· t," . )' . 
􀁾 The Rink in Addison t) TIM BEST GENERAL MANAGER PRIVATE INSTRUCTOR .-,' IIM@THtRlNKINAOOlSON.COM V: 912·96(}..PJNK f:912-991-RlNK Brian Schwartz Presidt'llt *NORTHSTAR MORTGAGE CORPORATION
Office (972) 267·9000 ext. 2:) 17760 Preston Road En: (972) 267·1107 D.,llas, TX 75252 email: bsdtwftz@airmail.net 
:,.. :..􀁾.. :-o 􀁾􀀠 "Q) :> Q) .. 􀀬􀀮􀁾􀁾􀁾􀁾􀀭􀀮􀀢􀀠 • , 'D::I 􀁬d􀁾􀁡􀁬,􀁩􀀭􀀷􀀠""-.. !!!!!-II III(1I1III .:-:I .U. Q) '· .-r.'...c., ,.., 􀁾􀀠Ir1'.1..I, I I C)::I> ", '" 'J \' I11III
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􀀢􀀮􀁾􀀠 􀀢􀁾.." ("--. City of McKinney 222 N. Tennessee McKinney, TX 75069 972·547·7420 www.mckinneytexas.org 
Dear Resident: , y is about to The City of McKtntnreuction of a , the cons begIn , neighborhood as street tn 􀁹􀁯􀁵􀁾􀀠 Infrastructure 􀁰􀁡􀁲􀁾􀀠 ,of t 􀁾􀁩􀁉􀁉􀀠work with the InitiatIVe.
We 0 minimize the contracto.r t This brochure inconveYllence. d to provide has been 􀀬􀁰􀁲􀁾􀁐􀁦􀀺􀀺􀁭􀁡􀁴􀁩􀁯􀁮􀀠 about . some 􀁢􀁾􀁓􀁉􀁃􀀠 tnd to let yoU knoW the project an hoW to
contact us. d the contractors City staff 􀁾􀁮􀀠 dvance for your 􀁴􀁨􀁡􀁾􀁫􀀠yoU tn :" look forward to patience: We thiS project in a completlYlg We hope you will , ely manner. tim d
'th the results. be please WI Sincerely, Larry Robinson City Manager Q. What is the Infrastructure Initiative? A. The Infrastructure Initiative is a program undertaken by the City to
rebuild streets, water mains and sanitary sewer mains and improve drainage in the portion of McKinney east of U.S, 75. The first phase of the program was approved by the voters as part
of the 1999 Bond program for a total cost of $16.4 million. This first phase will construct 16 projects identified by the Infrastructure Advisory Committee in 1998. As part of the 2002
Bond Program, approximately $31.5 million has been set aside for the second phase of the Infrastructure Initiative. Q. What type of construction will occur here? A. Infrastructure Initiative
projects may include: • Upgrading the existing water and sanitary sewer lines. • Constructing storm drainage systems. • Re-building the pavement, driveway approaches and sidewalks along
the street. Q. Will I have access to the main cross roads? A. Intersecting streets are typically kept open to traffic and for parking during paving operations. In certain circumstances,
the intersections may be reduced to one lane for paving work. Minor cross streets may be temporarily dosed to through-traffic to allow for continuous paving. 
One of the first Infrastructure Initiative projects, Wilson and Moore Streets, included upgrading water and sewer lines, concrete streets and improving drainage along the road. Q. How
will the weather affect the construction project? A. Construction activities can only take place in dry conditions. Rain will cause work to be interrupted. Excessive rain may cause significant
delays while the construction site dries sufficiently to allow equipment to proceed effectively. Q. What hours will work occur? A. Standard construction hours are 7 a.m. to 5 p.m., Monday
through Friday. In certain circumstances, these hours may be extended with the approval of the City of McKinney. If bad weather or other factors have caused delays, weekend hours may
be permitted to make up for lost time. Q. Will my utilities be disrupted? [ A. Disruptions to utility services are 􀀬􀁾􀀠 inevitable because the projects involve connecting new systems
to existing seNice mains or individual homes; however, every reasonable effort to minimize inconveniences will be made. Residents will be notified of any planned disruptions so that
alternate arrangements may be made. . OccaSionally, contractors accidentally break a water main. This requires an immediate system shutdown, without notice to the customers. It is wi
se to have some water available in the event this occurs. Q. How will construction affect my trash pick-up? A. In the event that the City's garbage collection contractor (lESI) cannot
access your street, the construction contractor will be responsible for moving the garbage receptacles and recycle bins to a cross street where collections can be made. The contractor
will also move the containers back to the appropriate houses. To facilitate that process, please make sure you label your containers and recycle bins with your address. For more information,
please call the City's Solid Waste Coordinator at 972-547-7385 or IESI at 972-562-9844. Q. Will Police, Fire and EMS have access to my house in the event of an emergency? i: 1 j A. Yes.
Police, Fire and EMS service will have emergency access throughout the construction phase. i 
Q. Will I always have access to my Q. How will this construction affect property? school bus routes? A. Continuous access to private property will be maintained to the extent possible.
At some point during the project, access will be limited, requiring residents to park on a street near their property rather than in their driveway. These periods will be limited in
frequency and duration, and the residents will be notified in advance of this happening. 􀁾􀀮􀀠What should I do if my property IS damaged? A. Any damage to private property such as walkways,
driveways and landscaping should be reported to the City of McKinney Engineering Department. They can be reached by calling 972-547-7420. Any damage caused by construction activities
will be corrected. Q. How much is this construction going to cost me? A. The adjacent property owners will not be responsible for a paving assessment. This program is funded entirely
through the City of McKinney. A. The McKinney ISD will be notified of all pending construction projects so that alternate bus routes and stops can be developed and announced in advance.
Some routes may need to be changed, requiring students to walk to alternate bus stop locations outside of the construction zone. Q. How do I make arrangements for access if I have special
needs? A. Special needs for physical disabilities should be reported to the City of McKinney Engineering Department at 972-547-7420. Reasonable accommodations for individuals with physical
disabilities affected by the construction will be made by the City and the construction contractor. Q. Whom do I call if I have questions about the construction project? A. You may call
the City of McKinney Engineering Department at 972-547-7420 for any questions or concerns about a current or future construction project. Q. How long will construction take? A. Construction
time varies, depending on the project length and complexity. An average project takes approximately 8 months. 
DATE SUBMITTED: AJlIiI4,:!005 FOR COUNCIL M£EllNG: April 12, 2005 Council Agenda ltem:, __ SUMMARY: This item presents an update to the funding status ofthe Arapaho Road Extension project.
FINANCIAL IMPAcr: To fund the Arapaho Road Extension project to completion, bond construction funds that had been allocated to other projects may have to be used for Arapaho Road. There
would be no net financial impact associated with transferring ofbond funds from one project to another, BACKGROUND: Council awarded the construction bid to Archer-Western for the fina1
phase ofthe Arapaho Road Extension project last June in the amount of$16.7 million, At the time ofthe award city staff'presented a budget that would accommodate the award and establish
a contingency of $1,3 million. At that time, the contingency was not assigned to any particular purpose but was anticipated for utility relocations, railroad crossings, construction
change orders, contractor incentive payments, and other unexpected expenses. Over the past two months, staff has identified a number ofexpenses that, in total, will exceed the contingency.
These are: Utility relocations agreements with TXU and SBe were as anticipated Construction change orders these are difficult to predict but are not unusual, with the exception ofthe
bypass ofthe Farmers Branch Water Main Expanded scope ojengineering services the size and complexity ofthe project required an expanded scope ofinspection services by the engineer Construction
incentive payment staffhas been told that the contractor has added crews in order to complete the job ahead ofschedule and receive incentive Miscellaneous expenditures to date these
are limited to legal fees associated with appeals to the immineut domain acquisition ofright-of-way Railroad crossings the project includes two crossings that staffthought would not
exceed $600,000; the railroad has submitted a much greater bid $ 321,950 518,160 149,000 300,000 30,000 1.300,000 TOTAL $2.6]9110 This amount nut only is more than the contingency, but
it also exceeds allocated funding by almost $l.l million. RECOMMENDAll0N: To address the $1,1 million shortfaIl, staff recommends using the following available funds, as ranked by priority:
1) Future interest earnings from invested funds $ 50,000 2) Shifting of2006 bond proceeds from Midway Road Rehabilitation 500,000 3) Shifting of2006 bond proceeds from Arapaho RoadlIollway
Intersection 750,000 4) PoteutiaI Beltline Resurfacing savings 100,000 TOTAL • $ 1,400,000
ARAPAHO ROAD PHASE III FUNDING UPDATE Updated March 24, 2005 Project Balances as of December 31, 2004 Commonts Fund 41 • Street Capital Project Fund $ 1,247.842 FUnd 46· 2000 Capital
Project FUnd FUnd 44 • 2002 Capitol Project Fund 803,744 Fund 47 ·2004 Capital Project Fund 11,990,624 ToIBI project Balaness $ 14,042,210 $ 12,028,332 Per 12120/04 Invol<;o • Orfglnal
contract was $16,702,576.42 pius $8,509JlO change order, HNTB Design COntroct 58.361 Per 1OJ15104lnvolce 􀁾􀀠Not recelved and paid until February 2005. HNTB Conotructlon Inopecllon Contract
310,310 Par 01/28105Invol<;o -Involca .... for $124,376,16 going back 1001/23/02111 HNTB Landscape ArehKecture COntroct 4,365 Per 04/09104 Inv_· Remaining of original 567,291 COI'ltract.
