 6 and 7 shall Form the Agreement between the Owner
and the Surveyor. Town of Addison Survey RFP 7 
Agreed and Accepted SignoltJre for: Dote Shimek, Jacobs & Finklea, UP Signature for: Dote Town of Addison Town of Addison Survey RFP 8 
t ENGINEERING SERVICES AGREEMENT Tms AGREEMENT is made and entered into by and between the Town of Addison, Texas, hereinafter referred to as "Town", and Shimek, Jacobs & Finklea, L.L.P.,
hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WIT N E SSE T H: WHEREAS, the Town desires to engage the services of the Engineer to
complete field surveys and plot topographic maps for design to be completed by Sasaki Associates, Inc., on the Addison Circle Arts and Events District, located in the Town of Addison,
Dallas County, Texas, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering services for the Town under the terms and conditions provided
herein. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual • benefits to be obtained hereby, the parties
hereto agree as follows: I. Employment of the Engineer The Town hereby agrees to retain the Engineer to perform professional engineering services in counection with the Project; Engineer
agrees to perform such services in accordance with the terms and conditions ofthis Agreement. II. Scope ofServices The parties agree that Engineer shall perform suchservices as are set
forth and described in Exhibit ;'A", which isat!ached hereto and thereby made a part of this Agreement. The parti~ understand and agree that deviations or modifications, in the form
of written changes may be authorized from time to time by the Town. III. Schedule ofWork The Engineer agrees to commence services immediately upon execution of this Agreement, and to
proceed diligently with said service to completion as described in the Completion Schedule attached hereto as Exhibit "B" and thereby made a part ofthis Agreement. Engineering Services
Agreement (SIUIOJ) Page J of 10 1:!6J~(Jtrlt:lrr1"~lJdist1<tgt'UnlDlt.dcc 
IV. Compensation and Method ofPayment The parties agree that Engineer shall be compensated fur all services provided pursuant to this Agreement in the amount and manner described and
set forth in the Payment Schedule attached hereto as Exhibit "C" and thereby made a part of this Agreement. Engineer furfuer agrees that it will prepare and present such monthly progress
reports and itemized statements as are described in said . Exhibit "C". Town agrees to pay invoices within 30 days ofreceipt. V. Information to be Provided by the Town The Town agrees
to furnish, if available, prior to commencement of services, all that information set forth and described on Exhibit "D", which is attached hereto and thereby made a part ofthis Agreement.
VI. Insurance Engineer agrees to procme and maintain for the dur,\~on of the contract Professional Liability Insurance ($1,000,000.00), Workers Compensation (statutory limit), General
Liability ($500,000 per occurrence, $1,000,000 aggregate) and Automobile fusurance ($500,000 combined single limit per accident). VII. Assignment and Subletting The Engineer agrees that
neither this Agreement nor the services to be performed here\Ulder will be assigned or sublet without the prior written consent of the Town. The Engineer further agrees that the assignment
or subletting of any portion or feature of the work or materials required in the perfurmance of this Agreement shall not relieve the Engineer from its full obligations to the Town as
provided by this Agreement. VIll. Audits and Records .. The Engin~eragrees that at anytime duringnormal business hours andas often as Town may deem necessary, Engineer shall make available
to representatives of the Town for examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of the Town to audit, examine,
and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data
relating to all matters covered by this Agreement, all for a period ofone year from the date of final settlement of this Agreement or for such other or longer period, ifany, as may be
required by applicable statute or other lawful requirement. Engineering Services Agreement (5111/01) Pag.lo! 10 /;\5]6ihu1dUort\t:iret. am'fl,."u, Jul~mt.d'oe' 
IX. Contract Termination The parties agree that Town or the Engineer shall have the right to terminate this Agreement without cause upon thirty (30) days written notice to the other.
In the event of such termination without cause, Engineer shall deliver to Town all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports photographs
or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction ofTown in accordance
with the provisions of this Agreement prior to termination. X. Engineer's Opinion of Cost The parties recognize and agree that any and all opinions ofcost prepared by Engineer in connection
with the Project represent the best judgment ofEngineer as a design professional familiar with the construction industry, but that the Engineer does not gnarantee that any bids solicited
or received in connection with the Project will not vary from the opinion bythe Engineer. '.. XI. Ownership ofDocuments Original drawings, specifications and reports are the property
of the Engineer; however, the Project is the property of the Town. Town shall be furnished with such reproductions of . drawings, specifications and reports. Upon completion of the services
or my earlier termination of this Agreement under Article IX, Engineer will revise drawings to reflect changes made during construction as reported by the Town and contractor, and he
will furnish the Town with one (1) complete set of reproducible and one black-line set of record prints. Additional prints shall be furnished at cost, as an additional service, at any
other time requested by Town. XII. Complete Contract This Agreement, including the exhibits hereto numbered "A" through liD" constitutes the entire agreement by and between the parties
regarding the subject matter hereof. xm. Mailing ofNotices Unless instructed otheiwise in writing, . Engineer agrees that all notices or communications to Town permitted or required
under this Agreement shall be addressed to Town at the following address: Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Town ofAddison Post Office Box 9010 Addison, Texas 75001-9010
Engineering Services Agreement (5111101) Page 3 of 10 {:lifl(S(k;Jdlw!lcin:!~lUU~dt:~Joc 
Town agrees that all notices or communications, to Engineer permitted or required under this Agreement shall be addressed to Engineer at the follo~gaddress: John W. Birkhoff, P.E. Shimek,
Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 DallaS, Texas 75225-5816 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or the other
shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIV. Contract Amendments This Agreement may be amended
only by the mutual agreement of the parties expressed in writing. xv. Effective Date This Agreement shall.be effective from and after execution by both parties htjreto. WITNESS OUR HANDS
AND SEALS on the date indicated below. TOWN OF ADDISON, TEXAS By: ATTEST: Date: SHIMEK, JACOBS & FINKLEA, LL.P. CONSULTING E'NGINEERS: By: C),coty'ai~er Date: S /;0/0 I Engineering Servi=
Agreement (5111J()J) Page4Qj 10 l:1616O'ladJIJ",,'dnI, ~dUrla,grcClfW,4tx: 
EXHIBIT "A" ENGINEERING SERVICES The Engineering Services to be provided under this Agreement shall include the following: PART I: FIELD SURVEYS: A. Recapture past topographic surveys
in the Addison Circle Arts & Events District Area ifthey are present in electronic fonn and prepare a composite drawing of those surveys.. B. Extend existing topographic surveys to include
~ area bordered on the west by Addison Road, on the north by Addison Circle Drive, on the east by Quonnn Drive and on the south by DART Rail Tracks. C. Surveys. shall be tied to the
Town ofAddison Benchmark system. The surveys will include its own project coordinate system. Ground shots will be to the nearest 0.1foot with pavement shots to the nearest O.OI-foot.
D. Elevation shots will be taken generally on a 25 to 50-foot grid to establish contour map having a contour interval ofone foot. E. The topographic surveys will extend beyond Addison
Circle Drive and Quonnn Drive to include the fsee ofexisting buildings. PART IT: DRAWING A. The electronic field notes will be reduced and plotted. No CADD standards will be utilized.
Text height shall be O.l-inch. B. Sheet size shall be 30" x 42" with Yz-inch borders and 1 y..-inch binding edge. C. Scale ofdrawing shall be I-inch = 20-feet. Engineering Services Agreement
(Sill101) Page So/10 IM16O'vzdJ1.Joft\dn.:/fI drt:l~~ent.Joc 
D. North arrow shall be to the top ofpage. E. Sheet shall include bar scale, benchmark and legend. F. Prepare contour map ofarea with a contour intemal of I.O-foot. G. Prepare Tree Survey
of site, minimum tree caliber 4-inches called out in English terms. PART m: PLATS A. Complete deed research at Dallas County Records Building. B. Complete composite property map, including
found easement lines as called for in deeds.. C. Prepare plat ofarea for Town ofAddison's consideration. D. Plat shall include iron pins found and set, metes and bounds description,
abstract number, deed information, ares calculation along with all adjoining streets and rights-of-way being called out. PART IV: DELIVERABLES Furuish the Town with hard copy mylar and
three black-line prints oftopography survey, contour map and plat. A. Furuish the Town with electronic copy ofdrawings under the following conditions: 1) The electronic files are compatible
with AutoCA,p Release 14, operating onan IBM compatible PC using Windows NT. 2) Engineer Engineer does not make any warranty as to the compatibility of these files beyond the specified
release ofthe above stated software. 3) Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not be held. liable
for Engineering Services Agreement (Slll/Ol) Pag.6o! 10 kl6//f()'IQ!Id~1<Vdf! ~ud~tm.drx: 
completeness or correctness of electronic media after an acceptance period of thirty days after delivery ofthese files. 4) The electronic files are instruments of our service. Where
there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases. 5) Both parties acknowledge mutual non-exclusive ownership
ofthe electronic files and each party may use, alter, modifY or delete the files without consequence to the other party. 6) All electronic files provided to the Owner will not contain
engineers seal, surveyor's seal, handwritten dates, or signatures. PART V: EXCLUSIONS A. Environmental impact statements and assessments. B. Fees for permits or advertising. C. Certification
that work is in accordance With plans and specifications. D. Environmental cleanup. E. Landscape architecture. F. Flood plain reclamation plans. G. Title searches. H.· Trench safety
designs.... I. Services in connection with condemnation hearings. J. Preliminary engineering report. El1gineering Services Agreement (5/1/101) Page 70/10 1:14161J1.addisM\t:irdr tlTf;t.ewuur
dU{~lJ.1"MmLJOI: 
EXHIBIT "B'~ COMPLETION SCHEDULE Weeks To Complete Field Surveys .......... ..................... ..... .................... ..... .................... ..... ................ ..... ..........
2 Topographic Maps .......................................................................................................... 1.5 Tree Survey........ ................... . . ...... ........
.................. ... .... ....................... 1 Deed Research ....... .............. .................... .... ............. ............. ......................... ...................
1 Contour Map ...... ..... .................... ..... .................... ..... .................... ...... ..................... ......... 1. Final Plat ....... ......... ....... ..................
....... .... ..................... ......................... ............... .......... 2 Engineering Services Agreement (5/11101) Pagt!8of 10 1:16161kd.f1sM'ride <VfJ4IIC1t:r durlnsncmOltdcc

EXlllBIT "C" COMPENSATION Undersigned will accomplish the work outlined in the tasks presented in Exhibit "A" of this Agreement. Payment for engineering services described in Exhibit
"A" shall be on a salary cost times a multiplier of2.4, survey crew at $120.00Ihour, and expense at invoice cost times a multiplier of 1.10. Actual time expended will be billed. The'following
is a smnrnary ofthe estimated charges: Field Surveys (Topographic & Contour, 30-hrs.) 4,560.00 Tree Survey (16-hrs.) ..................................................................................
............... 1,920.00 Topographic and Contour Maps (35-hrs.) ............................... ::............................... 3,300.00 Tree Survey Map (12-hrs.) ..................................
..................................................... 1,080.00 Deed Research (12-hrs.) ........................................................................................... 1,000.00
Final Plat (24-hrs.) .....,. ........ :..................................................................................... 2,280.00 CADD and Utility Research (8-hrs.) ..............................
........................ ;.................... 700.00 Reproduction ofMaps & Delivery (4-hrs.) ................................................................ 100.00 Electronic File
Transfer on Compact Disc ............................................................ 50.00 $14,990.00 The maximum overall fee established herein shall not be exceeded without written
authorization from the Town ofAddison, based on increased scope ofservices. Engineering Services Agreement (Hilmi) Page 9cf 10 1:161~ldrdelVD'..;n.>eIJ/.I itWogrwmml.tIoc 
EXHIBIT liD" INFORMATION TO BE PROVIDED BY TOWN 1) All of the Town's plat, easement and construction plan files will be made available for use. Town will provide copies as necessary
at no cost. 2) Access to all Town manholes and clean-outs, access to all Town right-of-way and easements. If manhole lids are bolted down the Engineer will contact the Town's Utility
Operation Department and schedule a time when they can meet with the Engineer and remove the manhole lid. 3) The Town's Utility Operations Department will do the excavation for locating
existing water and sewer for horizontal and vertical ties to existing water and' sewer. The Town's Street and Drainage Department will do the excavation for the existing storm drain
lines. The engineer will provide a preliminary plan sheet showing the locations where excavation is required and contact the Town to schedule a time when the woik can be done. Engineering
Services Agreement (5/lJlOl) Page lOaf 10 l:1616fAnJdl:Mtclrd~wtI~dI$1lagrumenLtI«: 
Arts and Events District Costs by Element Events Park Area Cu Itural Cntr., Pavilion, Restrooms Stage Undergrounding of Utilities Total for all Arts & Events elements Activity Estimated
Construction Cost $ 6,868,352.00 DeSign and Construction Fees $ 690,000.00 Total for Park $ 7,558,352.00 Estimated Project Cost $ 1,500,000.00 Design and Construction Fees $ 172,500.00
Total for Buildings $ 1,672,500.00 Estimated Construction Cost $ 1,000,000.00 Design and Construction Fees $ 172,500.00 Total for Stage $ 1,172,500.00 Estimated Construction Cost $ 3,000,000.00
Fees included in 3 mil. $ 13,403,352.00 Fees are assumed at 10% for the Events Park Area and the Cultural Centre, Pavilion. and Restrooms. Expenses are assumed at 15% offees. Fees are
assumed at 15% for the Stage. Expenses are assumed at 15% of fees. 