HNTB Shop Drawing Contract 55,964 '" Contract approved by COuncil In August 2004. URS Bl1dge Shop Drawing Conlract 20,688 •• Contract for $24.900 approved by staff. 12,476,020 :UIUU.l;tIIU;
160,750 ____ I <7 1'0 lange Orders #2 & 3 262,950 􀁟􀁾􀀿􀀬􀀻􀁉 D ) rt/" TXU eloctl1cUU1l1y Ra_ SBC UWIIy ReIocaUon 39,000 Farmers Branch water WOO Re[ocatIon 107,410 ... Increased by
$18.690 due to unexpected Increase In material cost. 590,110 AddiHonaI Work ldanlllled: Archer Western InCE'mtNe Payment 300,000 Future Aretter Westem Change Ordara 250,000 HNTB AddKlonai
C_trucIlon Inspection 􀁾􀁉􀁳 amount reduced from $269k. DGNO Railroad Crossing WIgal faa. Aaooclatsd _ Conte.ted ROW )tvfLe.J J (Jc.d_td"v'iII ? ToIlJl Project ReqUirement $ 15.095.130
Project Balance $ (1,052.920) Potenllal Reaouroee • Prfonllz!ld: 1) Future Int....t Eamlngs 50,000 2) 2006 Bond sale Midway Road RehabilltaUon 500.000 Leeve. $250k for ",hab work. 3)
2006 Bond Sala· Arapaho Rd, TolhYay Inte...ctlon 750,000 4) Belulno Reaurfeclng savings 100,000 COnsarval!va ..Umate, may approach $SOOk, 5) South Quorum/Inwood Road Park 518,290 ldenttfted
as possbBe source of Fairfield development commftment 6) 2006 Bond Sale • BeK Una SPUI Revl.ed: 2:45 PM 
PUBLIC WORKS DEPARTMENT (972) 450-2871 􀁩􀀡􀀮􀀡􀁩􀀡􀁩􀁩􀁩􀁩􀁩􀁾􀁩􀁩􀁩􀀡􀁩􀀡􀀡􀀡􀀡􀁩􀀡􀀡􀁩􀀡􀁟􀁩􀁬􀀡􀀡􀀡􀁩􀀡􀂮􀀠 Post Office Box 9010 Addisonl Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠 16801 Weatgrove
March 24, 2005 Mr. David Eyerroann D.G.&NO 403 International Pkwy., Suite 500 Richardson, Texas 75081 Re: Arapaho Road Quiet Zone Crossings Dear Mr. Eyermann: The Town of Addison received
your estimate of cost, in the amount of $ 1,300,000, fur the proposed installation oftwo quiet zone type crossings on our Arapaho Road project. As you discussed with our Assistant City
Manager, Chris Terry, and in the interest of attempting to obtain a more competitive bid for the improvements, we are respectfully requesting that this work be re-bid with other contracting
companies. It is the desire ofthe Town to work diligently with DGNO to install rail crossings that provide optimum facility maintenance and safety to the general public. Your assistance
in re-bidding the improvements will also greatly help the Town's budgetary constraints constraints on this project. Your consideration and attention in this matter is very much appreciated.
Sincerely, 􀀮􀁾 1. tkL-: Steven Z. 􀁾􀁴􀁣􀁨􀁩􀁡􀁮􀀬􀀠P.E. Assistant City Engineer 
7(J! (:omnwJ"(\' Sln'.'i I : I t:' Ii jI =I ARCHITECrS ENGINEERS PLANNERS .>Hil" 􀁾􀁉􀁊􀁦􀁉􀀠 􀁊􀀩􀀢􀁉􀁬􀁴􀀯􀀮􀁾􀀮􀀠n'.WIS "'52U.1 (21--1) 7·fc'f-/NWI l'ax{21'l) 􀁾􀂷􀁩􀁊􀀭􀀭􀀯􀁉􀁬􀀸􀀺􀀡􀀠
May 19, 2004 Town of Addison Public Works Department 1680 1 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Attn: Mr. Jim Pierce ARAPAHO ROAD PHASE 111111 Certificates of Insurance
Dear Mr. Pierce: In accordance with the provisions of the agreement with the Town of Addison, we are enclosing Certificates of Insurance for May I, 2004 to May 1, 2005, conforming to
the requirements of the agreement. These are forwarded for your information and file. Should you have any questions or comments, please do not hesitate to calL Very truly yours, HNTB
CORPORATION 􀁾􀁣􀁊􀂷􀁾􀀠 Benjamin J. Biller, P.E. Vice President, Central Division BIDietb Enclosure T J),' If .\' J'/I C I) III (! (f )I i (! S 01'1'1/􀁬􀁾􀀧􀀠 \lJ.' \,PBI \, \'\ \".\.1'(
􀀩􀀡􀀮􀁬􀁾􀀮􀀠 :;\;), 􀁜􀁲􀁾􀁘􀀧􀁔􀀮􀁜􀀮􀀠(; \ \I-,n'" n h\TO', R'-n \,1.. u. 􀁈􀀰􀁾􀁉􀁙􀁊􀀺􀁜􀀠 􀁾􀁌􀁜􀀮􀀠U;.\!<1.FYiO":. v:. nIARt::"1"O;':, ,,'t-, ullC\0() It, n,f\TI 􀁾􀀢􀁪􀀩􀀮􀀠011,
r'IU 􀀱􀀱􀁬􀀱􀁩􀁾􀀮􀀠 011 􀁊􀁬􀀮􀁜􀁌􀁉􀀮􀁜􀁾􀀠 l" 1)1 \\ Ht Cd. IIUII'>Jr ,Ill fl.KI:<O:-. lIT. FT '.\'<)ltT'; TX. ,;\Inn;,m, n 􀁉􀁉􀁋􀀬􀀬􀁾􀁜􀁪􀁬􀁌􀁛􀀬􀀠SY H0nif0,\ TX 􀁉􀀢􀀬􀀩􀁌􀁜􀀧􀁁􀀺􀀧􀁜􀀩􀁕􀁾􀀠
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h.Y 􀁜􀀡􀁜􀁄􀀡􀁾􀀨􀁽􀀧􀀢􀀠 ,,;:, \11\"11. FL :>.Hl\>.:\L·KEE \\-1. \W,'>fkP01Ji,:"N 7>;A'-IIY1Ur.. IX, >'VY \"016, >'1". 01"" y"p \., rll(.\")1, :/)1 ). Ti' (\ Oil) \,,,1),) H (A FKIM\
\'P 1'-\1:" 􀁉􀀭􀀮􀁾􀀠 I'IiILI:)I-'1 :,1.\. r.\, PORT. -1,',1). \:r, I'OP.l'U:,U OJ: '" 􀁜􀁾􀁦􀀮􀁨􀀭􀀬􀁽􀁌􀀺􀀭􀀭􀀺􀁲􀀮􀀠 <T llT 'n., \10, ;,\Ll L\M: {.rn l"'f '.\\' \' Ti),,(), r:.;,,"\;'
IlI.P'ql\OI,'" CI. 5'" n!\'\u"'o ( I. 􀁾􀀠I.'> 1<),1. C-\. 􀁾􀀱􀀧􀀬􀁲􀁲􀁬􀀧􀀡􀀬􀁌􀀠 \\.\ '!.\;"!P.\ f'. :-nT,FIi-C. nil \"W'..;--"I. 􀁜􀁜􀀬􀁜􀀮􀁾􀁉􀁦􀀡􀁍􀁩􀁔􀁏􀁜􀀬􀀠LV": 25768 
ACORD... CERTIFICATE OF LIABILITY INSURANCE I r:D./A':Tl.E/{ jlMLlMiDDJ'tY) THIS CERTIFICATE IS ISSUED AS A MATTER 􀁏􀁆􀀮􀁬􀁎􀂣􀁾􀀡􀀢􀀬􀁁􀁔􀁉􀁏􀁎􀀠 ONLY AND CONFERS NO RIGHTS UPON THE
CERTIFICATE Lockton Companies PRODUCER 􀁾􀁐􀁽􀁦􀁾􀁾􀁈􀀱􀁈􀁉􀁓􀀠CERTIFICATE DOES NOT AMEND. 􀁅􀁘􀁔􀁅􀁾􀁄􀀨􀀩􀁾􀁒􀀠 444 W. 47'" Street. Suite 900 . E.ELBY THE POliCIES BEl Kansas City.
MD 64112-1906 INSURERS AFFORDING COVERAGE rJ:l1 r:.\ ar:.ru:innn INSURED JNSURERA: ,CASUALTY Co. HNTB Corporation INSURERa, (VlCTORO. SCIDNNERER) 5910 W. Plano Parkway. Suite 200 1NS1IRFRC'
Plano, TX 75093 , ,.. COVERAGES' PC THE POUCIES Or INSURANce. LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NArJlEO ABOVE FOR THE POUCY PERIOD lND1CATEO. NOTWITHSTANDING ANY REQUIREMeNT.
TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WiTH RESPECT TO WHICH THIS CERTiF1CATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POlICIES DESCRIBED HEREIN IS SUBJECT
TO AlL THETERMS,EXCLUSIONS AND CONDITIONS OFSUCH 􀁾􀁷􀀧􀁾􀁾􀁾􀁾􀀧􀁾􀁾􀀮􀁟􀀢􀁾􀁾􀀢􀁾􀁟􀀮 f 􀁭􀁭􀁅􀁏􀁆􀁉􀁎􀁓􀁕􀁒􀀮􀁕􀁊􀁾􀀠 I PnlICYN MBeR 􀀧􀁴􀁩􀁽􀁾􀁲􀁅􀁆􀁆􀁅􀁃􀁔􀁎􀁅􀀠 􀁭􀁾􀁾􀁾 EXPIRATION
UMI . lIABIL.ITY , EACH OCCURRENCE • MMeRClAL GENERAL UAllllflY I NOT APPLICABLE FIRE DAMAGE fAnv one fire) • ct.AIMS MADE 0 OCCUR i MEO EXP {An I or .."",1 • f-I PERSONAL,& AOV INJURY
• '. • GENERAL • 􀁮􀁬􀁁􀁇􀁇􀁒􀁅􀁮􀁾􀁾􀁁􀁐􀁮􀁐􀁅􀁒􀀺 i j PRODUCTS. COM·P/OP AGO " : I PO! ICY J LOC ' 􀁾􀁔􀁏􀁍􀁏􀁂􀁬􀁌􀁅􀀠LIABILITY NOT APPLICABLE 􀁾 $ -ANY AUTO -ALL OWNED AUTOS BOOILY
lNJURY SCHEDULED AUTOS (per pen;,on) .$ --HIRED AUTOS BODlLY·INJURY NON· OWNED AUTOS (Per tlCI'.lident} .$ l-I(Per ,acc:jdenll I $ RRAGE LIABILITy AtrrO ONLY. EA ACCIDENT " ANY AUTO
NOT APPLICABLE OAAr.c I OTHER THAN I AUTO ONLY: AGG • EXcESS LIABILITY EACH OCCURRENCE 􀁾􀀠 POCCUR 0 CLAIMS MADE NOT APPLICABLE AGGREGATE " h DUM8RELLA I 􀁾 OEOUCTIBLE 􀁆􀁏􀁾􀁍􀀠 I "
I RETENTION 􀁾􀀠 i " WORKERS COMPENSATION AND NOT APPLICABLE 􀁉􀁦􀁲􀁩􀀻􀀬􀁾􀁓􀀢 EMPLOYERS'LlAB1LtTY EL DISEASE. EA EMPLOVE! • E.l. DISEASE 􀁾􀀠POLICY LIMIT I", A OTHER PROFESSIONAL LIABILITY
EXN 008213985 5/1/04 511105 $1,000,000 per claim & the annual aggregate for all projects DESCRIPTION OFOPERATIONS/lOCATIONSNEHICLESlEXCLUSIONSADDED BY ENDORSEMENT/SPECIAL PROVISIONS
HNTB Job 25768; Arapaho Road Extension -Phase 111111 '''nI 􀁮􀁾􀀱􀀾􀀠 I I .INSU."", ATIt'''1 SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEfORE THE EXPIRATION Town of Addison
DATE THEREOF, THE ISSUING INSURER WILL 􀁅􀁎􀁏􀁅􀁁􀁾􀁍􀁁􀁬􀁌􀀮􀀮􀀮􀀮􀀮􀀮􀁬􀁌􀀠DAYS WRITTEN Public Works Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Bi!+ JiIlIlIlAIi:;O
00 so SHAJ.b P.o.. Box 144 􀁾􀁉􀀮􀁉􀁑􀀴􀁔􀁉􀁃􀁎􀁃􀁒 LIAIlIUTVQI'" JiWi KftlC !'POfoflMii ItIS"RIiR. Irs 􀁁􀁾􀁅􀁦􀁡􀁓􀀭􀁏􀁒􀀠 Addison, TX 75001 R6P1Uii.s6.':JIlI:r:AliiS AUTHORIZED REPRESENTATIVE
􀁾 g /• ACORD2S.$ (7/97 􀁦􀀧􀂫􀁾􀁾􀀮􀁳􀁮􀁳thb! (..tmeeu, <0l\Il.,. tNfUnbflfhMd in 􀀱􀁨􀁯􀁴􀀢􀁦􀀧􀁲􀀨􀀡􀁾􀁴􀁉􀀧􀀢􀀠fiUlkN'l *'>oil. JUJd IP9dtJ11'Mo client eOde 'HMTCOOt', '" ACORD CO'RPORATION
1988 
IMPORTANT If the certificate holder is an ADDITIONAL INSURED. the policy(ies) must be endorsed, A statement on this certificate does not Confer righls to Ihe certificale holder in lieu