, Sasaki Associates, Inc, 64 Pleasant Street Watertown, MA 02472 CONSTRUCTION BUDGET ESTIMATE I Preliminary DeSign 9101 Addison Arts & Events District Town of Addison, Texas Prepared
By: JAR/DC September 25,20011 SAl 14268.00 Cheeked By: REP lAW Description Quantlty Unit UnIt Price Cost Comments /I?Sj 5"2. 0 ~ SKe Demolition R&D Building 'l"'jI'ilfl 80640 CF $ 2.00
$ ~Includes Found.,lOn -1 SIOf)' tall and olher 2 ,lory lall 8,()DO LAS ,4 R&D Asphalt Pavement 2,450 SY $ 7.00 $ 17,150 ull Depth Removal R&D Gravel Pavement 933 SY $ 1.00 $ 933 Sawcwt
Pavement 900 LF $ 4.47 $ 4,023 9~1I2~ tolal, woatll'lg 10 bass course R&D Water Valve, Lines and Hydrants 1 LS $ 1,000.00 $ 1,000 R&D Dr.inlSewer Line ? 1 LS $ 5000.00 $ s,eee "2.,5(/0
R&D DralnlSanijary Manhole 1 LS $ 5,000.00 $ ..$,OOe: ;i..r;"""(J{) .f!!I!J'encing 1 LS $ 2000.00 $ -2,000 v/if:. t?0t{ CP,..VE"Jf!$A"f1"'''''') -, ) ((J. ....... EarthworX It. tV Excavation
12,500 CY $ ="-'t~"-.!>7J'l1""rri';S:":""-14&'I5&=", Fin&Gradin 58,000 SY $; 0.55 $ 31,900 !neIUdesmatetlal, haulln9. andcompacllon V .. Subtotal: $ ~ ( G'I) r}f/) ~---~-Pagel of 4 
Description Quantity Unit Unit Price Cost Comments T11.-'1'/,fA,[) -vF Drainage System Drain Manhole Catch Basins 12" Dia. RCP IS" Dia. RCP 2. 7, to. tLJ 13 EA $ .;!;!iCC 00. $ Installed
In Plece(lncludes EXCBV. & Backfill) Z. YJ Y «..J 12 EA $ J,ggg.ga. 1$8&0 24000 Installed In Place(lncludes Excav. & Backfill :u.6tlV 770 LF $.~.3-$ ~ 7-S" ,4-/0 1,000 LF $4-.>_ $ 59;900"
'f-Si 0 t1D Subtotal: $ W;e6O" '2-1 ;'110 I/Fvf I/FvF VF vF Utility Systems 12" DICL Water Line Gas LinesNaives 1,500 1,400 LF LF $ $ 30.00 $ $ ~ 42,000 Installed In Place(lncludes Excav.,
Backfill & Bedding) 7.sJ 0 t1D Inslalled In Place{lncludes Excav., Backfill & Bedding) Sanitary Sewer Line 1,000 LF $ 30 3&.eO $ ..Ji;ee!I Installed In Place{lncludee Excav.. Backfill
& Bedding) 3 ()J 0 to Sanitary Sewer Manhole 5 EA $ 2,000.00 '$ 10,000 Installed In Place(lncludas Excav. & Backfill) Eleclrical Duct Bank 1,700 LF $ 100.00 $ 170,000 Custom Pedestrian
Lighting 15 EA $ 4,000.00 $ 60,000 Installed In Place (InclUdes Excav. & Foundation) Street Lighting 15 EA $ 3,500.00 $ 52,500 Installed In Place (Includes Excav. & FoundaUon) Pedestrian
Lighting 45 EA $ 3,000.00 $ 135,000 Decorative Lighting 1 LS $100,000.00 $ 100,000 Allowance for addillonal path/garden IIghtrng Telecommunications 1,400 LF $ 100.00 $ 140,000 Disinfections
1 LS $ 1,000.00 '$ 1,000 Hydrant 8 EA $ 1,500.00 '1 12,000 4-1/2" valve, 5' deep, I:!lace al eve!1300 ft rna>:. apart along roadWa~ Subtotal: $ ~8),7) SfiV ............ ,....... "'"
.. 4" Solid Lane Line 2,000 LF $ 0.30 $ 600 4" Paint Llna Stop Bars 60 SF $ 1.00 $ 60 12" Wldlh Handicap Symbol 20 EA $ 51.00 $ 1,020 ParkinQ Stalis 200 EA $ 8.00 $ 1,600 cross Walks
1,350ISFI$ 1001~Jt2"Wldth ~ ______-------~.-__'~' =:7 TO TH'; POI,vT: <J~(fi("",fL B77"",,"'TF.' 11/) 91)~6{'1//; 2(;.2.} 4-3£'I!f' 14>£ P €S 11 "VtTE' : [:Tl4L fle7)IA:.T7<>IV./I 239.)13
0 ) ~~ 712 'lIp/Page 2 of 4 
D••crlptlon Quantity Unit Unit Price Cost Comments .GiMli:t ....lUlilOJ nGUli1 III I W"DIHlI' 'IV ~I .... IVV.Vlol "" I I ....UV 1'\'11'11 ~ 1<> 4""1.'¥"" lau". VII ""UlfI.<. ......."".
III 11II1U, "''''II.iI ... ''.,. 1<:111 ...",a,,* .. ., ..."" sol1a ........11"'1.,...1,.1.... 0..;......... 1::<)1:1; C'C' ~ '2n nn C' ~ I: (JAn Kiosk Structure LS I $ 35,000,00 I $
35,000 IAliowanc, Subtotal: $ 35,000 Trellis Columns Trellis lights and Water 48 1 1 EA LS LS $ 7,500.00 $343,000,00 $ 10,000,00 $ $ $ 350,000 343000 10,000 Concrete wi footing, stone
W:ing, s~cialconsL due to' soils Sleel s(rueture wi painted flnlah Allowance subtotal: $ 713,000 Fountains Water Garden Fountain Melal Rallino /!!l Waler Garden 1 250 LS LF $504000,00
$ 100,00 $ It 504,000 25000 Includes eI'Il~nnal and wall structul'e$ end flnlshss:,pfplng, 1Ightf1'1Q, etc. Custom DesIgn WaterJLillhl Cotumns ~_ountain .------3 --1 EA LS $ 4,000,00
$300,000,00 $ $ 12,000 300,000 Prm:ast cone, cors wl1oot~g,9IasB b!ockJplumbln~'& fiber optic 1!9.~Ul1g In.9lt!~I!IG: struCIU!'!,_plplng. IIg~JDg,ete.. Subtotal: $ 841,000 Page 3 of4

Description Quantity Unit Unit Price Cost Comments Cost Summary sn. Preparallon Subtotal: $ 142800 sn. Demolition Subta"'l: $ 196,366 Earthwork Subtotal: $ 150,650 Drainage System Subtotal:
$ 137,300 Utility System. Subtotal: $ 870,000 Pavement Marking. Subtotal: $ 4,630 sne Imorovemenl. Subtotal: $ 1476661 Kiosk Subtotal: $ 35000 Trelli. Structure Subtolal: $ 713,000 Founlalns
Subtotal: $ 841,000 PlanllngSchedule Subtotal: $ 1,156,400 Subtotal $ 5,723,627 Design Contingency 5% $ 286,181 Constructlon Contingency 15% $ 856,544 TOTAL $ 6,866,352 Page 4 of4 
Sasaki Associates, Inc. 64 Pleasant Street Watertown, MA 0247:2 CONSTRUCTION BUDGET ESTIMATE 1Preliminary Design 9/01 Addison Arts & Events District Town of Addison, Te",s Prepared By:
JARIDC September 25, 20011 SAt 14268,00 Checked By: REP/AW Description Quantity Unit Unit Price Cost Comments Site Demolition R&D Building R&D Asphalt Pavement R&D Gravel Pavement SaWC"t
Pavement R&D Water Valve, Lines and Hydrants R&D Drain/Sewer Line? R&D Drain/Sanitary Manhole R&R Fencing 80640 CF $ 2450 SY $ 933 SY $ 900 LF $ 1 LS $ 1 LS $ 1 LS $ 1 LS $ 2,00 $ 7,00
$ 1,00 $ 4.47 $ 1000,00 $ 5,000,00 $ 5,000,00 $ 2,000,00 $ 161,280 Includes Foundation ~ 1 StOfV 1all and other 2 stOry tall 17,150 Full DeDth Removal 933 4,023 8·1/2" total, wearing
to base course 1,000 5,000 5000 2,000 Subtotal: $ 196,396 Earthwork Excavation I 12,SOO I CY 1$ 9,50 I $ 118,750 I Fine Grading I 58,000 I SY I $ 0,581 $ 31,900 Iineludes material, haullng.
arKI eompacllcn Sublotal: $ 150,850 PREl'~AI~'ARY Page 1 of 4 
DescrIption Quantity UnR UnR PrIce Cost Comments: Drainage System Drain Manhole 13 EA $ 2500.00 $ 32,500 Installed In Placa(lncludes Exeav, & 88(lkflll Catch Ba.ins 12 EA $ 2,000.00
$ 24,000 Installed In PJace(lnc[udes exeav, & Btulkfill 12" Di•. RCP 770 IF $ 40.00 $ 30,800 1_5"-')1•. RCP 1,000 If $ 50.00 $ 50,000 --------Subtotal: $ 131,300 Utilitv Systems 12"
DICL Water Line Gas LlnesNalves Sanltsrv Sewer Line S.nltsrv Sewer Manhole Electrical Duct Bank Custom Ped.strlan Lighting Street Lighting Pedestrian Lighting Decorotl'" Lighting Telecommunications
Disinfections H\'llr.nt Po",ment Markings 4" Solid Lane Line Stop Bars Handicap Symbol Parking Stalls Cross Walks 1,500 LF $ 75.00 $ 1,400 IF $ 30,00 $ 1,000 LF $ 35.00 $ 5 EA $ 2,000.00
$ 1700 LF $ 100.00 $ 15 EA $ 4,000.00 $ 15 EA $ 3,500.00 $ 45 EA $ 3,000.00 $ 1 LS $100 000.00 $ 1.400 LF $ 100.00 $ 1 LS $ 1,000.00 $ 8 EA $ 1,500.00 $ Subtotal: $ 2,000 LF $ 0,30 $
60 SF $ 1,00 $ 20 EA $ 51.00 $ 200 EA $ 8.00 $ 1,350 SF $ 1,00 $ 112,500 Installed In Ple:ce(lneludes ~V" Bacldlll & SedaJng) 42,000 h'islailed In Pla~(lnc!ude$ Excav" BackflU & Seddlng)
35 000 Inslalled In Place{lneludes Exe&v" Backfill & Seddlng) 10000 Instaned In Place(lncludes El«:QV, & Backfill 110000 60000 Installed In Place {Includes E»::8V. & Foundallon 52,500
Installed In Place {Includes Exesv. & Foundallon 135,000 100,000 Allowance for additional path/garden lighting 140,000 1,000 12,000 4~1J2" velve, 5' deep, plae& at every 300 fI max.
apart atong roadway 870,000 600 4" Paint Line 60 12" Width 1,020 1600 JJ~ 12~ Wldlh Subtotal: $ 4,630 Page 2 of 4 
Description Quantity Unit Unit Price Cost Comments Site Imorovements EXIlosed ADorell.1e Pollino 61,200 SF $ 7,50 $ 459,000 S" thick wI 6" gravel base Wearina Course Asphon Pavement
5,100 SY $ 5,50 $ 28,050 Inerudes malerlal, hauling, and tompaetlon (1~1I2"i Binder Cour.e Asphalt Pavement 5,100 SY $ 10,80 $ 55,080 Includes malerlal. hauling, and compaction (2·1I2"j
Gravel Borrow 1,700 CY $ 24.50 $ 41,650 12" Under Road and Parking, icl1.1des special base due to soil: CIP Concrete Curb (Streioht and Curve R< 2,737 LF $ 6.50 $ 17,791 Integral curb
and gwtt6t Brick Pallino 36,000 SF $ 18,00 $ 648,000 On concrete slab WI bitumInous bedding, specIAl base Que 10 soBs Texas Stone Pavers 5120 SF $ 19,50 $ 99,840 On gravel base wf slone
dust sstllng bea Texas Stone St..,. 5 EA $ 5,500.00 $ 27,500 Includes CIP cone, hue wI sandstone: treeds Texas Stone Curbs 1,754 SF $ 40,00 $ 70,160 Sandstone 6" thiCk, 16~ wide Texas
Stone Relelnina Walls 115 LF $ 100.00 $ 11,500 Average 18" aboVEl grade. on cone, base, dry laid. Includes speelsl C01lSt. dve t( $01150 Metal Oecklng Bridge 528 SF $ 30.00 $ 15,840
Handrails @Steps 3 EA $ 750.00 $ 2250 Subtotal: $ 1,476,661 Kiosk Structure Ls I $ 35,000.00 I$ 35,000 IAliowanc. Subtotal: $ 35,000 Trl!lIis Columns Trl!lIis Lights and Walar 48 1 1
EA LS LS $ 7,500.00 $343,000.00 $ 10,000.00 $ $ $ 360,000 343,000 10,000 Concrete wI fooung, stone faCing, speclal consl ~ue to &011$ Steel structure wI painted finish Allowance Subtotal:
$ 713,000 Page 3 of 4 
Description Quantity Unit Unit Price Co.t Comments IPlanllng: Canopy Shade Trees in Lawn 226 EA $ 400.00 $ 90,400 Avora,o~' 001. ,m,,",d ,'ze. SlreeUG.rden Court Trees 220 EA $ 750.00
$ 165000 3·,;1112" ,,'. Water Garden Trees 72 EA $ 500.00 $ 36000 2112"-3 "'" I 01 Tree. 160 EA $ 400.00 $ 64,000 S'"O' 26,000 SF $ 7.50 $ 195,000 'ncluds. p'on' b,d I Lawn I 290,000IsLLL_
1.00 I $ 290,00QJ~ IlnigaUon I 316,000 I SF I $ 1.00 I 5316,000 IAII ~wn and p~nt b,d Ore" " Coat Summary Site Preparation Subtotal: $ 142600 Sile Demolition Subtotal: $ 196386 Earthwork
Subtotal: $ 150650 Oraln""e SYStem Subtotal: $ 137,300 Ulilltv SYStem. Subtotal: $ 870000 Po..."ent Marltin., Subtotal: $ 4630 Site Imcrovements Subtotal: $ 1,476661 Kiosk Subtotal:
$ 35.000 Trellis StrucWre Subtotal: $ 713.000 Fountains Subtotal: $ 841.000 Plantino Schedule Subtotal: $ 1.156.400 Subtotal $ 5.723.627 Design Conlingency 5% $ 286.181 Construction
Contingency 15% $ 858.544 TOTAL $ 6.868.352 Paye4 014 
Steve Chutchian To: clbaker@sasakLcom Cc: Michael Murphy; Carmen Moran Subject: Addison Rd. & Arts & Events District Traffic island Cathy -We received your drawing ofthe revised improvements
on Addison Rd., at the Arts & Events District, and prepared the following response to your attached questions. 1. At this time, there are no outstanding setback, view corridor, or other
issues that we are aware of. 2. The general requirements for tapering consist of minimum 150 ft. radii and 60 ft. tangent length. S. Regarding the minimum stacking distance for left
turn lanes, the stacking distance can be reduced to 80 ft., or approximately four vehicles in each direction. This revision is based on the understanding that the receiving street within
the Arts & Events District site will be closed during Special Events and the left-turn lane is rendered non-functional. Should the receiving street remain open by the Town of Addison
during Special Events, it is recommended that the stacking distance be extended to 120 ft. Should you have any questions, please feel free to contact me. Thanks. Steve Chutchian Assistant
City Engineer 1 
Steve Chutchian To: Carmen Moran Subject: RE: Sasaki streetscape plans Carmen -I am going to check that out this afternoon and I will e-mail you and forward it on to Sasaki also. ---Original
Message-From: carmen Moran Sent: ll1ursday, August 30, 20011:40 PM To: Steve Chutthlan Subjed:: RE: Sasaki streetscape plans steve, There are not setback, view corridor, or other issues
I can think of. On the other questions, can we shorten the stacking distance? ---Original Message---From: Steve O1utthlan Sent: llltJrsday, August 30, 2001 1:28 PM To: carmen Moran SUbject:
RE: Sasaki streetscape plans Carmen -I got my own set. I was going to cali you this afternoon and ask you about the question regarding setback, view corridor, etc. requirements. I can
answer the other two questions. steve c. --Original Message-From: carmen Moran Sent: ll1ursday, August 30, 2001 1:26 PM To: Steve Chutthian Subject: Sasaki streetscape plans steve, Did
you get some plans and a memo from Sasaki? I got a set and I don't know if they are for you or if you got your own set. Carmen 1 
({) memorandum date August 29,2001 to Steven Z. Chutchian, P.E. Town of Addison « C. Moron, R. Whitehead, S. Strickland, A. Word, B. Poulos, D. Clough from Cathy Baker projed name Addison
Arts & Events District project no. 14268.00 • subject Addison Road at Arts & Events District SASAKI Steve -Sasaki Associate$ Inc. 64 Plea,ant Street Based on meetings this week in Boston
wilh Carmen Moron, Ron Whitehead and Slade Watertown Massachusetts Strickland, Sasaki has revised the plan for Addison Rood at the Arts & Events District. 02472 USA We feel that a traffic
island atlhe district would help slow traffic, belter announce the t 6179263300 entrance to the district from Addison Rood, and also facilitate on easier crossing for pedestrians to
a future museum or terminal on the airport side. The enclosed drawing shows f 617924 2748 the modifications at 50 scale. Dimensions are shown. Could you please answer the following questions;
tr-( , ~hatis the minimum slacking distance for leflturns? We've shown 100' before('!p tapering, but the less stocking distance, the more room for planting. ? • What are the state requirements
for tapering? • Are there setback. view corridor, or other potential conAict issues? We've token the 10' for the island from the airport (west) side of the rood since there's no business
or sidewalks. The east side of the street would nol change from the previous plan. Please respond with comments. Thanks, Cathy fn\docurnen!3 
® transmittal to Town of Addison date August 29, 2001 16801 Westgrove Drive p, 0, Box 9010 project name Addison Rood Streetscope Addison, TX 75001·9010 \ project no. 14268,00 aHn Steven
Z, Chutchion, P,E, from Cathy Boker we Qfe sending you via I8l overnight courier 0 courier Du.s mail o olher SASAKI Sasaki Associates Inc. 64 Pleasant Street Watertown MossochuseHs 02472
USA t 617926 3300 f6179242748 description quantity doled Moster Pion Memo 1 1 8/29/01 8/29/01 these are transmiHed I8l for your information o please return materials D for review and
comment D borrowed malaria Is returned o as requested o for approval o other .cb\9;\ 14268.OO\odmin'trons\t-chufch2 .doc signed 4a;~1/7..... copy to C. Moron w/enclosure, Word/Poolos,
Clough, Boker, File 
1/S7C' t:.. F· ,4pP/.JoA.-eo. (12K! -b /'!O/2J2'a 12d) &S«? IX 4'f-1ods/,,-,r, -~ .#1.;SS2.../S'&.> 1/S/~2 <PD .II 3.) 12.5) ? dZ') 
Steve Chutchian From: Steve Chutchian Sent: Wednesday, May 16, 2001 2:39 PM To: Michael Murphy Cc: Jim Pierce Subject: Undergrounding of Utilities The cost of undergrounding of utilities
in relation to the proposed Arts & Events District site was evaluated. The estimate includes the portion of Addison Rd., from Arapaho Rd. to Airport Pkwy, and overhead lines on Clara
and Julian. In order to obtain a basis for estimating the cost, 1999 estimates for undergrounding utilities along Addison Rd., from Belt Line Rd. to Keller Springs Rd., were utilized
and increased to reflect oontigenoies and inflation. The estimated cost for Addison Rd. is as follows: a. TXU $4,100,000 b. TCI Cable 260,000 o. S.W. Bell 340,000 d. Service Transfers
300.000 Sub-Total $5,000,000 Contingencies &Inflation(25%) 1.125.000 Total $6,125,000 , The above cost was utilized in determining a unit price per foot of $1,035/1f along Addison Rd.,
from Belt Line Rd. to Keller Springs Rd. The estimated cost of undergrounding utilities in relation to the Arts &Events site is as follows: a. Addison Rd., (Arapaho to Airport Pkwy)
$3,519,000 b. On-site (Julian & Clara) 1,573.200 Total Cost $5,092,200 1 
:JI-"0/e.v ( ,4P!iI.O~ G/,.;"'G'e.--j 6~..4v<c.,) C(Alk ( /"P/),,---*' -YLt;,...,..J A-fJfrF '\/( AeI'r;P/'",(..,6 .-I" /t·te .&KT ,Pi::"-y). TXl/~tCtl/a<J 4; ! t7iJ.; ao TeI 2..tt;;av
2.GgC'W S"-/;"" 3CfD.J?<:& 3'1~OU) ~"'j!-() ()/00'0 tf.; 7() 0 DOO jo(r?4~ {lZ4"", F ~ 3t01. ao 5j(Ji/J'./no 'IfIv 1 \ v"""" liJ-v j, (...2:#/v _ !jzy;; I/W (A1-'I t <J r;1 ;y' 1"''1'''5qZvb/2.9:/!?-
d 1'1-/
® transmittal ~r xb V SASAKI Sasaki A$socioles Inc. 64 Pleasant Street Watertown MassachuseHs 02472 USA .16179263300 f 6179242748 to Town of Addison dale July 5, 2001 Parks & Recreation
Landscape Development proiect name Special Events Park 16801 Westgrove Drive Addison, Texas 75001 proiect no•. 14268.00 attn Slade Strickland from Robert Poulos we are sending you via
181 overnight courier D courier D us moil D other description quantity doted Streetscape Plan & X Sections for Review & Comment 3 7/05/01 . '0-these are transmiHed o for your information
D please return materials [81 for review and comment D borrowed materials returned D 7uested D for approval D ather Please distribute enclosed copies to James Pierce and Steve Chulchian
for review & comment. Please have written comments back to this office by July 11, 2001. 'I'\g:\ t426B.OO\odmin\tro","-,,070501.doc W . ~ vfo1~~(flIt ~ Signed~2~~--------=Z£-----=~~,,___~
copy to Carmen Moron, Alan Word, David Clough 
® transmittal • SASAKI Sasaki Associates Inc. 64 Pleasent Street Watertown Massachusetts 02472 USA t 6179263300 f 6179242748 to Town of Addison date July 5, 2001 Parks & Recreation landscape
Development proiect name Special Events Pork 16801 Westgrove Drive Addison, Texas 75001 proiect no. 14268.00 attn fromSlade Strickland Robert Poulos we are sending you via I8l overnight
courier D courier D us moil o other quantitydescription doted Streetscape Plan & X Sections for Review & Comment 3 7/05/01 these are transmiHeci o for your information o please return
mcteriels I8l for review end comment o borrowed materials returned 0 as requested 0 7rovol 0 other Please distribute enclosed copies to James Pierce and Steve Chutchian for review &
comment. Please have written comments bock to this office by July 11, 2001. rp\g: \ 14268.00\odmin\trons\J.ss070S01.doc Signed----'-l.....2=-=~~Z£-=~~<____ copy fa Cormen tv\orcn, Alen
Word, David Clough 
I Engineering ! • P.O. Box 9010 S001·9010 4S0-2871 • Fax: (972)4S0-2837 DATE JOB NO, ATTENTION RE: I: SENDING YOU ~hed D Under separate cover via ______the following items: awings D
Prints D Plans D Samples D SpecificationsD_________________________letter D Change order lATE NO. rRANSMITTED as checked below: oval D Approved as submitted D Resubmit ____ copies for
approval use D Approved as noted D Submit copies lor distribution 'sled D Returned for corrections D Return corrected prints ,wand comment D _________________________ ________________
19,____ D PRINTS RETURNED AFTER LOAN TO US If enclosures are not as noled, please oli ,', . " . ,'--, .. .., .. '" 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. The Town of Addison entered into an agreement with Shimek, Jacobs & Finklea, L.L.P., to provide engineering services for the following projects:
• Marsh Lane Water Line • Special Events District • Broadway Paving & Drainage • Townhall Waterfall • TNRCCWaiver • Addison Road/Bent Tree Plaza Pkwy. • Easement Park • Addison Road
Paving & Drainage • Surveyor Ground Storage Reservoir Shimek, Jacobs & Finklea, L.L.P. changed its name to Birkhoff, Hendricks & Conway, L.L.P. on May 28, 2001, and changed its address
to 7502 Greenville Ave., Suite 220, Dallas, Texas 75231. We hereby request that the existing contracts for Engineering Services for the above referenced projects be transferred to Birkhoff,
Hendricks & Conway, L.L.P. Ifthis request is agreeable to the Town of Addison, please have one copy ofthis Letter Amendment executed for the Town ofAddison and returned to this office.
Sincerely yours, Vo>i?Iv&O# John W. Birkhoff, P.E, CONSULTING ENGINEERS 7502 Greenville Ave., #220 220 Dallas, Texas 75231 JOHN w. BIRKHOFF. P,E, RONALD V. CONWAY, P.E. GARY C. HENDRICKS.
P.E. JOE 1<. CARTER, p.a PAUl. A. CARLlNE, P.E. MATIHlCK£Y. P.E. ROSS l.lACOBS.P.£. t. C. FrNKLEA, PJi Mr. James C. Pierce, Jr., P.E., DEE City Engineer Town of Addison Post' Office
Box 9010 Addison, Texas 75001·9010 Re: Amendment to Contracts for Engineering Services Dear Mr. Pierce: Fax (214)361.0204 Phone (214) 361·7900 June 14,2001 Dat"",'.-L-_-'b_=-:l..;..9__.e)-!..I_______

AGENDA FOR ARTS AND EVENTS DISTRICT SECOND WORK SESSION WITH SASAKI ASSOCIATES JUNE 13 -14,2001 Alan Ward, Dave Clough, and Bob Poulos from Sasaki Associates will be here on June 13th
and 14th for our second set ofwork sessions. We want to use everyone's time efficiently; therefore, you only need to attend the meetings for which you are listed. WEDNESDAY, JUNE 13,2001
Place: Stone Cottage on tbe grounds oftbe Conference and Theatre Centre 8:30 a.m. -12:00 a.m. (Continental Breakfast provided) Progress report from Sasaki on work completed to this point
on the Arts and Events district, discussion of: proposed artists for the portals, proposed building for Visitor Services staB; Ron's meeting with Mr. Cavanaugh, trip to Charleston and
information gained there that is relevant to our site. Attendees: Ron Whitehead, Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian,
Carmen Moran, Sasaki Group Lunch -on your own 1:30 a.m. -5:00 p.m. Continuation ofmoming discussion (mayor may not be necessary). Attendees: Ron Whitehead, Lea Dunn, Chris Terry, Bob
Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group THURSDAY, JUNE 14,2001 Place: Stone Cottage, on the grounds of the Conference
and Theatre Centre 8:30 a.m. -12:00 a.m. (Continental Breakfast provided in the Stone Cottage) Meeting with Shimek, Jacobs, and Finklea and city engineering staifto review design documents
for the Addison Road widening and streetscape. Attendees: Mike Murphy and/or Jim Pierce, Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group, John Birkoff ofShimek 
Work Session on Arts and Events District Page 2 June 13-14,2001 12:00 -2:00 p.m. Lunch at Antonio'$ Ristorante with Gary Cunningham of Cunningham Architects and TI1Il Johnson ofWJHW
Architects and an after-lunch discussion in the Stone Cottage Attendees: Ron Whitehead, Carmen Moran, Gary Cunningham, Jim Johnson, Sasaki Group 2:00 p.m. -3:30 p.m. Meeting with Paris
Rutherford and Erich Dohrer ofRTKL to discuss floor plates and building sires for the parcels south ofClara Street Attendees: Carmen Moran, Steve Chutcbian, Paris Rutherford, Erich Dohrer,
Sasaki Group 3:30 p.m. -4:30 p.m. Meeting with Steve Laughlin ofTXU to discuss availability electricity and gas, and other utilities, including the permitting process for connections.
Attendees: Steve Laughlin (TXU), Steve Chutcbian, Carmen Moran, Sasaki Group 
Steve Chutchian From: Steve Chutchian Sent: Monday, May 21,2001 3:00 PM To: 'davidm@huiH-zollars.com' Cc: Jim Pierce; luke Jalbert; Michael Murphy; Carmen Moran Subject: Morris Rd. Engineering
Drawings David -The Town of Addison has engaged the services of Sasaki Associates, Inc., in Watertown, Mass., to design the proposed Arts & Events District facilities. The proposed Moms
Rd. Extension project is within the limits of the site. In order to assist their efforts in laying out the site, they have requested a digital copy of the engineering drawings for Morris
Rd. Can you send this information to Sasaki at the following address: dclough@sasakl.com Your assistance is greatly appreciated. If you have any questions, please let me know. Thanks.
Steve Chutchlan \ \ \ 1 \ \ 
Steve Chutchian From: Carmen Moran Sent: Friday, May 18, 2001 3:55 PM To: Steve Chutchian Subject: digital copy of Morris Road drawings Steve, Is it possible to get a digital copy of
the engineering drawings for Morris Road from Huitt-Zollars? The Sasaki guys need it. If you can, could we send a copy to dclough@sasaki.com let me know. CM 1 
ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made and entered into by and between the Town of Addison, Texas, hereinafter referred to as "Town", and Shimek, Jacobs & Finklea, L.L.P.,
hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WITNESSETH: WHEREAS, the Town desires to engage the services of the Engineer to complete
field surveys and plot topographic maps for design to be completed by Sasaki Associates, Inc., on the Addison Circle Arts and Events District, located in the Town of Addison, Dallas
County, Texas, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering services for the Town under the terms and conditions provided herein.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties hereto
agree as follows: 1. Employment of the Engineer The Town hereby agrees to retain the Engineer to perform professional engineering services in connection with the Project; Engineer agrees
to perform such services in accordance with the terms and conditions of this Agreement. II. Scope of Services The parties agree that Engineer shall perform such services as are set forth
and described in Exhibit "A", which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the form of written
changes may be authorized from time to time by the Town. III. Schedule ofWork The Engineer agrees to commence services immediately upon execution of this Agreement, and to proceed diligently
with said service to completion as described in the Completion Schedule attached hereto as Exhibit "B" and thereby made a part ofthis Agreement. Engineering Services Agreement (5/11/01)
Page 1 of 10 1,\616QlawlJo1l\Circ/t tll'U-evcou dUI1<lfrCltrtlml.uoc 
IV. Compensation and Method of Payment The parties agree that Engineer shall be compensated for all services provided pursuant to this Agreement in the amount and manner described and
set forth in the Payment Schedule attached hereto as Exhibit "C" and thereby made a part ofthis Agreement. Engineer further agrees that it will prepare and present such monthly progress
reports and itemized statements as are described in said Exhibit "C". Town agrees to pay invoices within 30 days ofreceipt. V. Information to be Provided by the Town The Town agrees
to furnish, if available, prior to commencement of services, all that information set forth and described on Exhibit "D", which is attached hereto and thereby made a part of this Agreement.