of such 'endorsement(s), " If SUBROGATION IS WAIVED, subject to II", terms and conditions of the policy, certain policies may . require an endorsem!,n!. A statement on this certificate
dOes not confer rights to the certificate' holder in lieu of such endorsement(s'. DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract
between the issuing insurer(s), aulhorized representative or producer, and the certificate holder, nor do.es it affirmatively or negatively amend, extend or alter the coverage afforded
by the policies listed thereon. 􀁾􀁃􀁏􀁒􀁏 25'S (1/97) 
PAVING, UTILITIES, SIGNALIZATION, AND STREETSCAPE BID SCHEDULE SUMMARY ARAPAIIO ROAD -PHASE ill MARSH LANE TO SURVEYOR BOULEVARD ENGINEER'S ESTIMATE Bid Schedule & Description Total
Amount Materials & Services I. II. III. V. VI. VII. VIII. Roadway Improvements Utility Improvements Signalization and Lighting Bridge Bridge Lighting Streetscape Alternate Bid $ $ $
$ $ $ $ 4,829,680.00 3,535,497.00 863,720.00 4,415,891.40 641,678.25 1,661,204.65 339,830.00 TOTAL BID FOR SCHEDULES I -VIII $ 15,947,671.30 1 of 1 -Summary 
May 26, 2004 3:00pm, Pre Bid 􀁍􀁥􀁾􀁴􀁩􀁮􀁧􀀠Sign in Sheet 􀀰􀀴􀁾􀀲􀀲􀀠Araoaho Rd Phase III 
May 26, 2004 3:00pm, Pre Bid 􀁍􀁥􀁾􀁴􀁩􀁮􀁧􀀠Sign in Sheet .... • __ I U -'1""__.,_ 􀁾􀀠 '" ..._--"'J ,.---, Add 3 Company Name Phone Fax NAlil3 -:J-erN/􀁦􀁉􀀮􀁯􀁻􀁤􀁾􀁲􀀠 -&-£4 til
rU Ce. -(jy-g l1--:r.f1..(,m . {fJ!{!f.-lJ.}3 I{9)1'611-'-233 'f ;'\1\ 1(.11 -:rCA y \-khc.1:el1. 011-577-04:5S 􀀸􀁲􀀷􀀭􀁾􀁾􀀻􀁲􀀭􀁯􀁓􀀷􀀷􀁟􀀠 0u-l1.' 􀁯􀁾􀀠 t\11:. s.>"" 􀁾􀀢􀁉􀁩􀀧􀀭
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-;2.ir!.{.' Iq72. c[;'-?>.. ..!2?37 􀁾􀀧􀁉􀁉􀁬􀀠4. iJ..,,; 􀁾􀀷􀁊􀁁􀁊􀁎􀀱􀀠 .. A rn ..􀁦 􀀯􀁾 rL$ 1/7:2 -¥5tJ-::zR7'? --)..{f37 -. -.. . ..-l-I-f_. ··c I--􀁾􀀠 􀁾􀀠--------.
TRANSMITTAL OF ADDENDUM ****************•••********************************************************** IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the form below, please FAX to
(972) 450-7096 upon receipt and Acknowledgemeot ofAddenda on outer eovelope ofbid. ***•••*****************************•••**************************************** Addendum Acknowledgment
Should be faxed to (972) 450-7096 I Acknowledge the receipt of Addendum No.: 3 notice Total # Pages: (2) + CD Town of: ADDISON, TEXAS Project Name: 04-22 Arapaho Rd Phase m By Facsimile
Transmission on this date: May l!6, 2004 The undersigned bidder hereby certifies that Addendum No.3 notice bas been incorporated into the proposal and ifaccepted becomes part ofthe contract
Company Name: 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 Signed By (print name): 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 Signature: 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 Date: Phone No: PLEASE SIGN a FAX THIS PAGE
BACK TO TOWN OF ADDISON (As verification that you received tbis update) 972-450-7096 Town of Addison Bid 04-22 Arapaho Rd Phase m, addeodum 3 notice May 26, 2004 
Bid 04-22 Arapaho Rd Phase m ADDENDUM NO.3 notice Bid Due: Monday, June 7, 2004 @2:00PM Addendum 3 CD will be available at the Pre Bid meeting, Wednesday May 26, 2004 @3:00pm, Town ofAddison
Service Center, 16801 Westgrove Dr., Addison. TX 75001. Addendum 3 CD will also be available from Town ofAddison Purchasing Office, 5350 Belt Line Rd, Addison, TX 75254. Ifyou want Addendum
3 CD mailed to you, Please send request by email to: msuh@ci.addison.tx.us or fax at 972450-7096. Please provide Fed Ex or Airborne Express account number to pay for shipping with the
following information: Company Name Address Phone,Fax Contact Person and email address All updates and addendum notices wiD be posted on www.cLaddison.tx.us under Purchasing or www.demandstar.com.
ACKNOWLEDGED BY BIDDING CONTRACTOR: _____________________ Dare: ____ Bid 04·22 Arapaho Rd Phase IlI, addendum 3 notice May 26,2004 
TRANSMnTALOFADDENDUM *****************************.**********************•••••••••**.***********••• IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the form below, please FAX to (972)
450-7096 upon receipt and Acknowledgement ofAddenda on outer envelope ofbid. .*** ••••••••••••••••••• ***••••*****•••****•••***.**** •• **••••••••••***•••****. Addendum Acknowledgment
Should be faxed to f972} 450-7096 1Acknowledge the receipt ofAddendum No.: 2 Total # Pages: 2 Town of: ADDISON, TEXAS Project Name: 04-22 Arapaho Rd Phase ill By Facsimile Transmission
on this date: May 19, 2004 The undersigned bidder hereby certifies that Addendum No.2 has been incotpOrated into the proposal and ifaccepted becomes part of the contract. Company Name:
Signed By (print name): Signature: Date: PboneNo: 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 PLEASE SIGN" FAX THIS PAGE ,. BACK TO TOWN OF ADDISON (As verification
tbat you received this update) 972-450-7096 Bid 04-22 Anlpaho Rd Phase m, addendum 2 May 19
,2004 Town ofAddison Bid 04-22 Arapaho Rd Phase In ADDENDUM NO.2 Bid Due: Monday, June 7, 2004 @2:00PM Bid Advertisement will be posted in the Legal Section ofthe Dallas Morning News
May 20, 2004 and May 27, 2004. Another MANDATORY Pre Bid Meeting has been scheduled for Wednesday, May 26, 2004 at 3:00PM, Service Center, 16801 Westgrove Dr. Addison, TX 75001. Ifyou
attended the Pre Bid Meeting on May 17, 2004 you are not required to attend. It is MANDATORY you attend at least one of100 pre bid meetings. All updates and addendum notices will be
posted on www.cLaddison.tx.us under Purchasing or www.demandstar.com . ACKNOWLEDGED BY BIDDING CONTRACTOR: _________Date: Bid 04·22 Arapaho Rd Phase III, addendum 2 May 19,2004 
ADVERTISEMENT FOR BIDS Bid # 04-22 The Town ofAddison is requesting bids for Arapaho Rd Phase ill, Bid No. 04-22. MANDATORY Pre Bid meeting May 17, 2004 2:00pm or May 26,2004 at 3:00pm
at, Service Center, 16801 Westgrove Dr. Bids will be accepted until 2:00 PM Monday, June 7, 2004 at the office of the Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas 75254
at which time they will be publicly opened and read aloud. Late bids will not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any formalities
and to reject any or all bids and to select the bid deemed most advantageous to the City. Bid information is available on www.demandstar.com. 
Steve Ch!.ltchian From: Randy Moravec Sent: Tuesday, May 18,20043:37 PM To: Mike Murphy; Bryan Langley Cc: Chris Terry; Steve Chutchian; Jim Pierce; Carmen Moran Subject: RE: Arapaho
Phase III Mike, Please provide me an estimeted draw-down schedule of the project. Also, our next bond issue was scheduled to be $15.125 million with $6.5 million going to Arapaho Phase
III and the remaining for Belt Line Road Streetscape. Could you please let me know whether we are ready to sell bonds for the Belt Line project? Better yet, could you redo the 2000 GO
Bond Program chart to reschedule application of bond proceeds for the next 1-3 years? Give me a call if you have any questions regarding this request. I will also be sending you an update
on our capital project funds through March in the next couple of days. THANKS!II Randy --Original MessageFrom: Mike Murphy Sent: Tuesday, May 18, 20042:23 PM To: Bryan Langley; Randy
Moravec Cc: Chris Terry; Steve Chutchlan; Jim Pierce Subject: Arapaho Phase III Randy, Bryan, As you know we are In the home stretch of starting construction on Arapaho Road Phase III.
It is our goal to sward the Road and Bridge construction contract during our June 22nd Council Meeting. Therefore, please make whatever arrangements necessary to begin process to acquire
remaining Arapaho Road Bond Funds. Please let me know what me or my staff can do to assist. Although I 􀁤􀁯􀁮􀁾􀀠know how much will be requested on a monthly basis, I would guess that
payments would be made in range of half million dollar to million dollar Increments over an eighteen month period. Thanks. Call with any questions. 1Jti4e Michael E. Murphy, FE Director
of Fublic Works (972) +50-2878 Wort. (21 +) 2 15-' 2.80 Mobile (972.) +50-28'77 Fax E-Mail: mmurphg@ci.addisontx.us 1 
Town of Addison Bid 04-22 Arapaho Rd Phase m ADDENDUM NO.1 ************Bid due date bas cbanged************** Bid Due: Monday, June 7, 2004 @2:00PM ACKNOWLEDGED BY BIDDING CONTRACTOR:
________Date: Bid 04-22 Arapaho Rd Phase III. addendum 1 
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TRANSMITTAL OF ADDENDUM
IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the form below, please FAX to (972) 450-7096 upon receipt and Acknowledgement ofAddenda on outer envelope ofbid. Addendum Acknowledgment
Should be faxed to (972) 450-7096 1 Acknowledge the receipt ofAddendum No.: 2 Town of: ADDISON. TEXAS Project Name: 04-22 Arapaho Rd Phase In By Facsimile Transmission on this date:
May 17, 2004 The undersigned bidder hereby certifies that Addendum No.1 has been incorporated into the proposal and if accepted becomes part ofthe contract. Company Name: Signed By (print
name): Signature: Date: Phone No: PLEASE SIGN &FAX THIS PAGE BACK TO TOWN OF ADDISON (As verification that you received this update) 972-450-7096 Bid 04-22 Arapaho Rd Phase llI, addendum
1 
I Steve Chutchian From: Jerry Holder [JHolder@HNTB.coml Sent: Monday, March 22, 2004 11:19 PM To: Steve Chutchian Cc; Jim Pierce; Mike Murphy; Luke Jalbert; Jenny Nicewander Subject;
RE: Arapaho Rd., Phase III A. No, we have not investigated this. We have environmental staff that can do this. If you think this is appropriate, let me know and I will take them out
to the project site so they can develop a scope and fee for you. B. We will have two individuals review the plans. I will be one of these, the other will be someone that has not worked
on the project•••possibly from our San Antonio office. The other check we will do will be a quantity notebook check. I have found that if we get the quantity notebook correct, that is
the best Quality Assurance check we can do. If the quantities are correct, the plans are usually correct. We will provide you with a copy of the quantity notebook with our checks. Jerry
-----Original Message----From: Steve Chutchian [mailto:schutchian@ci.addison.tx.usJ Sent: Monday, March 22, 2004 1:19 PM To: Jerry Holder Cc: Jim Pierce; Mike Murphy; Luke Jalbert Subject:
Arapaho Rd., Phase III Jerry: I have a couple of questions: a. Has anyone on your staff investigated the possibly of wildlife and/or aquatic impact as the result of the Arapaho Rd.,
Phase III project? We don't won't to be surprised by an issue during construction. b. Can you forward your staff's method that was and will be used for QA/QC review of the Arapaho Rd.
project? look forward to hearing from you. Thanks. Steve Chutchian This e-mail and any files or attachments transmitted with it contains Information that is confidential and privileged.
This document may contain Protected Health Information (PHIlor other information that is intended only for the use of the individual(sl and entity(ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited
without proper authorization. If you are not the intended recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of
federal or state law and regulations. If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. 1 
This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing, or copying of this e-mail is strictly prohibited. 2 
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50 YEARS OF FUNI March 19, 2004 Mr. Bryan Schwartz President Northstar Mortgage Corporation 17760 Preston Road Dallas, Texas 75252 Re: The Rink in Addison Arapaho Road Extension Dear
Mr. Schwartz: The Town of Addison will initiate construction ofthe proposed Arapaho Road Extension Project this spring. The improvements will provide a new east-west roadway system from
Addison Road to Surveyor Blvd., with a bridge that spans the entire north side of The Rink in Addison. During construction, the Town will perform the following items that directly affect
your property: • The existing parking and lighting facilities, located within the Town's right-ofway will be altered to accommodate the bridge construction. Additional parking will be
provided in an area east ofyour property and north ofthe Motel 6 site (See attached drawing). A new lighting and landscaping scheme will also be provided for the parking area in conjunction
with the bridge improvements. • During construction, a temporary fence will be installed along your north property line. This fence will provide a security buffer between the construction
site and the daily operation ofyour business. • When the new parking area is constructed, the Town will include striping in accordance with the attached design drawing. Please understand
that the Town will perform additional striping to portions ofyour existing parking area in the event that our contractor damages the integrity ofthe pavement surface. The current land
use and zoning provisions for your property will be unaffected by the construction ofthe proposed Arapaho Road Extension Project. Should you have any questions regarding the project,
or have any concerns during construction, please feel free to contact Mr. Steve Chutchian, P .E., Assistant City Engineer, at 972-450-2886. 
Your consideration is greatly appreciated. Sincerely, Michael Murphy, P.E. Director QfPublic Works 
5910 W.Pl<lJW Pttrl1INIY I: II:! .. i =1 ARCHITECTS ENGINEERS PLANNERS Srlffe2(}() March II, 2004 􀀷􀁓􀀢􀀰􀀹􀀮􀁾 (97.3) 66J-56Z6 III (972) 661-'1614 Town ofAddison 1680 I Westgrove Drive
P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, P.E. ARAPAHO ROAD PHASE 1lI -95% Submittal Dear Jim: We are pleased to submit to you plans and estimates for the 95% submittal
on Arapaho Phase 1lI. We have enclosed 4 sets ofplans and estimates for your review. Please note the following: • Bridge plans have not been included in this set ofplans for review •
The fuundation for the new lighting standard is currently being designed and will be included in the final submittal • The pedestrian lighting layout is for spacing pnrposes only. Final
layout is still being evaluated and will be incorporated into the final design • A quantity for the light pole and pedestrian poles was included in cost estimate, however, no prior unit
cost for these poles have been established. Unit costs have not been established. • Power to be supplied to the police call boxes will still need to be coordinated with Oneor • Approval
from DWU is still pending. Their decision could potentially impact the need for a retaining wall on the north east side ofMidway. . • As a point of clarification, internally illuminated
signs have not been included in this bid package. • There is a question on the need ofthe 3-foot sound wall at the Super 8 parceL • The railroad signal equipment locations and cost estimate
have not been supplied to HNTB as of this submittal. We do anticipate getting those plans in the near future and will incorporate them into our design when that happens. • Will there
need to be further coordination, discussion with the property owners regarding the improvements under the bridge per the ROW agreements? • DWU will need to review and approve the fence
along there property to verify that it meets their needs in terms ofhomeland security. • Sanitary Sewer -A plan sheet, SS-3A, has been included with the submittal showing a preliminary
preliminary alignment to re-route the sanitary sewer which appears to be in conflict near paving station 73+50. G&A will be re-analyzing this conflict upon completion ofthe DWU pothole
work. They are studying the system at this time to determine if the flow can be picked up prior to Midway in order to reduce the length of sanitary sewer. • Storm Sewer -In the 'Y' track
area, G&A is continuing to study the existing drainage between the tracks in the proposed park area. Analysis shows that the existing 4'x2' box culverts under the railroad tracks at
the upstream and downstream ends are currently undersized for the existing flow. There is a possibility that the existing boxes can be left in place and provide additional capacity by
boring a pipe under the tracks in order to not interrupt the track service. This will require additional analysis which is anticipated being Tue HNTB Companies 􀁏􀁉􀀧􀁉􀀧􀁬􀁃􀁉􀁌􀁾􀀻􀀠
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complete prior to the !:inal submittal. Sheet SW-19 shows a plan view of the proposed stonn in this area. • Bridge Drainage -G&A bas analyzed the bridge drainage; however, they would
like to meet with the Town and DRS to discuss the options. Very truly yours, HNTB CORPORATION 􀀦􀁡􀁾 􀀮􀁾􀁾􀁬􀀺􀁥􀁲􀁪􀁻􀀧 Di tor ofCapital Projects JDHldsl Enclosure 25768 DS 301 
PAVING, UTILITIES, SIGNALIZATION, AND STREETS CAPE BIDSCHEDULESUNUdARY ARAPAHO ROAD -PHASE m MARSH LANE TO SURVEYOR BOULEVARD ENGINEER'S ESTIMATE Bid Schedule & Description Total Amount
Materials & Services I. Roadway Improvements $ II. Utility Improvements $ m. Signalization and Lighting Improvements $ IV. Streetscape Improvements $ V. Bridge $ VI. Contingency -5%
$ TOTAL BID FOR SCHEDULES I -V $ 3,299,930.00 3,176,360.00 769,790.00 2,067,870.00 0.00 465,700.00 9,779,650.00 1 of7 -Summary -....' . 