VI. Insurance Engineer agrees to procure and maintain for the dll11\tion of the contract Professional Liability Insursnce ($1,000,000.00), Worker's Compensation (statutory limit), General
Liability ($500,000 per occurrence, $1,000,000 aggregate) and Automobile Insurance ($500,000 500,000 combined single limit per accident). VII. Assignment and Subletting The Engineer
agrees that neither this Agreement nor the services to be performed hereunder will be assigned or sublet without the prior written consent of the Town. The Engineer further agrees that
the assignment or subletting of any portion or feature of the work or materials required in the performance of this Agreement shall not relieve the Engineer from its full obligations
to the Town as provided by this Agreement. VIn. Audits and Records The Engineer agrees that at any time during normal business hours and as often as Town may deem necessary, Engineer
shaH make available to representatives of the Town for examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of the
Town to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment
and other data relating to all matters covered by this Agreement, all for a period ofone year from the date of final settlement of this Agreement or for such other or longer period,
if any, as may be required by applicable statute or other lawful requirement. Engineering Services Agreement (5/IJ/()/) Page 2 oJ 10 h\616(}Io"dJson\::;m:f~aJ1N!'IIm1tr dillwgret!1flentdtx:

IX. Contract Termination The parties agree that Town or the Engineer shall have the right to terminate this Agreement without cause upon thirty (30) days written notice to the other.
In the event of such termination without cause, Engineer shall deliver to Town all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports photographs
or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of Town in accordance
with the provisions of this Agreement prior to termination. X. Engineer's Opinion of Cost The parties recognize and agree that any and all opinions of cost prepared by Engineer in connection
with the Project represent the best judgment of Engineer as a design professional familiar with the construction industry, but that the Engineer does not guarantee that any bids solicited
or received in connection with the Project will not vary from the opinion by the Engineer. XI. Ownership of Documents Original drawings, specifications and reports are the property of
the Engineer; however, the Project is the property of the Town. Town shall be furnished with such reproductions of drawings, specifications and reports. Upon completion of the services
or any earlier termination of this Agreement under Article IX, Engineer will revise drawings to reflect changes made during construction as reported by the Town and contractor, and he
will furnish the Town with one (1) complete set of reproducible and one black-line set of record prints. Additional prints shall be furnished at cost, as an additional service, at any
other time requested by Town. XII. Complete Contract This Agreement, including the exhibits hereto numbered "A" through "D" constitutes the entire agreement by and between the parties
regarding the subject matter hereof. XIII. Maillug of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to Town permitted or required
under this Agreement shall be addressed to Town at the following address: Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Town ofAddison Post Office Box 90 I 0 Addison, Texas 75001-9010
Engineering Services Agreement (5///101) Page3 oj 10 l:j61W.mHI~\drcJl!ar/s..qvtnU r!Ml'.ognltlff/IIJI.JQC 
Town agrees that all notices or communications to Engineer pennitted or required under this Agreement shall be addressed to Engineer at the following address: John W. Birkhoff, P.E.
Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or
the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIV. Contract Amendments This Agreement may
be amended only by the mutual agreement of the parties expressed in writing. xv. Effective Date This Agreement shall be effective from and after execution by both parties hereto. WITNESS
OUR HANDS AND SEALS on the date indicated below. TOWN OF ADDISON, TEXAS ATTEST: By: Date: SHIMEK. JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS: By: (lRu&?W",,--70hnW. Birkhoff, P:t,jr~
Date: Engineering Services Agreement (5/11/0/) Page 4 of 10 HSJ60ItlddiJ(!n\cirrle artN'I'''tnU disf\Qgrecm<nuJoc 
EXHIBIT "A" ENGINEERING SERVICES The Engineering Services to be provided under this Agreement shall include the following: PART I: mELD SURVEYS: A. Recapture past topographic surveys
in the Addison Circle Arts & Events District Area if they are present in electronic fonn and prepare a composite drawing of those surveys.. B. Extend existing topographic surveys to
include <U1 area bordered on the west by Addison Road, on the north by Addison Circle Drive, on the east by Quorum Drive and on the south by DART Rail Tracks. C. Surveys shall be tied
to the Town of Addison Benchmark system. The surveys will include its own project coordinate system. Ground shots will be to the nearest 0.1foot with pavement shots to the nearest O.Ol-foot.
D. Elevation shots will be taken generally on a 25 to 50-foot grid to establish contour map having a contour interval of one foot. E. The topographic surveys will extend beyond Addison
Circle Drive and Quorum Drive to include the face ofexisting buildings. PART II: DRAWING A. The electronic field notes will be reduced and plotted. No CADD standards will be utilized.
Text height shall be OJ-inch. B. Sheet size shall be 30" x 42" with \I,-inch borders and 1 v..-inch binding edge. C. Scale of drawing shall be I-inch = 20-feet. Engineering Services
Agreement (S/11/01) PageS of 10 f:161Q(J1QddiJon'.t:irclct 1U'tf-tw1ftS JUllnft11UY111t1.tioc 
D. North arrow shall be to the top ofpage. E. Sheet shall include bar scale, benchmark and legend. F. Prepare contour map ofarea with a contour internal of 1.0-foo1. G. Prepare Tree
Survey of site, minimum tree caliber 4-inches called out in English terms. PART ill: PLATS A. Complete deed research at Dallas County Records Building. B. Complete composite property
map, including found easement lines as called for in deeds .. C. Prepare plat ofarea for Town ofAddison's consideration. D. Plat shall include iron pins found and set, metes and bounds
description, abstract number, deedinfonnation, area calculation along with all adjoining streets and rights-of-way being called out. PARTIV:DELfVERABLES Furnish the Town with hard copy mylar and three black-line prints
oftopography survey, contour map and plat. A. Furnish the Town with electronic copy ofdrawings under the following conditions: 1) The electronic files are compatible with AutoCAD Release
14, operating on an IBM compatible PC using Windows NT. 2) Engineer does not make any warranty as to the compatibility of these files beyond the specified release ofthe above stated
software. 3) Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not be held liable for Engineering Services Agreement
(5111101) Page 6 of 10 h16J4f1\(likJiJo"\cU'df:grtt.(wm:tIii.1~I:ludf)C 
completeness or correctness of electronic media after an acceptance period of thirty days after delivery ofthese files. 4) The electronic files are instruments of our service. Where
there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases. 5) Both parties acknowledge mutual non-exclusive ownership
ofthe electronic files and each party may use, alter, modify or delete the files without consequence to the other party. 6) All electronic files provided to the Owner will not contain
engineers seal, surveyor's seal, handwritten dates, or signatures. PART V: EXCLUSIONS A. Environmental impact statements and assessments. B. Fees for permits or advertising. C. Certification
that work is in accordance with plans and specifications. D. Environmental cleanup. E. Landscape architecture. F. Flood plain reclamation plans. G. Title searches. H. Trench safety designs.
I. Services in connection with condenmation hearings. J. Preliminary engineering report. Engineering Services Agreement (5111101) Page 70f 10 t;151~0I4d4itan\clJ'CI" nrlN!'''~111$ Jln'4~eJlt.doc

EXHIBIT "B" COMPLETION SCHEDULE Task Weeks To Complete Field Surveys ....... ................... ....................... ..................... ..... ..... ..... ........... ..........
........... 2 Tree Survey ..............................................................., ...... , ..... . .. . .. .. .. ..... I Deed Research .............. ........................................
..................................... ................... ..... 1 Topographic Maps ..........................................................................................................
1.5 Contour Map ..... ..... ...... ..... ......... ......... .... ................ ...... ..... ............. ......... ..... ....... ....... ...... 1 Final Plat ................ ........
... ..... ......... .............. .......... ........... ............. ..... .... ..... ..... ......... ...... 2 Engineering Services Agreement (5/}}IO}J Page80J }O 1:16160!tJdducltlle/,n:le
(iFfS-C'l/mfS tiUlltrgrumOl(,(/Qc 
EXHIBIT "C" COMPENSATION Undersigned will accomplish the work outlined in the tasks presented ill Exhibit "A" of this Agreement. Payment for engineering services described in Exhibit
"AU shall be on a salary cost times a mUltiplier of 2.4, survey crew at $120.00/hour, and expense at invoice cost times a multiplier of 1.1 O. Actual time expended will be billed. The
following is a sununary of the estimated charges: Field Surveys (Topographic & Contour, 30-hrs.) ..................................................... 4,560.00 Tree Survey (16-hrs.)
................................................................................................. 1,920.00 Topographic and Contour Maps (35-hrs.) ............................... ::...................
............ 3,300.00 Tree Survey Map (12-hrs.) ....................................................................................... 1,080.00 Deed Research (12-hrs.) ..............................
............................................................. 1,000.00 Final Plat (24-hrs.) ....................................................................................................
2,280.00 CADD and Utility Research (8-hrs.) ........................................................................... 700.00 Reproduction ofMaps & Delivery (4-hrs.) ................................
................................ 100.00 Electronic File Transfer on Compact Disc ............................................................ 50.00 $14,990.00 The maximum overall fee
established herein shall not be exceeded without written authorization from the Town ofAddison, based on increased scope ofservices. Engineering Services Agreen,,"' (5111101) Page9o!
10 JMI60I.:iMIZDtI1dI'ltl~ f1!1S-~fIIlJ Ji::ItlgI'ffmDt/.dc< 
EXHIBIT "D" INFORMATION TO BE PROVIDED BY TOWN I) All of the Town's plat, easement and construction plan files will be made available for use. Town will provide copies as necessary at
no cost. 2) Access to all Town manholes and clean-outs, access to an Town right-of-way and easements. If manhole lids are bolted down the Engineer will contact the Town's Utility Operation
Department and schedule a time when they can meet with the Engineer and remove the manhole lid. 3) The Town's Utility Operations Department will do the excavation for locating existing
water and sewer for horizontal and vertical ties to existing water and'sewer. The Town's Street and Drainage Department will do the excavation for the existing storm drain lines. The
engineer will provide a preliminary plan sheet showing the locations where excavation is required and contact the Town to schedule a time when the work can be done. Engineering Services
Agreement (5111101) Pag.lOaf 10 1:16J6J)lilddl.r/'JlI1(:irc'fllirU.~U df.tt1iJ8'f!(meJJl.doc 
ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made and entered into by and between the Town of Addison, Texas, hereinafter referred to as "Town", and Shimek, Jacobs & Finklea, L.L.P.,
hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WITNES SE TH: WHEREAS, the Town desires to engage the services of the Engineer to complete
field surveys and plot topographic maps for design to be completed by Sasaki Associates, Inc., on the Addison Circle Arts and Events District, located in the Town of Addison, Dallas
County, Texas, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering services for the Town under the terms and conditions provided herein.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties hereto
agree as follows: I. Employment of the Engineer The Town hereby agrees to retain the Engineer to perfonn professional engineering services in counection with the Project; Engineer agrees
to perfonn such services in accordance with the tenns and conditions ofthis Agreement. D. Scope of Services The parties agree that Engineer shall perfunn such services as are set forth
and described .hI Exhibit "A", which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the fonn of written
changes may be authorized from time to time by the Town. ID. Schedule of Work The Engineer agrees to commence services immediately upon execution of this Agreement, and to proceed diligently
with said service to completion as described in the Completion Schedule attached hereto as Exhibit "B" and thereby made a part of this Agreement. Engineering Services Agreement (5/11/01)
Page I of II) 1;\616O\4t/dl1(m'dFt:f. an,,-taVUS duf'lagrUnlClt.D(JC 
IV. Compensation and Method of Payment The parties agree that Engineer shall be compensated for all services provided pursuant to this Agreement in the amount and manner described and
set forth in the Payment Schedule attached hereto as Exhibit "C" and thereby made a part ofthis Agreement. Engineer further agrees that it will prepare and present such monthly progress
reports and itemized statements as are described in said Exhibit "C". Town agrees to pay invoices within 30 days ofreceipt. V. Information to be Provided by the Town The Town agrees
to furnish, if available, prior to commencement of services, all that information set forth and described on Exhibit "D", which is attached hereto and thereby made a part ofthis Agreement.
VI. Insurance Engineer agrees to procure and maintain for the dUTI\~ion of the contract Professional Liability Insurance ($1,000,000.00), Worker's Compensation (statutory limit), General
Liability ($500,000 per occurrence, $1,000,000 aggregate) and Automobile Insurance ($500,000 combined single limit per accident). VII. Assignment and Snbletting The Engineer agrees that
neither this Agreement nor the services to be performed hereunder will be assigned or sublet without the prior written consent of the Town. The Engineer further agrees that the assignment
or subletting of any portion or feature of the work or materials required in the performance of this Agreement shall not relieve the Engineer from its full obligations to the Town as
provided by this Agreement. VIII. Audits and Records The Engineer agrees that at any time during normal business hours and as often as Town may deem necessary, Engineer shall make available
to representatives of the Town for examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of the Town to audit, examine,
and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data
data relating to all matters covered by this Agreement, all for a period of one year from the date of fmal settlement of this Agreement or for such other or longer period, if any, as
may be required by applicable statute or other lawful requirement. Engineering Services Agreement (5////01) Page20f /0 /:!lJJ6CWrlurm'ldt1:/(! arlJ'.tffiltf dttllctgrurnUJf.d« 
I ! /IX. Contract Termination The parties agree that Town or the Engineer shall have the right to terminate this Agreement without cause upon thirty (30) days written notice to the other.
In the event of such termination without cause, Engineer shall deliver to Town all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports photographs
or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of Town in accordance
with the provisions of this Agreement prior to termination. X. Engineer's Opinion of Cost The parties recognize and agree that any and all opinions ofcost prepared by Engineer in c~nnection
with the Project represent the best judgment ofEngineer as a design professional familiar with the construction industry, but that the Engineer does not guarantee that any bids solicited
or received in connection with the Project will not vary from the opinion by the Engineer. XI. Ownership of Documents Original drawings, specifications and reports are the property of
the Engineer; however, the Project is the property of the Town. Town shall be furnished with such reproductions of drawings, specifications and reports. Upon completion of the services
or any earlier tennination of this Agreement under Article lX, Engineer will· revise drawings to reflect changes made during construction as reported by the Town and contractor, and
he will furnish the Town with one (I) complete set of reproducible and one black-line set of record prints. Additional prints shall be furnished at cost, as an additional service, at
any other time requested by Town. XII. Complete Contract This Agreement, including the exhibits hereto numbered "An through "D" constitutes the entire agreement by and between the parties
regarding the subject matter hereof. XIII. Mailing of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to Town permitted or required
required under this Agreement shall be addressed to Town at the following address: Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Town ofAddison Post Office Box 9010 Addison,
Texas 75001-9010 Engineering Services Agreement (5111101) Page 3 "110 1:\6161JI4drlIlfJflldn:re WU-n'C/IU Jiltlogrtt:Jfltnl.tMc 
Town agrees that all notices or communications to Engineer permitted or required under this Agreement shall be addressed to Engineer at the folloy.ring address: John W. Birkhoff; P.E.
Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or
the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIV. Contract Amendments This Agreement may
be amended only by the mutual agreement of the parties expressed in writing. XV. Effective Date This Agreement shall be effective from and after execution by both parties hereto. WITNESS
OUR HANDS AND SEALS on the date indicated below. TOWN OF ADDISON, TEXAS By: ATTEST: By: Date: 5/;1-/"1---~ SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS: By: C),cof;;;~~er Date:
S hOlo I Engineering Services Agreement (Sill/() 1) Page40f 10 1:W$16(}'vvJdwlI.k:lId" flrttwli'lUlU ifiIMgfnmDlt..;J()C 
EXHIBIT "A" ENGINEERING SERVICES The Engineering Services to be provided under this Agreement shall include the following: PART I: FIELD SURVEYS: A. Recapture past topographic surveys
in the Addison Circle Arts & Events District Area if they are present in electronic form and prepare a composite drawing of those surveys .. B. Extend existing topographic surveys to
include \Ill area bordered on the west by Addison Road, on the north by Addison Circle Drive, on the east by Quorum Drive and on the south by DART Rail Tracks. C. Surveys shall be tied
to the Town of Addison Benchmark system. The surveys will include its own project coordinate system. Ground shots will be to the nearest 0.1foot with pavement shots to the nearest O.Ol-fool.
D. Elevation shots will be taken generally on a 25 to 50-foot grid to establish contour map having a contour interval of one foot. E. The topographic surveys will extend beyond Addison
Circle Drive and Quorum Drive to include the face ofexisting buildings. PART II: DRAWING A. The electronic field notes will be reduced and plotted. No CADD standards will be utilized.
Text height shall be O.l-inch. B. Sheet size shall be 30" x 42" with lI,-inch borders and 1 Y.-inch binding edge. C. Scale of drawing shall be I-inch = 20-fool. Engineering Services
Agreement (5111101) Pag"o! 10 1.'16160IaJJlJtm~t aru~aur'4gr.tmDlLJ«: 
D. North arrow shall be to the top ofpage. E. Sheet shall include bar scale, benchmark and legend. F. Prepare contour map ofarea with a contour internal of 1.0-foo1. G. Prepare Tree
Survey of site, minimum tree caliber 4-inches called out in English terms. PART 1lI: PLATS A. Complete deed research at Dallas County Records Building. B. Complete composite property
map, including found easement lines as called for in deeds.. C. Prepare plat ofarea for Town ofAddison's consideration. D. Plat shall include iron pins found and set, metes and bounds
description, abstract number, deed information, area calculation along with all adjoining streets and rights-of-way being called out. PART IV: DELIVERABLES Furnish the Town with hard
copy mylar and three black-line prints oftopography survey, contour map and plat. A. Furnish the Town with electronic copy of drawings under the following conditions: 1) The electronic
files are compatible with AutoCAD Release 14, operating on an mM compatible PC using Windows NT. 2) Engineer does not make any warranty as to the compatibility of these files beyond
the specified release of the above stated software. 3) Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not
be held liable for Engin..ring Services Agr....ent (5/11/01) Page 60/10 1:\6IdtJ1mldb(Jtlklrd#lUtt~itJlJl~t1tt.d« 
completeness or correctness of electronic media after an acceptance period of thirty days after delivery ofthese files. 4) The electronic files are instruments of our service. Where
there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases. 5) Both parties acknowledge mutual non-exclusive ownership
ofthe electronic files and each party may use, alter, modify or delete the files without consequence to the other party. 6) All electronic files provided to the Owner will not contain
engineers seal, surveyor's seal, handwritten dates, or signatures. PART V: EXCLUSIONS A. Environmental impact statements and assessments. B. Fees for permits or advertising. C. Certification
that work is in accordance with plans and specifications. D. Environmental cleanup. E. Landscape architecture. F. Flood plain reclsmation plans. G. Title searches. H. Trench safety designs.
1. Services in connection with condemnation hearings. J. Preliminary engineering report. Engineering Services Agreement (5111101) Page 70[ 10 J:\616(J'IQJdf.tOilkin:Jtta~-cYCf/J ii.tt~4l!t.dOf!

EXHIBIT "B" COMPLETION SCHEDULE Weeks To Complete Field Surveys ........................... ..........................................................................................
2 Tree Survey Topographic Maps .......................................................................................................... 1.5 .........................................................
.................................. 1 Deed Research ........ ............ .............. .............. .......... ......... ......... ..... ....... ...... ....... .............. 1 Contour
Map ......... ..... ........ ............. .............. ....... ................. ............... .......... ...... ....... ...... I Final Plat ............. .................... ..................
......... ........................ ................................ ....... 2 Engineering Services Agreement (5111101) Page80f 10 1:16160'rtJMi.ttm'drde aru.rvmtT din\QgrtlDlfntt.J«

EXHmIT "C" COMPENSATION Undersigned will accomplish the work outlined in the tasks presented in Exhibit "A" of this Agreement. Payment for engineering services described in Exhibit "A"
shall be on a salary cost times a multiplier of 2.4, survey crew at $120.00/hour, and expense at invoice cost times a multiplier of LlO. Actual time expended will be billed. The<following
is a summary ofthe estimated charges: Field Surveys (Topographic & Contour, 30-hrs.) ..................................................... 4,560.00 Tree Survey (16-hrs.) .............................
.................................................................... 1,920.00 Topographic and Contour Maps (35-hrs.) ............................... ::...............................
3,300.00 Tree Survey Map (12-hrs.) ....................................................................................... 1,080.00 Deed Research (12-hrs.) ...........................................
................................................ 1,000.00 Final Plat Plat (24-hrs.) ....................................................................................................
2,280.00 CADD and Utility Research (8-hrs.) ........................................................................... 700.00 Reproduction ofMaps & Delivery (4-hrs.) ................................
................................ 100.00 Electronic File Transfer on Compact Disc ............................................................ 50.00 $14,990.00 The maximum overall fee
established herein shall not be exceeded without written authorization from the Town ofAddiso~ based on increased scope ofservices. Engineering Services Agreement (5///10/) Page90f /0
1;1616O'14~!cil'dll41U_tsd/.tlVlgrumt!tll,da.: 
, EXHIBIT "D" INFORMATION TO BE PROVIDED BY TOWN 1) All of the Town's plat, easement and construction plan files will he made available for use. Town will provide copies as necessary
at no cost. 2) Access to all Town manholes and clean-outs, access to all Town right-of-way and easements. If manhole lids are bolted down the Engjneer will contact the Town's Utility
Operation Department and schedule a time when they can meet with the Engjneer and remove the manhole lid. 3) The Town's Utility Operations Department will do the excavation for locating
existing water and sewer for horizontal and vertical ties to existing water and' sewer. The Town's Street and Drainage Department will do the excavation for the existing storm drain
lines. The engjneer will provide a preliminary plan sheet showing the locations where excavation is required and contact the Town to schedule a time when the work can be done. Engineering
Services Agreement (5111101) Page 100/10 1:\d14t11atMisM1t:.irefr (UU-eYtJIt: 4it~",~ 
May 11, 2001 Mike, Jim -attached is a copy ofthe proposal that was forwarded to us by Shimek, Jacobs & Finklea to perfunn re-platting and supplemental topographic surveying ofthe Arts
& Events District site. The end product will be provided to us in hard copy and AutoCad version 14 fonnats, in order that we can forward it to Sasaki Associates, Inc. The total fee is
$14,990 and the proposal appears to successfully contain the items that we requested. Carmen Moran has three originals ofthis agreement and is prepared to discuss this item at the Monday
morning staifmeeting. Carmen will address the funding ofthis work also. Thanks. Steve Chutchian 
ENGINEERING SERVICES AGREEMENT. THIS AGREEMENT is made and entered into by and between the Town of Addison, Texas, hereinafter referred to as "Town", and Shimek, Jacobs & Finklea, L.L.P.,
hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WIT N E SSE T H: WHEREAS, the Town desires to engage the services of the Engineer to
complete field surveys and plot topographic maps for design to be completed by Sasaki Associates, Inc., on the Addison Circle Arts and Events District, located in the Town of Addison,
Dallas County, Texas, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering services for the Town under the terms and conditions provided
herein. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties
hereto agree as follows: I. Employment of the Engineer The Town hereby agrees to retain the Engineer to perfonn professional engineering services in connection with the Project; Engineer
agrees to perfonn such services in accordance with the tenns and conditions of this Agreement. n. Scope of Services The parties agree that Engineer shall perfonn such services as are
set forth and described . in Exhibit "AIf, which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the
fonn of written changes may be authorized from time to time by the Town. m. Schedule ofWork The Engineer agrees to commence services immediately upon execution of this Agreement, and
to proceed diligently with said service to completion as described in the Completion Schedule attached hereto as Exhibit liB" and thereby made a part ofthis Agreement. Engineering Services
Agreement (S/Il/01) Page I of 10 '~1d16OlmJdiro,,'dlT:'!I arts~1Jdui\ogrKtffClf.1kx 
.' IV. Compensation and Method of Payment The parties agree that Engineer shall be compensated for all services provided pursuant to this Agreement in the amount and manner described
and set forth in the Payment Schedule attached hereto as Exhibit "c" and thereby made a part of this Agreement. Engineer further agrees that it will prepare and present such monthly
progress reports and itemized statements as are described in said Exhibit "C". Town agrees to pay invoices within 30 days ofreceipt. V. Information to be Provided by the Town The Town
agrees to fumish, if available, prior to commencement of services, all that infonnation set forth and described on Exhibit un", which is attached hereto and thereby made a part ofthis
Agreement. VI. Insurance Engineer agrees to procure and maintain for the dura,~ion of the contract Professional Liability Insurance ($1,000,000.00), Worker's Compensation (statutory
limit), General Liability ($500,000 per occurrence, $1,000,000 aggregate) and Automobile Insurance ($500,000 combined single limit per accident). VlI. Assignment and Subletting The Engineer
agrees that neither this Agreement nor the services to be perfonned hereunder will be assigned or sublet without the prior written consent of the Town. The Engineer further agrees that
the assignment or subletting of any portion or feature of the work or materials required in the perfonnance ofthis Agreement shall not relieve the Engineer from its full obligations
to the Town as provided by this Agreement. VIn. Audits and Records The Engineer agrees that at any time during nonnalbusiness hours and as often as Town may deem necessary, Engineer
shall make available to representatives of the Town fur examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of
the Town to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, con?itions of
employment and other data data relating to all matters covered by this Agreement, all for a period of one year from the date of final settlement of this Agreement or for such other or
longer period, if any, as may be required by applicable statute or other lawful requirement. Engineering Services Agreement (51///0/) Pagelof /0 1:1.611S6Iot!daonldn:lt am~udil/!.Qarccmenu!oo

IX. Contract Termination The parties agree that Town or the Engineer shall have the right to terminate tbis Agreement without cause upon thirty (30) days written notice to the other.
In the event of such termination without cause, Engineer shall deliver to Town all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports photographs
or other items prepared by Engineer in cormection with tbis Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of Town in accordance
with the provisions of tbis Agreement prior to termination. X. Engineer's Opinion oCCost The'parties recognize and agree that any and all opinions of cost prepared by Engineer in cormection
with the Project represent the best judgment of Engineer as a design professional familiar with the construction industry,' but that the Engineer does not guerantee that any bids solicited
or received in cormection with the Project will not vary from the opinion by the Engineer. XI. Ownership ofDocnments Original drawings, specifications and reports are the property of
the Engineer; however, the Project is the property of the Town. Town shall be furnished with such reproductions of drawings, specifications and reports, Upon completion of the services
or any earlier termination of tbis Agreement under Article IX, Engineer will revise drawings to reflect changes made during construction as reported by the Town and contractor, and he
will furnish the Town with one (1) complete set of reproducible and one black-line set of record prints, Additional prints shall be furnished at cost, as an additional service, at any
other time requested by Town. XII. Complete Contract Tbis Agreement, including the exbibits hereto numbered "AU through "DU constitutes the entire agreement by and between the parties
regarding the subject matter hereof. XIII. Mailing of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to Town permitted or required
under this Agreement shall be addressed to Town at the following address: Mr. Steven Z. Chutcbian, P.E. Assistant City Engineer Town ofAddison Post Office Box 9010 Addison, Texas 75001-9010
Engineering Services Agreement (5111/()1) Page 3 0/10 l:16/60laJJurmldrt:l, IVf.t._U dl.tt14grumtln[,d«: 
Town agrees that all notices or communications to Engineer permitted or required under this Agreement shall be addressed to Engineer at the following address: John W. Birkhoff, P.E.
Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Phone: (214) 361-7900 All notices or communications required to be givenin writing by one party or the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIV. Contract
Amendments This Agreement may be amended only by the mutual agreement of the parties expressed in writing. XV. Effective Date This Agreement shall be effective from and after execution
by both parties hereto. WITNESS OUR HANDS AND SEALS on the date indicated below. TOWN OF ADDISON, TEXAS By: ATTEST: By: Date: SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS: By:
Qoff~t/51!1[ohn W. Birkhoff, P.E., artner Date: Sll% ( Engineering Services Agreement (5//1/01) Page 4 of 10 1:t(;l6t&:tMLsolfl.r:/rdtllU'U-JVtr.tJ duikzgt'«1ftfnl.t!(W! 
EXHIBIT "A" ENGINEERING SERVICES The Engineering Services to be provided under this Agreement shall include the following: PART I: FIELD SURVEYS: A. 'Recapture past topographic surveys
in the Addison Circle Arts & Events District Area if they are present in electronic form and prepare a composite drawing ofthose surveys .. B. Extend existing topographic surveys to
include \l!1 area bordered on the west by Addison Road, on the north by Addison Circle Drive, on the east by Quorum Drive and on the south by DART Rail Tracks. C. Surveys shall be tied
to the Town of Addison Benchmark system. The surveys will include its own project coordinate system. Ground shots will be to the nearest 0.1foot with pavement shots to the nearest O.OI-fool.
D. Elevation shots will be taken generally on a 25 to 50-foot grid to establish contour map having a contour interval ofone foot. E. The topographic surveys will extend beyond Addison
Circle Drive and Quorum Drive to include the face ofexisting buildings. PART II: DRAWING A. The The electronic field notes will be reduced and plotted. No CADD standards will be utilized.