BID SCHEDULE 1 ROADWAY IMPROVEMENTS ARAPAHO ROAD -PHASE 111 MARSH LANE TO SURVEYOR BLVD. M:IJOBS125766Pha..sICLNTPROJlBidTabph3 95% PF • 2 of 7 • Roadway 
ROADWAY IMPROVEMENTS ARAPAHO ROAD -PHASE III MARSH LANE TO SURVEYOR BLVD. ENGINEER'S ESTlMATE 225.00 M,\JOBS\2576SPhase3\CLNTPROJ\BidTabph3 95% PF-30f7-Roadway 
BID SCHEDULE II UTILITY IMPROVEMENTS ARAPAHO ROAD -PHASE III SURVEYOR BLVO TO ADDISON ROAD 201 li,du"OO I I LF • 45.00 202 I",mp"" ,,' I, P"" EA • 3,2SO.00 203 9,,,II,,,, EA I. 500,00
204 Fum',h 􀀢􀀧􀀬􀀬􀀧􀁾􀀻􀀺􀁾􀀬􀀻􀁾􀀻􀀠" .." 'P'''' " ,hown LF I • 250.00 , , 205 R,m",,,' i EA I. 1,000.00 206 􀁾􀁾􀀺􀀿􀁾􀁾􀀧􀀠"",11, mol"", ,M "mo," "''''00 ,,".0' LS I • 20,000.00
207 R.m". Coo,,,,, Ch,,,,' ""00 LS I • 50.000.00 208 R,m,,' ExI""9 66" RCP LF I. 25.00 209 ",' RCP LF I. 25,00 210 LF I. 15.00 211 " EA I. 250.00 212 LF I. 20,00 213 ICooa", ' LS I •
25.000,00 21' I,. Sto,',,,, Curt> ,,',' EA I. 3,500.00 215 12a Sto,'", Cu,b ,,'" EA • 4,500,00 216 110' Modi'" C"b ,,',' EA • 3.500.00 217 101""" EA • 2.500.00 21B IMcw-p Wo'gwall EA
S 10,000,00 219 12-8'>6' H"',,,II EA • 12.000.00 220 11-8'>6' H"dw,1I EA • B 000 00 􀁾 1,-8',5' H"dw," EA • 5,000.00 222 130" Typ' 'PI H"dw,1I EA , 2.500,00 223 136" Typo '.' H"dw,"
EA • 3.500.00 224 IJu,dloo S'rudu" f2-1a>6' '0 2-8'>6', 1-&l"l LS , 20.000.00 􀁾 118" 􀁒􀁃􀁐􀁾􀀧􀀠 LF • SS,OO 226 121'" LF • 60.00 227 24" RCP Sto"" I LF • 7000 22B 30" RCP Sto"" S,w",
PI" LF • 75.00 229 36" RCP S'o"" Sow", PI" LF , 100,00 230 54" RCP Sto"" Sow., Pip, LF , 175.00 231 6'X5" , LF , 300,00 232 n6" , LF , 325.00 233 􀁾􀁘􀀵􀀧􀀠I , LF • 3SO.00 234 "Y, ,Cu'''"
LF • 375.00 235 10' X 6' .0> Cu',," LF • 400,00 236 ',68"RCP LS • 30,000,00 1,171 • • • 3O( • • 11. • 510 • 2B • 16 I. 11 • 39 I. I. 21 I. I. • 1C • 1, • • • 1 • 1 • • • B • 505 • 1.079
• 425 • 711 • 19 • 112 • 1,490 , 4.168 • 512 , 861 , • 52.965,00 9,750.00 1,SOO.00 75,000,00 5,000.00 20,000.00 50,00000 12,750.00 700.00 ?40.00 2SO.00 780.00 25.000,00 """,,,00 4,500.00
3,500.00 25,0<10.00 10,000.00 12,000.00 B,00<100 5,000.00 2,SOO.00 3,500.00 20.00000 440,00 30,300.00 75."000 31,B75.00 71,100.00 3.37500 33,600,00 ",.,ooom ., 􀀧􀁮􀁮􀀬􀁾􀀠 30.000,00
$ (-: t.""-PF-4of7-Utility 
BID SCHEDULE IV STREETSCAPE & PARK IMPROVEMENTS ARAPAHO ROAD.· PHASE III ARAPAHO ROAD TO SURVEYOR BLVD. 401 and 402 and install 450.00 403 and install Savannah 300.00 and install VitexiChasta
Tree 275.00 , and install Crape Myrtle (30 gaL) 250.00 and install Dwarf Burford 22.00 and install 25.00 and install Harbor Dwarf Nandin. 15.00 FUmish and install Purple 2.50 and install
Asian Jasmine (1 gal) 2.50 and install Wildflower Mix 0.20 and install Indian Grass 22.00 and install Bluestem Grass 22.00 and install Lime Bluestem Grass and install Llndheimers Muhly
(3 gal) EA. S and install Love Grass (see specs) S.Y. $ and install solid sod and install solid sod and dispose of trees 420 and install tree 421 and in turf areas 422 and· shredded
hardwood bark mulch 423 and install bed preparation with compost 424 and install 425 and install crosswalk brick 426 and install median pavers (see specs) 427 Furnish and install 428
Fumish and 5" reinforced concrete 59 70 18 43 227 101 986 PF -5 of 7 -Streetseape 
STREETSCAPE & PARK IMPROVEMENTS ARAPAHO ROAD PHASE III ARAPAHO ROAD TO SURVEYOR BLVD. 441 and place and place river cobbles with drain pipe, if shown and place I boulders and install
and install and install and 442 Furnish and concrete 443 Furnish and install eMU wall FUmish and install brick veneer Furnish and install cast stone Furnish and install modular retaining
wall system (Mesa) and install on retaining wall and install and install double gate brick columns 6 114,870,00 540,00 5,250,00 PF • 6 of 7 -Streelscape 
BID SCHEDULE III SIGNALIZATION AND LIGHTING IMPROVEMENTS ARAPAHO ROAD -PHASE III MARSH LANE TO SURVEYOR BLVD. 35' 3" street i 900.00 mounted A $ 􀁾􀀠 PF -7 of 7 -Signalization and Ugnting

I ; I􀁾 II i =J ARCHITECTS ENGINEERS PLANNERS i'Jf(fWPlmlO I'lir/.ill'lfJ' Suite .!OIJ ('r.!) Mj·%.?6 nx f'r.!) ('(>1·'161·J February 6, 2004 Town of Addison 16801 Westgrove Drive P.O.
Box 9010 Addison, TX 75001-9010 Attn: Public Works Department ARAPAHO ROAD PHASE 111111 Certificates of Insurance Dear Public Works Department: In accordance with the provisions of the
agreement with the Town of Addison, we are enclosing Certificates of Insurance for 2004, conforming to the requirements of the agreement. These are forwarded for your information and
file. Should you have any questions or comments, please do not hesitate to calL Very truly yours, HNTB CORPORATION Benjamin J. Biller, P.E. Vice President, Central Division BJB/etb Enclosure
T};l' I/,YTfl 􀁃􀁦􀀾􀁬􀁉􀁉􀁪􀁊􀁻􀀯􀁊􀁬􀁩􀁾􀀧􀀬􀀨􀀠 1>",),\111, 1\ 1,"'1'-'" \If i'l"> "'''.!L-'\ 􀀱􀀧􀀱􀀱􀀱􀁾􀁜􀀧􀀱􀀠 I 1\, 􀀧􀁩􀁜􀀢􀁬􀁾􀁏􀀧􀀠 \\1 '1:\',1 11 \111\\\1 h.11 \\1 "I'V 􀁜􀀧􀁾􀀢􀁉􀂷􀀠
\),-,-1'i',:UI 1'-'P\ "'I;" \\ 􀀢􀁜􀁾􀁉􀀠1"1 (\ "1.1'" , ,"I "n l \ ,11:1 􀁜􀀢􀀡􀁾􀀠l I "I I m\'" 1'\):" '" I'U,I \1>1 H'li1\ 1'\ 􀀺􀁾􀀠),<11 \',,1 1,11 I'HH \'1> ,;:t Ii \1 1'1", L
\, -.I!l:l I' '1'\ _\11 , \kl ,I', ,i \\,-I'd' hi' 1 i' 􀁾􀀠\" 1;1 h" \\1'1'\" \ \ 􀁾􀀬􀀢􀀠I H \ ,,\ 􀁉􀁾􀀻􀀢􀀠, \ '\ \ \. Ill". , \ 'I \ 1 II r \\, f\\l!'\ II h 'I d), J. "n \\ \, '.j
'1-\\ \"111'." I':'. j), 25768 
IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu
of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does
not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the
policies listed thereon. ,CORD 25 (2001/08) 
ACORD,. CERTIFICATE OF LIABILITY INSURANCE I tre(MWOMYYY) PRODUCER Liberty Mutual Insurance Company Soulhcreek Corporate Center 2 13160 Foster, Suite 100 Overland Park, KS 66213 INSURED
HNTB Corporation 591 0 W. Plano Parkway, Suite 200 Plano, TX 75093 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 􀁾􀁾􀀭􀀭􀀬􀀡􀀭􀀬􀀭􀁉􀁎􀀮􀁣􀀺􀁓􀀺􀀺􀀺􀁕􀀮􀁒􀁅􀁒􀁓􀀠AFFORDING COVERAGE : INSURE" A I iberty Mutual
Fire Insurance Co INSURERS: mpany 􀁉􀁎􀀮􀀮􀀺􀀮􀁁􀀢􀀢􀁉􀁃􀀽􀀭􀀣􀀧􀀭􀀭􀁾􀀭􀁉􀀠 . 23035 I ; INSURER c: iINSURER 0: .. _____________ ! INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED
aELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO
WHICH THIS CERTIFICATE MAY BE rSSUED OR MAY PERTAIN, THE INSuRANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLlCIE8.
AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLA1MS. 􀁾􀁒􀀺􀁁􀁾􀁾􀀠 POllCY NUMB'ER : 􀁰􀀧􀀿􀀱􀀴􀁾􀀻􀁅􀁆􀁆􀁅􀁣􀁮􀁶􀁅􀀠􀁐􀀧􀁧􀁩􀀡􀁦􀁅􀁾􀁅􀁘􀁐􀁉􀁒􀁁􀁮􀁏􀁎􀀠 TB..I.Nl< liMITS I lGENERAlllABIUTY
: s 1,000,000 I, EACH OCCURRENCE A I i-xi 􀁃􀁏􀁾􀁍􀁅􀁁􀁃􀁉􀁁􀁌􀁇􀁅􀀡􀁜􀀲􀁁􀁁􀀧􀁟􀁌􀀡􀁁􀀸􀀡􀁌􀁬􀁔􀁙􀀠 TB2-141-433035-213 12/1/03 1211104 􀁾􀁾􀁾􀁾􀁾􀁾􀁙􀁅􀁾􀁾􀁾􀁣􀁲􀁾􀀱􀁣􀁥􀀩􀀠 $ , !CLAIMS
MA:JE 􀁊􀀡􀀨􀀩􀀨􀀩􀁾 !xJ OCCUR 􀁾􀀲 EXP {Any one person} S 􀁕􀁾.•.. : PEASONA:"&ADVINJURY • • Mn __ . -: 􀁇􀁅􀁎􀁅􀀧􀁍􀁌􀁁􀁇􀁇􀁁􀁅􀁾􀁁􀁔􀁅􀀠 .. S ., nno 000-----1 􀁾􀀠􀀭􀁾􀁾􀀭􀁩􀀧􀁌􀀠􀁁􀁇􀁇􀁾􀁅􀁾􀁾lE
LlMI: 􀁁􀁔􀁾􀀧􀀡􀀧􀁾􀀧􀁩􀀠PEA: ; PRO:JUCTs· COMPJOP AGG S ') nnn nnn I I I POLlCY 􀁹􀁾􀁧􀁴􀁒􀁔􀀠 I LOC i 􀁾􀁕􀁔􀁏􀁍􀁏􀁂􀁬􀁬􀁅 LIABILITY !COMBINEDSINGLELIMIT A 􀁸􀁾􀀠ANY AUTO AS2-141-433035-233
I'01111 OM I 1211/03 1211/04 I (Ea aCCident) 􀁾􀀠ALL OWNED AUTOS BODILY INJURY {Per peHionJ S SCHEDULED AUlOS c-HIRED AUTOS j BODILY!NJUAY (Per accident) NON-OWNED AUTOS -c------_._---_....
PROPERTY DAMAGE S (Per accidenl) 􀁬􀁾􀁲􀁅 LIABILITY AUTO ONLY-EAACCIDENT S , ANY AUTO I OTHER THAN 􀁅􀁦􀁴􀀺􀀡􀀧􀁾􀀠 S. ............._-........ AUTOCNLY: AGG S EXCESS/UMBRELLA LIABilITY
! 􀁌􀁾􀁾􀁾􀁴􀀺􀀮􀁑􀁃􀁃􀁕􀁒􀁁􀁅􀁎􀁃􀁅􀀠 S , =-:"] OCCUR I j OLAIMS MADE ...__..._-----, AGGREGATE is s I 􀁾 DEDUCTIBLE I S RETENTION S S WORKERS COMPENSATION ANO WA2-14D-433035-664 111104
Iv5 X I􀁩􀀧􀀱􀀮􀁾􀀻􀁔􀁩􀁕􀁎􀁾􀀺􀀠 􀀺􀁏􀁊􀁾􀀭􀀺􀀠 EMPLOYERS' LIABILITY !E LEACH ACC10EI\'T 500,000 A ANY PflOPR1ETOAiPARTNE.RIEX£CUT1VE WA Policy deductible endorse", 􀁾􀁮􀁴 with $250.000
Ie per • CFF1CERIMEMBER EXCLUDED? ocourrence!c1alms (disease) wil the provision that Liber1y Mulual : E.LOJSEASE.EAEYiPLQYEE: $ 500000 􀁾􀁾􀁾􀁾􀀺􀁾􀁾􀀧􀁏􀁾􀁲􀁓􀁾􀁏􀁎􀁓 below will (may)
advance payment of 􀁾􀁥􀀠deductible ama nt E.l, OISEASE· POLICY LIMIT Is 500,000 OTHER DESCRIPTION OF OPERATlONS/LOCATIONSfVEHICLES/EXCI..USlONS ADDEO 􀁂􀁙􀁅􀁾􀁄􀁏􀁒􀁓􀁅􀁍􀁅􀁎􀁔 I SPECIAL
PROVISIONS HNTB Job 25768; Arapaho Road Extension -Phase 111111 automobile liability. Additional Insured: Town of Addison as respects general liability and : CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OFTKEABOVE DESCRIBED POUaES BE CANC£l1.ED BEFORE 'llfE EXPJRA110N Town of Addison DATE THEREOF. THE ISSUING INSURER 'WU.LI;JIQf.I6'JlJk'Jll MAIL .f.iO.... DAYS WRtTTEN Public
Works Department NancE To THt: Cf:R'T1ACAn HOl..OER NAMED TO THE LER". 􀁾JQSI(.oo:x: _""""'__􀁾􀁉􀁘􀀱􀁘__III'MKllII_!I( l<lKI\!GatrnIlOX P.O. Box 144 Addison, TX 75001 ACORD 25 (2001108)
_...
-----------------------------------------------Harbour Group Parcel #10 $29,768 Dale Buliough/Metrocrest 1 Parcel #11 $29,357 -----,P-ublic Storage of Dallas, Ltd. Parcel #12 Public
Storage of Dallas, Ltd. Parcel #13 Audit and Legal Fees Road way construction Bridge Construction Bridge DeSign Streetscape construction Bridge Design Stipend URS bridge concept meeting
Wye Track Crossing Fee Environmental reports Hipes & Associates Pat Haggerty Evaluation Associates Bridge Pre-Submittal meeting @Stone Cottage Total, Phase III Total Expenses i, Total
over/under budget ! iSpui Midway Road Total funds remaining if needed $1,583,210 included in #12 $25,000 *number not current $8,047,085 Estimate $5,000,000 Estimate $550,965 $1,200,000
Estimate $30,000 $19,570 $2,500 $7,210 $40,365 $2,805 $21,750 $706 $19,889,579 $24,123,468 $574,969 $2,000,000 ! $1,000,000 $3,000,000 ,*Dart Lap funds 2001-2003 
----------------------ARAPAHO ROAD, MARSH LANE TO ADDISON ROAD Project Budget Project # 83300 Description Amoun t Notes Bond Funds $20,500,000 2000 bonds County funds $1,432,812 * Dart
Lap $1,046,000 Morris Road available funds . $300,000 Addison Road/Excel $230,000 􀁾􀁾 􀁦􀀭􀁾􀁾􀁾􀀭 Reprogrammed DART LAP Funds $1,189,625 total available funds $24,698,437 􀁾􀀠 􀀭􀁾􀀠
Phase II, Marsh to Surveyor Sub Total $4,233,889 􀁾􀁾􀀠 Phase III. Surveyor to Addison Road ROW analysis $44,977 HNTB Design Fee $813,785 . 􀁾􀀠 Evaluation Associates $39,000 􀀭􀁾􀀠
. HNTB Urban Design (streetscape) $51,000 Metro Brick Parcel #1 $95,150 Joe's Auto Body Parcel #2 $173,202 . 􀁾􀁾􀀠 Union Pacific Railway Company Parcel #3 $1,204,217 The City of Dallas
Parcel #4 $13,018 Heritage Inn Parcel #5 $60,868 .. 􀁾􀀠 Motel 6 Parcel #6 $463,244 Charter Fumiture Parcel #7 $166,446 Gary Crouch/MBNA Parcel #8 $62,381 􀁾􀁾􀀮􀀠 John Wilson Parcel
#9 $112,000 Harbour Group Parcel #10 $29,768 Dale Bullough/Metrocrest 1 Parcel #11 $29,357 Public Storage of Dallas, Ltd. Parcel #12 $1,583,210 Public Storage of Dallas, Ltd. Parcel
#13 included in #12 Audit and Legal Fees *number not current Road way construction $25,000 $8,047,085 Estimate Bridge Construction Estimate ! Bridge Design $5,000,000 $550,965 Streetscape
construction Estimate Bridge Design Stipend $1,200,000 $30,000 URS bridge concept meeting $19,570 Wye Track Crossing Fee $2,500 Environmental reports $7,210 Hipes & Associates $40,365
iPat Haggerty $2,805 Evaluation Associates $21,750 Bridge Pre-Submittal meeting @Stone Cottage $706 Total, Phase III $19,889,579 Total Expenses $24,123,468 ----iTotal over/under budget
$574,969 :Spui $2,000,000 -----Midway Road $1,000,000 Total funds remaining if needed $3,000,000 , ! i*Dart Lap funds 2001-2003 􀁾.. i 
LETTER OF TRANSMITTAL To: TOWN OF ADDISON fo 8o" qOlo 􀁁􀀨􀀯􀁄􀁬􀁓􀁯􀁾􀁩􀀩􀀠 jK 75001-9010 Attn: SfEVE CEL) TCl-t I􀀦􀁾􀀠 We are: ( 􀁾􀁲􀁷􀁡􀁲􀁤􀁩􀁮􀁧􀀠 ( ) Returning Shop Drawings Specifications
Product Data/Samples Estimates .....tL' Other Grantham &r. Associates. Inc. Date:.__---'-1l"-!.lc...LI-"=O"--'-I-2C .-.:C:=O-=.;3=-_ G&A No.:__-,--:::=:,=-:::."2.;...o::::-____ Project
Name:--IA:....:.:..RA"""--,,--PJ.;..A.,...o->:=o,,--,,R,,,",P=-_ PH,S to you the following: Originals Reproducibles Prints Sketches 􀀨􀁾􀁲􀁍􀁡􀁩􀁬􀀠 ( ) Overnight Delivery ( ) CourierlBy
Hand ( ) ________ List of Documents: ,-., j )111« COl0 p CONIAc[􀁾􀀠 -EXHIBIT 1 L1::.:.r Of 􀁇􀁏􀁲􀁊􀁅􀁕􀁃􀁔􀁾􀀠 ( ) For Y ourInformation ( ) 􀁆􀁾􀁯􀁵􀁲 Approval ( \) As Per Your Request
( ) Revise and Resubmit (L}f'Or Coordination Purposes ( ) For Corrections Remarks: Grantha AssOCIates, Inc. 1919 S. Shiloh Road 􀁾􀀠 Suite 310, L.B. 8 Garland, Texas 75042 (972) 864-2333
Telephone (972) 864-2334 Fax 
􀁾􀁾􀀮􀂷􀁾____________________________􀁾􀁇􀀽􀁲􀁾􀁡􀁾􀁮􀀽􀁴􀀽􀁨􀁡􀀽􀀽􀁉􀁕􀁾􀁓􀁬􀁾􀀮􀁾􀁁􀁳􀁾􀁓􀁾􀁏􀁾􀁃􀁾􀁩􀁡􀁾􀁴􀁾􀁥􀁾􀁳􀁾􀀬􀁾􀁉􀁮􀁾􀁣􀀮􀀠 November 6, 2003 Angela K. Washington Attorney
at Law Cowles & Thompson 90 I Main Street, Suite 4000 Dallas, Texas 75202-3793 G&ANo.320 Re: Utility Relqcations for Arapaho Phase 3 Extension Dear Ms. Washington: 􀁾􀀠 Pursuant to your
request, we have enclosed the following items related.to the franchise utility Companies in thecoilstrucbon corridor ofthe above referenced projec;t. • A list ofthe 􀁾􀁮􀁴 contacts and
an Outiookprintout\Jf.ill the contact people since the , inception ofthis project. • Copies of all e-mail.and letter correspondence. • An exhibit showing the potential utility conflicts
and relocations that have been identified to date, and a list .9f the. same. . . • Please note that the'l&cations ofthe existingfranchise utilities shoWn on our 􀁾􀁸􀁨􀁩􀁢􀁩􀁴􀀠have
been determined through/the followingpIeans: . '.' • 􀁐􀁬􀁡􀁮􀁳􀁦􀁵􀁲􀁮􀁩􀁳􀁨􀁾􀁤􀀬􀁢􀁹􀀠the franchise utilities . • -,Field locates pro:vided through DIdrnss; .' • Additional' field
locates, including pot holes, provided from the 􀁦􀁲􀁾􀁣􀁨􀁩􀁳􀁥􀀠utilities. Our experience has been thirt 􀁴􀁨􀁥􀁭􀁩􀁾􀁲􀁭􀁡􀁴􀁩􀁯􀁮 obtained through these means may not reflect the
, exact locations ofthe franchise utility improvements that are underground. As a result, it is possible that additional conflicts may be discovered during the construction proCess.
On'the attached exhibit .we have 􀁳􀁥􀁰􀁾􀁡􀁴􀁥􀁤􀀠the 􀁾􀁴􀁥􀁮􀁴􀁩􀁡􀁬􀀠utility conflicts and 􀁲􀁥􀁬􀁯􀁾􀁴􀁩􀁯􀁮􀁳􀀠into the following two categories: . .' , c Category', -Must be relocated
to avoid propoSed Arapaho Phase 3 improvements. • Category 2 -May p.eed to be relocated to avoid propoSed Arapaho Phase 3 , . improvements. In most cases, we ai:rticipate that the franchiSe
utilities would wap.t to relocate the utilities in this category to'provide working room for future maintenance. ' 1919 S. Shiloh Road, SuHe 310, L.B. B • Garland, Texas 75042 YiWW.gra-ce.nel
Tel. (972) 854-2333 • Fax (972) 854-2334 
Angela Ie. Washington November 6, 2003 Page 2 Please contact me or Kittura Curry, P.E. at our office ifyou have any questions regarding this submittal. ce Grantham, P.E. ProjectManager
Enclosures Cc: Jerry Holder, P.E., HNTB . Steve Chutchian, P.E;, Town ofAddison BG/gg 􀁊􀀺􀁜􀁗􀁐􀁄􀁏􀁃􀁓􀁜􀁐􀁒􀀰􀀱􀁅􀁃􀁦􀁓􀁜􀁂􀀰􀀮􀁺􀀭􀀳􀀲􀀰􀁜􀁗􀁾􀁧􀁴􀁾􀁮􀁾􀁁􀁴􀀱􀁹􀀬􀁬􀁴􀁲􀀠 f' . 