Text height shall be O.l-inch. B. Sheet size shall be 30" x 42" with liz-inch borders and 1 It.-inch binding edge. C. Scale of drawing shall be I-inch = 20-feet. Engineering Services
Agreement (511110/) Page 5 of 10 1:IIUdt1\addfJon\dn:f.I1tft-ewnti dbJ~ml.dQ(; 
D. North arrow shall be to the top ofpage. E. Sheet shall include bar scale, benchmark and legend. F. Prepare contour map ofarea with a contour internal of 1.0-foot. G. Prepare Tree
Survey of site, minimum tree caliber 4-inches called out in English terms. PART m: PLATS A. Complete deed research at Dallas County Records Building. B. Complete composite property map,
including found easement lines as called for in deeds.. C. Prepare plat ofarea for Town ofAddison's consideration. D. Plat shall include iron pins found and set, metes and bounds description,
abstract number, deed information, area calculation along with all adjoining streets and rights-of-way being called out. PART IV: DELIVERABLES Furnish the Town with hard copy mylar and
three black-line prints oftopography survey, contour map and plat. A. Furnish the Town with electronic copy ofdrawings under the following conditions: I) The electronic files are compatible
with AutoCAD Release 14, operating on an ffiM compatible PC using Windows NT. 2) Engineer does not make any warranty as to the compatibility of these files beyond the specified release
ofthe above stated software. 3) Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not be held liable for Engineering
Services Agreement (5/1110J) Page 60J 10 H614ClaJdi1o/l1cbrlr am_I: Jbtlaf"C'lfJllJ.t!ac 
completeness or correctness of electronic media after an acceptance period of thirty days after delivery ofthese files. 4) The electronic files are instruments of our service. Where
there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases, 5) Both parties acknowledge mutual non-exclusive ownership
ofthe electronic files and each party may use, alter, modifY or delete the files without consequence to the other party. 6) All electronic files provided to the Owner will not contain
engineers seal, surveyor's seal, handwritten dates, or signatures. PART V: EXCLUSIONS A. Environmental impact statements and assessmentS. B. Fees for pennits or advertising. C. Certification
that work is in accordance with plans and specifications. D. Environmental cleanup. E. Landscape architecture. F. Flood plain reclamation plans. G. Title searches. H. Trench safety designs.
I. Services in connection with condenmation hearings. J. Preliminary engineering report. Engineering Services Agreement (5111101) Page 70/10 J:'.616fJtadrJJtcI;li:irr/r lJIU-t:I'tIIis
JlIibgMWItnJ.Joc: 
EXHmIT "B" COMPLETION SCHEDULE Task Weeks To Complete Field Surveys .....................................................................................................................
2 Tree SurveyTopographic Maps ..... ............... ...... ...... ............. ........................... .......... ............... ......... 1.5 .. .. ............ .... ..............
...... ... ............... . .. .................. ... ...... ... 1 Deed Research :. ......... ............................ ............ ............ ............... .......... ..............
............. 1 Contour Map .. ................................................................................................................... 1 . '. Final Plat ......... ...............
......... .............. ................ .......... ................. .................... ............. 2 Engineering Services A.greement (5/11101) Page8a! 10 1:161W4t1JUQIlIdrdIl/tltr_tyblU
dbflcgNi!1rfOlt.J;x 
EXHIBIT "C" COMPENSATION Undersigned will accomplish the work outlined in the tasks presented in Exhibit "A" of this Agreement. Payment for engineering services described in Exhibit
"A" shall be on a salary cost times a multiplier of 2.4, survey crew at $120.00Ihour, and expense at invoice cost times' a multiplier of 1.10. Actual time expended will be billed. The
following is a summary of the estimated charges: Field Surveys (Topographic & Contour, 30-ms.) ..................................................... 4,560.00 Tree Survey (16-ms.) ....................
............................................................................. 1,920.00 Topographic and Contour Maps (35-ms.) ............................... ::...............................
3,300.00 Tree Survey Map (12-hrs.) ....................................................................................... 1,080.00 Deed Research (12-ms.) ............................................
............................................... 1,000.00 Final Plat Plat (24-ms.) ....................................................................................................
2,280.00 CADD and Utility Research (8-ms.) ........................................................................... 700.00 Reproduction ofMaps & Delivery (4-ms.) ..................................
.............................. 100.00 Electronic File Transfer on Compact Disc ............................................................ 50.00 $14,990.00 The maximum overall fee established
herein shall not be exceeded without written authorization from the Town ofAddison, based on increased scope ofservices. Engineering Services Agreement (5111101) Page90j 10 1:1016(JltuJdU()Ij'<irdfl
artJ-INbfu Jilfldt~Qt 
EXHIBIT "D" INFORMATION TO BE PROVIDED BY TOWN 1) All of the Town's plat, easement and construction plan files will be made available for use. Town will provide copies as necessary at
no cost. 2) Access to all Town manholes and clean-outs, access to all Town right-of-way and easements. If manhole !ids are bolted down the Engineer will contact the Town's Utility Operation
Department and schedule a time when they can meet with the Engineer and remove the manhole lid. 3) The Town's Utility Operations Department will do the excavation for locating existing
water and sewer for horizontal and vertical ties to existing water and 'sewer. The Town's Street and Drainage Department will do the excavation for the existing storm drain lines. The
engineer will provide a preliminary plan sheet showing the locations where excavation is required and contact the Town to schedule a time when the work can be done. Engineering Services
Agreement (HUIO I) Page IOo! 10 /;\6/QJltJddIJOIl'dn:Jt ClJ"/MrVttfls dUI\agrtt'hfDJLtk.c 
({) memorandum SASAKI Sasaki Associates (nc. 64 Pleasant Street Watertown Massachusetts 02472 USA t 6179263300 f 6179242748 date May 4, 2001 to Carmen Moran, Alan Ward, Bob Poulos from
Dave Clough project name Addison Circle Arts & Events District project no. 14268.00 subject Meeting Notes -Inilial Project Meeting DRAFT FOR REVIEW The following are notes from our initial
project meetings in Addison on April 18 and 19, 2001, supplemented by program information given to us by Barbara Kovacevich, Special Events Manager. They are organized by discussion
topic, according to the attached Agenda. Special Events 1. There is a need to accommodate from 1,000 to 15,000 people, No special restrictions for 1,000, but larger crowds require street
closings, shuttle parking, and traffic management. Kaboom Town on July 3'" can draw 100,000 from surrounding communities, creating traffic problems on Addison and Beltline Roads as people
leave. 2. Taste Addison is held in May and typically draws 45,000 people total over 2 day event. Between 5 and 11 PM, attendance can be 18,000. It is the most difficult event in terms
of demand. 3. The tent rental RFP for the 1999 event included: • 55 Restaurant Tents @10'x10' • 20 Vendor Tents@10'10' • 1 Information Booth Tent@10'x10' • 1 Command Tent@10'x20' • 1
Children's Tent @40'x1 00' wlbackdrop • 2 Turnstile tents@15'x30' • 3 Dressing Room Tents @10'x10' • 1 Special Guest Tent@30'x30' • Possible alternate 1O'x20' tents for restaurants and/or
vendors • 1 Wine Tasting Tent (from Town) @30'x120' A 40'w.x30'd.x5'h. Main Stage with a 40'w,x24'd.x1 'h, dance floor is located outdoors. There is also a 24'x16'x18" Children's Stage.
Toilet facilities include 3 restroom trailers (with 12 tOilets each, plus attendants), 20 portable toilets, and 4 handicap toilets. A pump truck is required on site. 4, North Texas Jazz
Festival is held in early April, for 3 days. Attendance for 2001 is estimated at 1,000 people per day. Tent rental requirements are: • 1 Main Tent @100'x200' w/flooring • 1 tent for
restroom trailer @20'x40' • 1 tent between restroom traiter and Main Tent@10'x10' • 1 lent for walkway between Main Tent and street@10'x50' wfflooring 
April 23, 2001 Page 2 Toilet facilities include a restroom trailer and portable handicap toilet, under the 20'x40' tent. 5. Addison Kaboom Town is held on July 3'", with peak attendance
of 15,000. The 2000 event had 10 boothsltents. The Town rents 1 restroom trailer, 20 portable toilets, and 2 handicap portable toilets. A pump truck is required. 6, Addison Oktoberfest
is held for 4 days in late September. Tent rental requirements are: • 1 Main Tent @110'x3OO' (clear span) • 1 Restaurant Tent @60')(240' (clear span), divided in 2 equal sections • 1
Petting Zoo Tent@60'x60' (clear span) • 1 Command Tent@10'x20' • Approximately 25 Vendor Tents @10'x10' • Approximately 25 Arts & Crafts Tents@10'x10' • 1 Information Tent@10'x10' •
2 Turnstile Tents@15'x30' • 1 Children's Tent@40'xloo' (clear span) • 2 Bier Garten Tents @30'x30' • 8 Satellite Beer Tents @10'x20' • 6 Satellite Food Vendor Tents @10')(10' • 2 Ticket
Booth Tents inside Main Tent@10'x10' • 2 Change Tents at each entrance @10'x10' o 1 Wine Tasting Tent (in Bier Garten) @30'x30' • 1 ATMTent@10' o 1 Addison-Owned Tent@30'x120' The Main
Tent and Restaurant Tents are air-conditioned. A 60'x40' outdoor dance floor is also required inside the Main Tent, along with a 30'w.x26'd,x5'h. stage, Toilet facilities include 4 restroom
trailers, 20 portables, and 4 handicap toilets. A pump truck is required. 7. The Shakespeare Festival of Dallas will hold 3 free evening performances in Addison this June. They will
require a stage at least 30')(70' and portable toilets, The Town expects to have smaller groups (maybe 1,000) of people attending the performances. 8, There are currently 23 hotels in
Addison. One of the goals of holding these events is to put more people in hotels. "Boutique', or smaller events may be more attractive to people who would stay. Addison wants to be
known for its Arts District, and as a "fun place". The quality of events shOUld be appealing. 9. Restaurants should be encouraged to serve boxed meals to visitors, reducing the need
to provide food in in the park for smaller events. 10. Event parking is handled primarily by 2 garages -at the Intercontinental Hotel (1500 cars) and (3000 cars). Leased shuttle buses
(free) bring people to the main entry to events at Addison Circle, which is more remote from parking. Quorum Drive is closed to vehicles. 11. Adding more parking at DART is a longer-range
possibility. There currently are about 200 spaces at the transit center. More parking would be built if it were developed for commuter rail. 12. Perimeter fencing is required, and the
need is generally the same for larger events. It was suggested we study a system of permanent sleeves and removable fence panels. 
Apn123,2001 Page 3 Graphics could be incorporated into the system as a way of controlling it -sponsor advertising is important. 13. Stage(s) designed as part of a tent would be desirable.
Stages have to be projected far enough into tents to get enough height above them. Need a location for a smaller stage. They need to be in a relationship that doesn't compete with each
other. Maybe pocket parks could have a second stage (500 people?). 14. A public address system with central facility and control would be good. 15. Permanent toilet facilities must be
strategically located, supplemented by portables. It might be good to have some storage space also. Facilities need to be integrated with surrounding development, possibly in a Visitor
Services building. 16. The challenge is to find a balance between flexibility and design in planning facilities for events. 17. The large tent space (clear span) needs to be flexible.
It is also expensive to set up and take down. Air conditioning is expensive -an air flow system with open sides would be good. For Oktoberfest, it might be better to split into 2 tents/areas.
Two restaurants are now providing service, but its not known if they will both continue in the future. 18. The Town would like to promote other events like cer shows, art shows, craft
shows, etc. Perhaps the trellis could provide a framework with canvas inserts to provide rain and sun sheller. Vendors could be back to back, with circulation on each side. Booths might
be 10'x10', or 10'x20'. The trellis wouldn't have to 20' wide -the canvas could extend beyond. 19. There is also a need for airport related events. There have been some preliminary discussions
with Mr. Cavanaugh regarding a Town museum for display of his collection. 20. Perhaps the curving path(s) and trellis path should be widened to accommodate vendors/displays. The park
should provide hard surfaces for events, but not at the expense of giving up too much green space. Other methods of stabilizing turf were briefly discussed. and will be explored. Art
Process 1. The Town would like to avoid the public bid process and contract directly with the artist. Low bidder requirement doesn't work well with creating art pieces and installing
them. There were problems with "Blueprints' with this arrangement, even with the prequalification process. Each work/installation is unique. 2. The preference would be to contract directly
with the artist and to have that person responsible for everything. The artist should coordinate diractry with the contractor. 3. This approach would make some artists more qualified
than others. Paley is one artist whose work might be appropriate for the 2 'portal" pieces. He has his own foundry in Buffalo. 4. Current thinking is to locate the portal pieces at Addison
Road/Addison Circle Drive and Addison Road/Clara Street. Existing power lines along Addison Road were a concern, but it was felt that the pieces could be set in the park, back from the
road, and they would still be visible landmarks. 
April 23. 2001 Page 4 Surrounding Parcels -Proposed Program 1. We met with Cindy Harris, Vice President-Development, for Post Properties. She told us there is currently a lot of demand
for 3 -5,000 SF uses with short term (18-24 month) leases. This kind of space is not available in Addison right now. 2. Office use on Clara Street would allow the street to be closed
for events at night or on weekends. 3. ReSidential can not be developed in the Clara Street block because of airport noise restrictions. 4. Some retail may be feasible, especially if
very visible, or if along pedestrian travel ways (on Quorum Drive or streets connecting to DART). However, Cindy felt that it would be difficult to support a lot more retail right now.
Quorum Drive is a good opportunity for service oriented retail, due to high volume of traffic. 5. Building heights ware discussed. Could be 3 to 5 stories. Shadow impacts on the park
need to be studied. Total building program might be 300,000 SF @5 stories, based on quick calculations. calculations. 6. Parking ratios should be 3 to 4 per 1000 GSF (4 is preferable).
A parking garage for office development on the Clara Street block could also be used for event parking at night and on weekends. 7. Casual restaurants do wall and food kiosks in the
park should be successful. Carmen has already had interest from adjacent restaurant owners. They could be satellite facilities, served from the restaurant(s). At least 2 kiosks seem
feasible. It was agreed that the restaurant operator(s) should get involved early in the design of park kiosks. Beverage service would include beer and wine only. Full liquor service
would require a fence around the kiosk. Park Facilities Management and Maintenance 1. Slade Strickland, Director of Parks and Recreation and Landscape Development, has a 17 person staff.
All park lighting, seasonal planting, and mowing is contracted out. Parks Department crews do setup and site coordination for special events. They also do all irrigation maintenance.
2. Slade thought it would be preferable to have all maintenance of new park facilities done by 1 contractor. He suggested considering the same contractor handling Post Properties. 3.
They have had lots of problems with fountain cleaning and maintenance -especially at Quorum Park. Sasaki needs to address this issue at the next meeting. Leaf drop from trees planted
around fountains are a problem. Species have to be carefully considered. 4. We looked at Quorum Park and Cetestial Park. Cedar Elms were planted for screening around the fountain at
Quorum Park. Slade believes that Shumard Red Oak is the ultimate si1ade tree for Dallas. They have also used Athena and Drake Elms (varieties of Chinese Elm). Leaves drop quickly and
are easy to clean up. The Drake Elms look good at Celestial Park, with Wintercreeper groundcover below. The vaseshaped habit can be limbed up, providing good canopy, and the bark is
attractive. They have had some disease problems with Plane Trees. 
Ap1i123,2001 PageS 5. lis difficult to maintain decent grass in tree groves. Typically, Bermuda grass is preferred for sunny areas. 6. Soils have typically heavy clay content. Subdraln
systems are typical for new trees. Review of Base Plans 1. It was agreed that the limit of work for the park should extend to the proposed face of buildings along Clara Street. 2. Sasaki
will get a scope of work description for site survey to John Birkhoff, from Shimek, Jacobs, and Finklea, the Town's prime engineering consultant. A plan will be included to indicate
the limit: to the edge of DART structures on the south (includes track); to face of buildings on the east side of Quorum Drive; to face of buildings along the north side (Addison Circle
Drive); and the back of sidewalk or property line along Addison Road. Trees 4' caliper and greater will be located and identified. Sasaki will provide information regarding electronic
format along with the scope. S. Planning and Zoning approval is combined. The projecl site must be be designated as open space, since it can't be sold as "Park". 4. Utility companies
are TXU (electric and gas), Southwester Bell (telephone). AT&T (cable). Addison Road Stree!scape Improvements 1. A S5' setback for visibility is required at road intersections. Nothing
is allowed at car eye level within the setback triangle at intersections. 2. We should consider enhanced street/pedestrian lighting along Addison Road. Existing street lights are cobra
heads hung on creosote utility poles. S. Cedar Elm or Chanticleer Pear are upright varieties for street tree planting that could be limbed up for visibility beyond roadway (business
will not want to be screened from road). Red Tipped Photinia was planted along the airport edge for screening. 4. A 100' ROW along Addison would allow 60' for the roadway plus 20' on
each side for a 10' planting zone, S' sidewalk, and 5' shrub line. We need to study the impact of this cross section on existing conditions -planting, berms, walks, parking, etc. 5,
The only crosswalks will be at Broadway and Arapahoe -where the road is Signalized. DART Meeting 1. Cheri Bush and Jack Wierzenski, Sr. Manager for Planning Studies & Economic Development,
joined us for a discussion of DART's relationship to the Art and Events District. 2. Station length for light rail is SOO' for 3-car trains, They like to allow 400', for expansion. Pedestrian
crossings are at each end. plus one in the middle. So, it makes sense to start the station at Quorum Drive, extending southwest. S. Jack believes that the existing 100 ROW is more than
enough for both light and commuter rail. He will check and confirm this. 4. The plan should designate "Future Rail Station" within the DART ROW from the proposed trellis location to
Quorum Drive. S. Jack confirmed there are about 200 parking spaces in the DART area. 
April 23, 2001 Page 6 6. New DART stations typically take 6 to 8 years from planning through construction. 7. A rule of thumb is that 50 -75 du.lacre are required to support a new station.

April 23. 2001 Page 7 Park "Pavilion" 1. We met with Gary Cunningham ("Corky") from Cunningham Architects to talk about the Art and Special Events Pavilion currently shown on Addison
Circle Drive on the concept plan. 2. We reviewed thoughts about the building from our earlier meetings. It was shown on the concept plan as a rectangular building with an attached stage
covered by a tensile structure. It might also be more of a glass and steel structure, perhaps with removable panels to allow for stage setup with a superstructure over the stage for
lighting and other equipment. 3. The first priority in designing the structure is the performance stage. It has to work technically. Perhaps the stage can also function as a raised terrace
at other times. 4. Dressing/changing rooms are required, as well as restrooms. 5. Should a gallery, meeting room, or other uses be considered? It was agreed that the building should
not be overburdened with too many functions, but how can it be useful when there are no performances? 6. Gary will subcontract specialty performance design services as necessary. He
will be contracted directly to the Town, but will coordinate development of the structure with Sasaki. Next Steps 1. Sasaki will prepare a scope of work description for the site survey.
2. Sasaki will prepare a program description for the Arts and Special Events District, for review by the Town. 3. Sasaki will begin streetscape design for Addison Road, based on survey
plans from Shimek, Jacobs, and Finklea. 4. It was suggested that someone from the Sasaki team attend Taste Addison in May to see what the requirements are for this major event. We will
coordinate a trip. 5. The next meeting has been tentatively set for June 13 and 14. Sasaki will confirm the dates when we have a better idea of when the survey will be available. The
meeting may need to slip a few weeks, depending on when we receive survey. dc\g:\14268.00\projmngt\m-mtg 1.doc 
3cJHtV10: Sf J2t:-HtJ FF 5/2-/0 { LAND SURVEY SERVICES AGREEMENT DATE: April 23, 2001 PROJECT: Addison Circle Arts & Events District Addison, Texas OWNER: Town Of Addison ENGINEER: Sasaki
Associates, Inc. SURVEYOR: Shimek, Jacobs & Finklea,l.L.P. Consulting Engineers REQUEST FOR PROPOSAL The Owner requests the Surveyor to submit to the Owner a proposal for Land Survey
Services for the property described below. The Surveyor shall submit the proposal by attaching hereto (and referencing Article 7) the material required and returning thnee signed copies
of this document to the Owner. The Surveyor shall include, with the proposal, a statement defining any proposed deviations from the requirements of this document including additions,
deletions, exceptions and revisions. The Surveyor, when submitting the signed Agreement, understands that all the Terms and Conditions hereof will become effective and binding when it
is signed by the Owner and a copy is returned to the Surveyor. If the Owner accepts the proposal, the Owner will sign all three copies of this document. One will be returned to the Surveyor
and one to the Engineer. Upon execution and receipt by both parties, this document and all attachments listed in Articles 6 and 7 shall form the Agreement between the Owner and Surveyor.
The Surveyor shall hold the proposal open for acceptance by the Owner for a period of fourteen (14) calendar days after the date of submittal to the Owner. LAND SURVEY AGREEMENT Town
of Addison SurveyRFP 1 
ARTICLE 1 • TERMS AND CONDITIONS (See the attached Terms and Conditions provided by the Owner -Exhibit A) and the following: 1.1. Time: Subject to any limitations stated in the proposal,
the specified Land Survey Services shall be completed and the drawing(s) and report(s) delivered to the Owner and the Engineer within thirty (30) calendar days after receipt of the signed
agreement. 1.2. Qualifications: All work shall be perfonned by qualified personnel under the supervision of a Licensed or Registered Land Surveyor, and the document(s) submitted shall
bear the Surveyor's seal and certification to that effect. 1.3.Use of Drawings: It is understood that the Owner, or the Engineer, on the Owner's behalf, may reproduce the drawing(s)
without modifications and distribute the prints in connection with the use or disposition of the property without incurring obligation for additional compensation to the Surveyor. The
original drawing(s) shall remain the property of the Surveyor. ARTICLE 2 • GENERAL INSTRUCTIONS: 2.1. Accuracy Standards: 2.1.1. Precision of the survey work shall be based upon the
Positional Accuracy Concept. The Surveyor shall recommend, in the proposal, positional accuracy limits and error of closure limits for the property being surveyed. 2.2. Description of
Property to be Surveyed: Legal: (Steve please fill this in) Property Addresses: The property conSists of 16 Acres in the Special Event District within the Addison Circle area. The area
is bounded by Addison Circle, Quorum Drive, DART Right of Way, Addison Road, and Addison Circle Drive. See attached plans and sketches identified in Article 6. (Steve tet me know if
you need this) Town of Addison SurveyRFP 2 
2.3. Means of Access: 2.3.1. Property lines and means of access are shown on attached drawings and identified in Article 6. Site access is provided as indicated below. checked below.
The Owner has secured permission for entry to the property to conduct this survey. The surveyor shall notify the Owner 7 days prior to entering the property so that the Owner may notify
the tenant 48 hours prior to the surveyors entry onto the property. 2.4. Drawing Requirements: 2.4.2. Drawing sheets shall be trim size 30" X 42" with 1%" left binding edge, and W borders.
2.4.3. Use scale l' =20' unless otherwise authorized by the Engineer. Include graphic scale. 2.4.4. Show North arrow and locate North at the top of the sheet. 2.4.5. Include legend of
symbols and abbreviations used on the drawing(s). 2.4.6. Spot elevations on pavements or other hard surfaces shall be to the nearest 0.01', on other surfaces to the nearest 0.10'. 2.4.7.
Boundary and topographic information, where both are required, shall be on the same drawing unless otherwise requested by the Engineer. 2.4.8. State elevation datum on each drawing.
Use official municipal datum of the Town of Addison (Steve Confirm that this is the Datum you want touse) 2.4.9. Furnish to the Engineer, one reproducible transparency and three prints of each drawing. The Licensed Land Surveyor shall sign and seal each drawing and shall certify that,
to the best of the Surveyor's knowledge, information, and belief, all information thereon is true and accurately shown. In addition, the Surveyor shall provide to the Engineer, the survey
information in Autocad Release 2000 or DXF file format for the Engineer's use. ARTICLE 3 -lAND (BOUNDARy) SURVEY Worlc scope includes those items checked below. 3.1. Show boundary lines,
giving length and bearing (including reference or basis) on each straight line; interior angles; radius, point of tangency Town of Addison Survey RFP 3 
and length of curved lines. State on the drawing(s) whether comers were found or set and describe each. 3.2. Confirm or furnish a legal description confonning to the Record Title Boundaries.
Prior to making this survey, the Surveyor shall, insofar as possible, acquire data including, but not limited to, deeds, maps, certificates or abstracts of title, section line and other
boundary line locations in the vicinity. 3.3. Give area in square feet if less than one acre, and in acres to 0.01-acre if over one acre. 3.4. Note identity, jurisdiction and width of
adjoining streets and highways, width and type of pavement. Identify landmarks. 3.5. Plot location of structures on the property and on adjacent property within 50 feet. Dimension perimeters
in feet and decimals to 0.05'. State the character and number of stories. Dimension to the property lines and other buildings. Vacant parcels shall be noted VACANT. 3.6. Show encroachments,
including cornices, belt courses, overhangs, etc., either way across the property lines. 3.7. Describe fences and walls. Identify party walls and locate them with respect to property
lines. 3.8. Show recorded, or otherwise, known easements and rights-of-way; state the owner and the right of each. 3.9. Note possibilities of prescriptive rights-of-way and the nature
of each. 3.10. Note anticipated street widening (s). 3.11. Show individual lot lines and block numbers; show building street numbers if available. 3.12. Give names of owners of adjacent
property. 3.13. Reconcile, or explain, any discrepancies between the survey and the record legal description. 3.14. Provide the locations of all traffic control devices, signal support
systems, traffic control boxes, detector loops, pull boxes and regulatory signs with descriptions to the limits shown on the attached sketch. ARTICLE 4 -TOPOGRAPHICAL SURVEY REQUIREMENTS
All lines of levels shall be checked by separate check level lines or on previous turning points. 4.1. Minimum of one benchmark on site for each four acres; description and elevation
to nearest 0.01'. Town of Addison Survey RFP 4 
4.2. Contours at 1 foot intervals; error shall not exceed one half contour interval. 4.3. Spot elevations at each intersection of a 25 foot grid covering the property where existing
conditions warrant. 4.4. Spot elevations at street intersections and at 25 foot intervals on curb, gutter, back-of-walk, sidewalk, edge of pavement and crown line. 4.5. Plotted location
of structures, above and below the ground, man-made (e.g., paved areas) and natural features; all floor elevations and elevations of each entrance of buildings on the property. 4.6.
Location, size of water and gas mains, central steam and other utilities including but not limited to, buried tanks and septic fields serving, or on, the property. 4.7. Location of fire
hydrents available to the property and the size of the main serving each. 4.S. Location and charecteristics of power and communications systems above and below ground. provide 4.9. Location,
size, depth, material, and direction of flow of sanitary sewers, combination sewers, storm drains and culverts serving, or on, the property; locations of catch basins and manholes, inverts
of pipes, and other pertinent structures (e.g., control structures). Town will available utility documents previously researched. 4.10. Mean elevation of water in any excavation, well
or nearby body of water. 4.11. Flood plain, flood level of streams or adjacent bodies of water and analYSis of site for potential flooding. 4.12. elevation of Locations of any soil borings,
test borings, monitor wells, and the the top of boring caps or monitor well covers to the nearest 0.01'. 4.13. Trees of 4' and over (caliper 3' above ground): locate within l' tolerance
and give species in English and botanical terms. ARTICLE 5 -ADDITIONAL REQUIREMENTS 5.1. The Surveyor shall coordinate as to the set-up of the electronic format, files, and layering
with the Engineer. Standard text height shall be 0.1'; spot grade text height shall be O.OS' ARTICLE 6 -ATTACHMENTS BY THE OWNER 6.1 The approximate limits of the survey area are shown
on on the following attachments: Town of Addison Survey RFP 5 
1. Composite plan of existing street utilities obtained from the Town of Addison Department of Public Works. 2. Assessors Tax Map showing property and limits of proposed survey work.
6.2 The approximate lim its of the survey area are shown on the attached survey and sketch. ARTICLE 7 -ATTACHMENTS BY THE SURVEYOR 7.1 Proposal dated: 7.2 Other (specify): ARTICLE 8
-DELIVERY OF AGREEMENT Upon execution and receipt by both parlies. this document and all attachments listed in Articles 6 and 7 shall form the Agreement between the Owner and the Surveyor.
Agreed and Accepted Signature for: Date Shimek, Jacobs & Finklea, LLP Signature for: Date Town of Addison Town of Addison Survey RFP 6 
AGENDA FOR ARTS AND EVENTS DISTRICT WORK SESSIONS WITH SASAKI ASSOCIATES Three landscape architects from Sasaki Associates will be here on Wednesday and Thursday ofthis week to begin
the 30% design process for the Arts and Events District. We have scheduled several separate meetings in order to help them efficiently gather the site and program infurmation they need.