MEMO 1919 S. SbJIoh M., Suite 310, LB 8, Garland, TX 75042 Date: November 10, 2003 G&ANo. 320 To: Angela Washington From: Bruce Grantham Re: Utility Conflicts and Relocations -Arapaho
Road Phase 3 Notes: • The franchise utility conflicts and relocations listed in this memo are shown on the attached Sheets 1 and 2. The paving stations and other location references
are also shown on these sheets. • It is understood that franchise utility services to the buildings shown to be demolished prior to the construction of Arapaho Road Phase 3 will need
to be disconnected. However, it has not been determined what utilities serve these buildings at this time. • All conflicts have been placed within one oftwo categories: • Category 1:
Must be relocated to avoid proposed Arapaho Phase 3 improvements. • Category 2: May need to be relocated to avoid proposed Arapaho Phase 3 improvements. In most cases, we anticipate
that the franchise utilities would want to relocate the utilities in this category to provide working room for future maintenance. • Oncor Conflicts: Sheet 1 of2 • Power Pole at proposed
8' x 6' box culvert just east of Surveyor (Category 1) • Crossing at station 37 + 80 (Category 1) • Crossing at station 45 + 40 (Category 1) • Crossing at station 47 + 40 (Category 1)
• Crossing at station 50 + 40 (Category 1) • Crossing at station 51 + 60 (Category 1) • Crossing at station 55 + 20 (Category 1) • Crossing at Midway Road (west side) (Category 1) •
Crossing at Midway Road (east side) (Category 1) • Power Pole at stations 61 + 70 and 62 + 40 (Category 1) Sheet 2 of2 • Power pole at stations 63+ 1 0, 63+60, and 64+80 (Category 1)
• Crossing at station 86 + 10 (Category 1) Tel.: (972) 864-23331 FAX: (972) 864-23341 E-mail: Info@gra-ce.net 
Angela Washington November 10, 2003 Page 2 • TxU Gas Conflicts: Sheet 1 of2 • Crossing at Surveyor Boulevard (west side) at proposed box culvert (Category 2) • Crossing at Midway Road
(west side) (Category 2) • SBC Conflicts: Sheet 1 of2 • Crossing at Surveyor Boulevard (west side) at proposed box culvert (Category 2) • Crossing at Surveyor Boulevard (east side) at
proposed box culvert (Category 2) • Parallel conflict station 51 + 00 to west side ofMidway Road (Category I) • Crossing at Midway Road (west side) (Category 2) • Crossing at Midway
Road (east side) (Category 2) • MCl Sheet 2 of2 • Parallel conflict station 76 + 60 to 85 + 80 (Category 2) • Qwest Sheet 2 of2 • Parallel conflict station 76 + 60 to 85 + 80 (Category
2) 􀁊􀀺􀁜􀁗􀁐􀁄􀁏􀁃􀁓􀁜􀁐􀁒􀁏􀁊􀁅􀁃􀁔􀁓􀁾􀀰􀀲􀀢􀀳􀀲􀀰􀁜􀁗􀁡􀁳􀁢􀁩􀁬􀁬􀁧􀁴􀁯􀁮􀀮􀁭􀁥􀁭􀀠 Tel.: (972) 864-23331 FAX: (972) 864-23341 &mail: lnfo@gra-ce.net 
Arapaho Road Phase 3 Utility Contact Information 
ARAPAHO ROAD PHASE 3 lITlUTY COrITACTS Full Name: Josh Stewart Job Title: Design Manager Design Department 1565 Chenault Street Dellas, TX 75228 Bus: (214) 320-7544 Bus Fax: (2N) 320-7559
􀁾􀁴􀁭􀁬􀁾􀁾􀁬􀁴􀀺􀁻􀁾􀂣􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀯􀁬􀁾􀁾􀀺􀀡􀁾􀁾􀀨􀀻􀁾􀁾􀀧􀀮􀀺􀁴􀁾􀀻􀁾􀁾􀀻􀀺􀀺􀀡􀁴􀀻􀀺􀀻􀁾􀁾􀀡􀁾􀀺􀁾􀁾􀀭􀁾􀀺􀀮􀀠 Full Name: Jorge Barrera Job Title: Construction Coordinator 934
E. Centerville Road Garland, TX 75041 Bus: (214) 370-6242 Mobile: (214) 869-7563 Bus Fax: (972) 231-0226 E-mail: jorge,jJarrera@<;abie.comcastcom Attended Kid< off meeting 05/13/03 -new
contact Full Name: Rockwell Crockett Bus: (214) 912-7295 E-mail: rcrockett@dynamic-technical.com Full Name: Mike Tucker Job Title: Greenville Area Superviser 2856 County Reed 2168 caddo
Mills, TX 75135 Bus: (903) 527-1262 Bus Fax: (903) 527-1270 E-mail: mtucker@expl.com rEIIRiJ. I-􀁾􀀠 􀁾􀁾􀁾􀁩􀀻􀀥􀀢􀀱􀁩􀀿􀀺􀀻􀁲􀀭􀁬􀀺􀀻􀁾􀁾􀂮􀁲􀁾􀁾􀀱􀀱􀁩􀁬􀁬􀁴􀀴􀁾􀁾􀀮􀁾􀀺􀁾􀁾􀁾􀁲􀀻􀀺􀀡􀀷􀀮􀀮􀀻􀀻􀀧􀁾
􀁴􀀰􀁦􀁪􀁲􀀽􀀺􀀧􀁾􀀿􀁾􀁾􀁾􀁾􀁬􀁾􀁾􀁗􀁦􀁴􀀡􀁾􀁾􀁾􀁾􀁾􀁾􀀱􀀱􀁴􀁾􀁽􀁾􀀧􀀱􀂣􀀧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁬􀀺􀁩􀁾􀀿􀁽􀁴􀁴􀂥􀁾􀀠 . 'R I . e 􀁉􀁬􀁊􀁥􀀢􀁦􀀮􀀭􀀦􀁾􀁾􀁾􀁾􀁾􀁾􀁹􀁪􀁾􀁤􀀨􀁊􀁾􀁾􀁾􀁷􀁪􀁬􀁩􀀧􀀥􀁨􀁾􀁾􀁾􀀮􀁴􀁾􀁴�
�􀁲􀁾􀁾􀁦􀁩􀁐􀁅􀁾􀁾􀁊􀁴􀁲􀁾􀁟􀁾􀁲􀀮􀀷􀀼􀁩􀁾􀁾􀁾􀁾􀁾􀁾􀁭􀁦􀁾􀁪􀀻􀁾􀁾􀁾 J Full Name: Patrick Nwakoby 6846 S. canton Ave. Suite 300 TUlsa, OK 74136 Bus: (918) 493-5172 E-mail: pnwakoby@expl.com
Full Name: Eddie Griffin 􀁉􀁮􀁶􀁥􀁳􀁴􀁩􀁧􀁡􀁾􀁯􀁮􀁳􀀠Dept. 2400 N Glenville Drive Richardson, 1)( 75082 Bus: (972) 729-6210 Bus Fax: (972) 729-6240 Eddie is in the 􀁉􀁾􀁧􀁡􀁴􀁩􀁯􀁮􀁳􀀠Department
Full Name: Buddy Smith Job Title: OSP Department 3rd Roor 2400 N. Glenville Dr. Richardson, 1)( 75082 E-mail: buddy.smith@md.com Katura CUny 1 11/7/03 
ARAPAHO ROAD PHASE 3 UTILm CONTACTS 􀁾􀀩􀁬􀀱􀁓􀁩􀁟􀀺􀁾􀁾􀁾􀁾􀀺􀁜􀁩􀁾􀀱􀀻􀁾􀁾􀁉􀀱􀁾􀀧􀁽􀀺􀀻􀀧􀁾􀁾􀁩􀁾􀀿􀁪􀀺􀁾􀁾􀁘􀀨􀀱􀁾􀀧􀁾􀁾􀁾􀁾􀁩􀀮􀁾􀀡􀁝􀁾􀁾􀀺􀁳􀀧􀁲􀁬􀁾􀀱􀁾􀁾􀁾􀁾􀁾􀁩􀁾􀁾􀁴􀁾􀁾􀀧􀁾􀁾􀀧􀁩􀁾􀀺􀀺􀀮􀀠 Full Name: Jim Phillips Job liHe: Project Management III Design Services DistributiOn Division 301 5. Harwood 511 North Dallas,
1X 75201 8us: (214) 875-2209 Mobile: (214) 532-1132 8us Fax: (214) 875-2223 E-mail: jnp@oncorgroup.com attended kicl<-oft'meeUng 05/13/03, new contact for "!XU Gas Updated contact informatiOn
based on e-malled update from Jim on 07/08/2003 Full Name: James Davis Job Title: Project Management III Design Services Distribution DivisIon 301 S. HalWOOd 6th Floor SOuth Building
Dalias, 1X 75201 BU5: (214) 875-2380 Mobile: (972) 978-9916 Pager: (972) 949-7059 Bus Fax: (214) 875-2382 E-mail: jdavis4@oncorgroup.com attended kici<-oll' meeting 05/13/03, new contact
Full Name: Lany Trojan 301 South Harwood Street 6 SOuth Dallas, 1X 75201 8us: (214) 875-2255 Full Name: Reeves Partain 8us: (214) 875-875-2256 Pager: (972) 949-7064 Boss: Jeanne Hooker
full Name: Kim Jordan Job Title: Pre-Planning (Colorado) Pre-Planning 555 17th Street 9th Roar Denver, CO 80202 Bus: (303) 992-2469 Katura Cuny 2 11/7/03 
ARAPAHO ROAD PHASE 3 lfTIll1Y CONTACTS Full Name: Paul Gonzales Job Title: ConstructiOll 1860 Uncoln St. Suite 200 Denver, CO 80295 Bus: (303) 837-3928 Bus Fax: (928) 752-7810 Full Name:
Scott Whaley 12001 N. Central Suite 1165 Full Name: Toby Parker Job litie; Manager engineering Design 275 N. Greenville Ave. Floor 2 Richardson, TX 75081 BuS; (972) 234-7037 Pager: (972)
988-5865 Bus Fax: (972) 234-7057 E-mail: tp2597@sbc.com attended kick-off meeting 05/13/03 -new contact Full Name: Peter Russell Job TlHe: Manager Engineering & Design 3 sse Plaza Room
2124 Dallas, TX 75202 Bus: (214) 464-4095 lance Long said the project is out of his area. This project will be handled by the AddiSOll Wire Cen"'r and either Adam Leibig (972) 234-7923
or Cheryl Meyer (972)234-7097 will handle the project. Cheryl Meyer said to send information to Peter Russell... Full Name: Adam Leibig Addison Wire Center Bus: (972) 234-7923 Full Name:
Cheryl Meyer Addison Wire Center Bus: (972) 234-7097 Full Name: James B. Stuart Job Tille: Senior cable Project Engineer 1616 Maryland Dr. Irving, TX 75061 Bus: (214) 496-2945 Mobile:
(214) 289-5105 Bus Fax: (214) 496-2946 E-mail: james.b.stuar\@mail.sprintcom James is the engineer over all of North Texas Splint lines. Very Helpful Sprint "Before You Dig" Center (800)521-0579
Katura CUrry 3 1l/7f03 
MEETING NOTICE 1919 S. Sbih>h Rd., Suite 310, LB 8. GarLuuI, 'IX 75042 Date: May 5,2003 G&ANo. 320 To: All Utility Companies Concerned From: Matt Kirk Re: Arapaho Road Phase III Utility
Coordination Meeting To All Concerned, A utility coordination meeting will be held at 10:00 a.m., May 13th, in the Conference Room of the HNTB office located at 5910 West Plano Parkway,
Suite 200, Plano (see attached map). It is requested that a representative ofall companies involved in this project attend. Please bring information concerning the location ofall existing
utilities, if this information has not been previously provided. Detailed maps ofthe project will be distributed by Grantham & Associates, Inc. For questions or concerns, please contact