Below is a schedule for the meetings, including the topic to be discussed and a list ofthose who need to attend. In an effort to use all our time effectively, you only need to attend
the meetings for which you are listed. WEDNESDAY, APRIL 18,2001 Place: Theatre Board Room in the Theatre Centre 8:00 a.m. -10:20 a.m. (Continental Breakfast provided in the Board Room)
Special Events discussion: The Town should provide a detailed programllist of events planned fur the park. It should include parking requirements for support vehicles, size ofvehicles,
and support requirements for events, ie. power, telecommunications, water, etc. Also, infurmation needs to be provided to help program the stage and meeting rooms. Attendees: Ron Whitehead,
Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 10:20 a.m. -1:00 p.m. Field Trip to the Dallas Womens'
Museum in Fair Park. We will take the Rec.Center van down to the Womens' Museum. The Director of the Museum will be there to take us on a tour and answer questions. We are touring the
Museum to see a good example of a flexible, multi-use fucility. The infurmation we get from this trip should help us as we think about the Exhibition Building. Attendees: Ron Whitehead,
Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 1:00 p.m. -1:30 p.m. -Working lunch (box lunches
wiD be provided in the Board Room when we return from the Museum) 
/Work Session on Arts and Events District Page 2 , April18-19,2001 1:30 p.m. -2:30 p.m. Discussion ofArt Process and schedule for selection ofartists/artwork for the entry pylons. Attendees:
Ron Whitehead, Lea DWlIl. Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 2:30 p.m. -3:30 p.m. Discussion
ofproposed programs for the surrounding development parcels on the south side ofthe district (use, square footage, number ofstories, etc.). Also discussion ofa program for the outdoor
care and fuod/beverage kiosk. Attendees: Ron Whitehead, Steve Chutchian, Carmen Moran, Robert Shaw from Amicus Partners, Cindy Harris from Post Properties, Sasaki Group 3:30 p.m. -5:00
p.m. Discussion with Parks Department staffofproposed fucilities management and long term maintenance issues and concerns. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran,
Sasaki Group THURSDAY, APRIL 19, 2001 Place: Stone Cottage, on the grounds ofthe Conference and Theatre Centre 8:00 a.m. -9:00 a.m. (Continental Breakfast provided in the Stone Cottage)
Review ofcivil and engineering drawings provided by City staff. Attendees: Steve Chutchian, Carmen Moran, Sasaki Group 9:00 a.m. -11:00 a.m. Meeting with Shimek, Jacobs, and Finklea
to review design documents for the Addison Road widening and streetscape. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group 11:00 a.m. 12:30 p.m. Tour ofthe Cavanaugh
Flight Museum and lunch at Avanti Euro Bistro Attendees: Ron Whitehead, Bob Phillips, Sasaki Group 12:30 p.m. -2:00 p.m. Review ofcivil and engineering drawings provided by City staffcontinues
with emphasis on utility information 2:00 p.m. -3:30 p.m. 
Work Session on Arts and Events District Page 3 April 18 -19, 2001 Meeting with Jack Wierzenski and Cheri Bush to discuss shared parking arrangements and track crossings for pedestrians
and information concerning the station that will affect future development ofthe district. Also, discussion of potential air rights development over the station and how it might connect
to the district. Attendees: Jack Wierzenski (DART), Cheri Bush (DART), Steve Chutchian, Carmen Moran, Sasaki Group X3:30 p.m. -4:30 p.m. Meeting with Steve Laughlin ofTXU to discuss
availability electricity and gas, and other utilities, including the permitting process for connectious. Attendees: Steve Laughlin (TXU), Steve Chutchian, Carmen Moran, Sasaki Group
4:30 -5:00 p.m. Discussion with Sasaki group as to what further information is needed and tentative schedule for next steps. Attendees: Steve Chutchian, Carmen Moran, Sasaki Group 
AGENDA FOR ARTS AND EVENTS DISTRICT WORK SESSIONS WITH SASAKI ASSOCIATES Three landscape architects from Sasaki Associates will be here on Wednesday and Thursday ofthis week to begin
the 30";0 design process for the Arts and Events District. We have scheduled several separate meetings in order to help them efficiently gather the site and program information they
need. Below is a schedule for the meetings, including the topic to be discussed and a list ofthose who need to attend. In an effort to use all our time effectively, you only need to
attend the meetings for which YOII are listed. WEDNESDAY, APRIL 18,2001 Place: Theatre Board Room in the Theatre Centre 8:00 a.m. -10:20 a.m. (Continental Breakfast provided in the Board
Room) Special Events discussion: The Town should provide a detailed programl1ist of events planned for the park. It should include parking requirements fur support vehicles, size ofvehicles,
and support requirements fur events, i.e. power, telecommunications, water, etc. Also, information needs to be provided to help program the stage and meeting rooms. Attendees: Ron Whitehead,
Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barhara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 10:20 a.m. -1:00 p.m. Field Trip to the Dallas Womens'
Museum in Fair Park. We will take the Rec.Center van down to the Womens' Museum. The Director of the Museum will be there to take us on a tour and answer questions. We are touring the
Museum to see a good example of a fleXlb1e, multi-use facility. The information we get from this trip should help us as we think about the Exhibition Building. Attendees: Ron Whitehead,
Lea Dunn, CbPs Terry, Bob Phillips, Slade Strickland, Barhara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 1:00 p.m. -1:30 p.m. -Working lunch (box lunches
wiD be provided in the Board Room when we return from the Museum) 
Work Session on Arts and Events District Page 2 April 18 -19, 2001 1:30 p.m. -2:30 p.m. Discussion ofArt Process and schedule fur selection ofartists/artwork fur the entry pylons. Attendees:
Ron Whitehead, Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 2:30 p.m. -3:30 p.m. Discussion ofproposed
programs for the surrounding development parcels on the south side ofthe district (use, square footage, number ofstories, etc.). Also discussion ofa program fur the outdoor cafe and
fuodlbeverage kiosk. Attendees: Ron Whitehead, Steve Chutchian, Carmen Moran, Robert Shaw from Amicus Partners, Cindy Harris from Post Properties, Sasaki Group 3:30 p.m. -5:00 p.m. Discussion
with Parks Department staff ofproposed facilities management and long term maintenance issues and concerns. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group THURSDAY,
APRIL 19, 2001 Place: Stone Cottage, on the grounds of the Conference and Theatre Centre 8:00 a.m. -9:00 a.m. (Continental Breakfast provided in the Stone Cottage) Review ofcivil and
engineering drawings provided by City stafE Attendees: Steve Chutchian, Carmen Moran, Sasaki Group 9:00 a.m. -11:00 a.m. Meeting with Shimek, Jacobs, and Finklea to review design documents
for the Addison Road widening and streetscape. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group 11:00 a.m. 12:30 p.m. Tour ofthe Cavanaugh Flight Museum and lunch
at Avanti Euro Bistro Attendees: Ron Whitehead, Bob Phillips, Sasaki Group 12:30 p.m. -2:00 p.m. Review of civil and engineering drawings provided by City staff continues with emphasis
on utility infurmation Attendees: Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group 
Work Session on Arts and Events District Page 3 Apri118 -19, 2001 2:00 p.m. -3:30 p.m. Meeting with Jack Wierzenski and Cheri Bush to discuss shared parking arrangements and track crossings
fur pedestrians and infunnation concerning the station that will affect future development ofthe district. Also, discussion of potential air rights development over the station and how
it might connect to the district. Attendees: Jack Wierzenski (DART), Cheri Bush (DART), Steve Chutchian, Carmen Moran, Sasaki Group 3:30 p.m. -4:30 p.m. Meeting with Steve Laughlin ofTXU
to discuss availability electricity and gas, and other utilities, including the permitting process for connections. Attendees: Steve Laughlin (TXU), Steve Chutchian, Carmen Moran, Sasaki
. Group 4:30 -5:00 p.m. Discussion with Sasaki group as to what further infonnation is needed and tentative schedule for next steps. Attendees: Steve Chutchian, Carmen Moran, Sasaki
Group 
The Womem's Museum Information: Building History Page lof2 • Mission • Foundation for Women's Resources • Museum Hours, Admission and Location • Building History • The Project Team •
National Capital Campaign • Major Donors • Construction Photos • Board Members • Advisory Panel • Staff • Press Comer Home I Events I Inside View I Info I Education I Become Involved
IContact Us I f Corner Information Building History Women's Museum: Institute fo rUllure. will occupy the former Hall inistration (Peter Wolf) buildin! Park in Dallas, Texas. Built in
1910 by C.D. Hill, the building served as Dallas' first Coliseum, being used for livestock auctions by day and opera and sym phony performances by night. In 1936, the building was renovated
I the administrative building for the Te Centennial Exposition. So the buildir complement the Art Deco facilities bE constructed for the Centennial fair, A George Dahl, who oversaw the
1936 renovations, applied a new Art Deco the south face of the building. http://www.thewomensmuseum.org/i_history.html 4/17101 
The Womem's Museum Information: Building History Page 2 of2 A chief feature of Mr. Dahl's "new" Art Deco fa9ade is a mural by Carlo Ciampaglia, which serves as a backdrop to Raul Josset's
sculpture, the "Spirit of the Centennial". This statue depicts a young woman rising from a cactus, a fitting symbol for not only the Texas Centennial but for the museum project as well.
Over time, the historic structure had fallen into a horrid state of disrepair. An extensive renovation and restoration is transforming this 20th Century treasure into a 21st Century
technological marvel. (C) 2<100 The Women's t.tJseum. All Ri!l1to R""",.,..dWoridwida WMWMW~~MWMWMWMW~YMWMWMWMWMWMWMWMWMWMWMWMW~YMWMWMWMWMWMWMWMWM~ http://www.thewomensmuseum.orgltbistory.html
4117/01 
The Women's Museum Information: The Project Team Page 1 of1 • Mission • Foundation for Women's Resources • Museum Hours, Admission and Location • Building History • The Project Team
• National Capital Campaign • Major Donors • Construction Photos • Board Members • Advisory Panel • Staff I Events I Inside View I Info I Education I Become Involved I Contact Us I F
Corner Information The Project Team Renowned architect Wendy Evans Joseph, who served at Pei Cobb Freed & Pari senior designer for the United States Holocaust Memorial Museum, in Washingtc
chiefly responsible for the evolving aesthetic vision of the museum building. Whirlwind & Company of New York has been selected as the exhibit design firm f museum project. With more
than 25 years experience, Whirlwind enjoys a pletho creative genius. Dealey Herndon of Herndon, Stauch & Associates is serving as project's manage F&S Partners, AlA, are serving as the
project's architectural firm. Ie) 2000 The Womeri. I&Jseum. AD Riltll. R ..."",dWorldwideWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMVI http://www.thewomensmuseum.orgii_
team.html 4/17/01 
AGENDA FOR ARTS AND EVENTS DISTRICT WORK SESSIONS WITH SASAKI ASSOCIATES Three landscape architects from Sasaki Associates will be here on Wednesday and Thursday ofthis week to begin
the 30% design process fur the Arts and Events District. We have scheduled several separate meetings in order to help them efficiently gather the site and program infurmation they need.
Below is a schedule for the meetings, including the topic to be discussed and a 1iSt ofthose who need to attend. In an effort to use all our time effectively, you only need to attend
the meetings for which you are listed. WEDNESDAY, APRIL 18,2001 Place: Theatre Board Room in the Theatre Centre 8:00 a.m. -10:20 a.m. (Continental Breakfast provided in the Board Room)
Special Events discussion: The Town should provide a detailed program/list of events planned for the park. It should include parking requirements fur support . vehicles, size ofvehicles,
and support requirements fur events, i.e. power, telecommunications, water, etc. Also, information information needs to be provided to help program the stage and meeting roorns. Attendees:
Ron Whitehead, Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chntchian, Carmen Moran, Sasaki Group 10:20 a.m. -1:00 p.m. Field Trip
to the Da1las Womens' Museum in Fair Park. We will take the Rae.Center van down to the Womens' Museum. The Director of the Musenm will be there to take us on a tour and answer questions.
We are touring the Museum to see a good example of a flexible, multi-use fucility. The information we get from this trip should help us as we think about the Exhibition Building. Attendees:
Ron Whitehead, Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group , 1:00 p.m. -1:30 p.m. -Working lunch
(bOll lunches wiD be provided in the Board Room when we return from the Museum) 
, " Work Session on Arts and Events District Page 2 April 18 -19,2001 1:30 p.m. -2:30 p.m. Discussion ofArt Process and schedule for selection ofartists/artwork for the entry pylons.
Attendees: Ron Whitehead, Lea Dunn, Chris Terry, Bob Phillips, Slade Strickland, Barbara Kovacevich, Rob Bourstrom, Steve Chutchian, Carmen Moran, Sasaki Group 2:30 p.m. -3:30 p.m. Discussion
ofproposed programs for the surrounding development parcels on the south side ofthe district (use, square fuotage, number ofstories, etc.). Also discussion ofa program for the outdoor
cafe and foodlbeverage kiosk. Attendees: Ron Whitehead, Steve Chutchian, Carmen Moran, Robert Shaw from Amicus Partners, Cindy Harris from Post Properties, Sasaki Group 3:30 p.m. -5:00
p.m. Discussion with Parks Department staff ofproposed facilities management and long term maintenance issues and concerns. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran,
Sasaki Group THURSDAY, APRIL 19,2001 Place: Stone Cottage, on the grounds ofthe Conference and and Theatre Centre 8:00 a.m. -9:00 a.m. (Continental Breakfast provided in the Stone Cottage)
Review ofcivil and engineering drawings provided by City staff. Attendees: Steve Chutchian, Carmen Moran, Sasaki Group 9:00 a.m. -11:00 a.m. Meeting with Shimek, Jacobs, and Finklea
to review design documents for the Addison Road widening and streetscape. Attendees: Slade Strickland, Steve Chutchian, Carmen Moran, Sasaki Group 11:00 a.m. 12:30 p.m. Tour ofthe Cavanaugh
Flight Museum and lunch at Avanti Euro Bistro , . . Attendees: Ron Whitehead, Bob Phillips, Sasaki Group 12:30 p.m. -2:00 p.m. Review ofcivil and engineering drawings provided by City
staff continues with emphasis on utility information 2:00 p.m. -3:30 p.m. 
Work Session on Arts and Events District Page 3 r I' 0: April 18 -19, 2001 Meeting with Jack Wierzenski and Cheri Bush to discuss shared parking arrangements and track crossings for
pedestrians and information concerning the station that will affect futnre development ofthe district. Also, discussion of potential air rights development over the station and how it
might connect to the district. Attelldees: Jack Wrerzenski (DART), Cheri Bush (DART), Steve Chutchian, Carmen Moran, Sasaki Group 3:30 p.m. -4:30 p.m. Meeting with Steve l,aughlin ofTXU
to discuss availability electricity and gas," and other utilities, including the permitting process for connections. Attendees: Steve Laughlin (TXU), Steve Chutchian, Carmen Moran, Sasaki
Group 4:30 -5:00 p.m. Discussion with Sasaki group as to what further information is needed and tentative schedule for next steps. Attendees: Steve Chutchian, Carmen Moran, Sasaki Group

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