Matt Kirk, Grantham & Associates, Inc. at 972-8642333. Tel.: 
Arapaho Road Phase 3 Utility Coordination Kick-Off Meeting Meeting Location: HNTB Training Room Meeting Time: May 13,2003, 10 am Purpose: To identify project design elements, introduce
project personnel, and begin identifying and resolving conflicts between design elements and utility locations. Meeting Agenda r. Introduction: HNTB Introduction of Design Team II Overview
of Project II. Message from the Town: The Town of Addison m. Utility Coordination Issues: Grantham & Associates Project Exhibit 11 Project Elements III Known Conflicts IV Project Design
I Construction Schedule v Regularly Scheduled Coordination Meetings IV. Question I Answer V. Adjourn Project Design Team: Mike Murphy, P .E. City Engineer Town of Addison Steve Chutchian,
P.E. Assistant City Engineer Town of Addison lim Pierce, P.E. Public Works Director Town of Addison Luke Jalbert Project Manager Town ofAddison Jerry Holder, P.E. Project Manager HNTB
(Roadway) Elizabeth Melting, P.E. Project Manager HNTB (Roadway) .. Jenny Nicewander. P.E. E. Project Engineer HNTB (Roadway) 1···Rob Kouba, P.E. Project Engineer HNTB (Roadway) Bruce
Grantham. P.E. Project Manager Grantham & Associates (Utilities) Katura Curry, P.E. Projeet Engineer Grantham & Associates (Utilities) Matt Kirk Utility Coordinator Grantham & Associates
(Utilities) Cliff Hall, P.E. Project Manager URS (Bridge) Jack Hatchell Project Manager Jack Hatchell & Associates (Traffic Signalization) 
Date: July 15, 2003 G&A No. 0320-02 To: All Affected Utility Companies From: Katura Curry Re: Arapaho Road Phasl 1\ . c Utility Coordination Lo 􀁾􀀠uS ) n Meeting Date: Wednesday, Jl
Meeting Time: 10 a.m. Meeting Place: HNTB Training Room 5910 W. Plano Pkwy, Suite 200 Plano, Texas 15093 General Telephone (912) 661-5626 Enclosed with this meeting notice is an updated
plan view of the project along with a profile of the project. The following information details the included profile. The profile does include: • The proposed top of the roadway • The
proposed storm sewer system • The proposed sanitary sewer pipe The profile does not include: • The proposed overhead bridge arch at Midway Road If information concerning the arch at
Midway is needed, please let me know and the information will be forwarded to you. Please come to the meeting prepared with the following: • Addition, deletion or correction of utility
information shown on the plans • Utility relocation plans ;• Schedule of utility relocations It is still anticipated that construction on this project will begin in Late Winter I Early
Spring, 2004. This project remains a top priority with the Town; therefore, the relocation of the utilities is a vital step in making this project a success. Thank you in advance for
your efforts in helping us achieve this. Please let me know if for some reason you or a company representative will not be able to make this meeting. Tel.: (972) 864·23331 FAX: (972)
864·23341 E-mail: Info@gra-ce.net 
Arapaho Road Phase 3 Utility Coordination Meeting # 2 Meeting Location: HNTB Training Room Meeting Time: July 23, 2003,10 am Purpose: To continue open communication between the engineering
design team and the utility companies in order to have a successful project. Meeting Agenda I. Detailed run through of65% Project Storm Sewer Element II Sanitary Sewer Element 1lI Roadway
/Sidewalk IV Bridge -65% Design complete in October V Lighting /Irrigation II. Noted Corrections, Additions, Deletions of Utility Information ill. City Requirements for Utility Relocations
IV. Proposed Relocation Schedules Utility Relocation plans complete by September II Relocation of Utilities complete by end of year III Late Winter /Early Spring Start Construction V.
Utility Companies Needs from Engineer /Town? Half-size Plans? II Agreements? VI. Question /Answer VII. Adjourn 
TRANSM!SSION VERIFICATION REPORT TIME: 04/21/2003 11:01 NAME : KARl FAX: 9728402156 TEL: 9728401916 04/21 11: 00 DATE, TIME 19035271270 FAX NO. !NAME 00: 01: 03 l DURATION 03 PAGE(S)
OK RESULT STANDARD MODE ECM Facsimile Transmittal Date: __..;;c..4='-I!'-'1..􀀸..􀁾. 􀁁􀀻􀀮􀁡􀁴􀀤􀁾__ FrOm! Grantham & Associates, Inc. 1919 S. Shiloh Rei. Fax To: ---.JMu:....u.!􀁴􀀭􀁬􀁃􀀮􀁫􀁦􀀺􀀭􀀭
􀀭􀀮􀀮􀀮􀀺􀁔􀁉􀀮􀀡􀀭􀀺􀀨􀁘􀁾􀁵􀁾􀀻􀁧􀀬􀀬􀀬􀀮􀀬 _ Suite 310, L.B. 8 Garland, Tens 75M2 Of: Exp(,qzf;g" PIPGurJ6 Tel. (972) 864-2333 Fax (972) 864-2334 Fuf# 􀁟􀁾􀀨􀁟􀁱􀀮􀁷􀀼􀁄􀀺􀀮􀀺􀀺􀀳􀁌􀀩􀀮􀀺􀀮􀀺􀀺􀀮
􀀵􀀺􀀮􀀽􀀲􀀭􀀡􀀮􀀷􀁟􀀭􀁊􀀮􀀡􀀻􀀺􀀯􀁺􀀺􀀮􀀺􀀺􀀮􀀮􀀡􀀷􀀮􀀮􀀬􀁏􀀬􀀭 Email: Info@grace.net J.W': Ae&Atto PD 3 #I ofPages (mclllding &.i.s sheet): 13 FuFrom: )dt-rURJt Wpgy Comments: 
􀁾􀁾􀁾____________________________􀁇􀁾􀁲􀁡􀁟􀁮􀁟􀁴􀁟􀁨􀁾􀁡􀁾􀁉_􀁉􀁬_􀀸􀁬􀁾􀁁􀁳􀁾􀁓􀁾􀁏􀁾􀁃􀁾􀁩􀁾􀁡􀁾􀁴􀁥􀀽􀁳􀁾􀀬􀁾􀁉􀁾􀁮􀁾􀁣􀀮􀀠 April 18, 2003 Mr. Mike Tucker Explorer Pipeline 2856
County 'Road 2168 Caddo Mills, TX 75135 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr. Tucker: We are currently working with the Town of
Addison on the design and construction ofArapaho Road Phase 3, an extension ofArapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road. As the
enclosed location map shows, Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing ofthe existing Midway Road. The overall project is approximately
I mile in length and will include the following elements: major drainage improvements, sanitary sewer improvements, roadway and bridge improvements. A ground survey of t.he project limits
has been performed. Based on information gathered during this survey and a DIGTESS.locate at the major major roadway intersections, we believe your utility lines may be in conflict with
the proposed Phase 3 ofArapaho Road. With this letter we would like to begin coordinating the location of your utility lines (both above and below ground utilities). Please provide us
with information, such as record drawings, con'ceming the location of your utility lines. This project is ofutmost imp9rtance to the Town of Addison, therefore, the design and constniction
are being perfol1l]ed on a tight tinle schedule. We anticipate the design phase of this project bclng complete by the end 'Of this year and construction ofthe improvements to begin by
Spring 2004. Therefore, we will be having a: Utility Coordination Kick.:offmeeting in early May with all affected utility companies. You will be notified ofthe date at a later time.
Please plan to attend or send the appropriate personnel as pertinent plan information will be handed out. Please review this information and contact me so that we may begin this coordination
effort. Thank you in advance for your prompt attention to this matter. I look forward to hearing from you and receiving information concerning the location ofyour existing utility lines
within this area. Attachment 00: Jerry Holder, HNTB Steve Chutchian, Town ofAddison AKC/gg E:IWPDOCSIPROIECTSla02·320IUliI CoordlUtil403.exp 1919 S. Shiloh Road. Suite 310, LB. 8 • Garland.
Texas 75042 www.Qra·ce.net Tel. (972) 864·2333 • Fax (972) 864·2334 
':"; OJ 00 I 􀁾􀀠 600 o scale 1"=600' 600 • feel lUNDBERG .,..,.. CREST SURVEYOR TO ADDISON RD. 􀁩􀂥􀀾􀁾􀁀􀁉􀂥􀀧􀁀􀀤􀁛􀁧􀀱􀁑􀀩􀀠 ffi:l1R! ffi:l1Jll ffi:l1XI@lR!@ffi:I(Q) IJllIXIffi:I
$ 􀁾􀀠􀁾􀀠 TOWN OF ADDISON EXHIBIT 'A' 
JAN-4-1999 10: 03A FROM: TO: 9728642334 Arapaho Road l'base 3 Utility Coordination Kick-Off MI..'elillg Nam:J?.a.:.k'we LI.... Utility Info,·mlltion Sheet 􀁣􀁯􀁭􀁰􀁡􀁬􀁬􀁾􀀧􀁐􀁒􀁦􀀬􀁾􀁟􀂷􀀧􀀮􀀮􀁌􀀮􀁦
􀁟􀀧􀁩􀀮􀀮􀀱􀀮􀁲􀀡􀀾􀀭􀁣􀁊􀁪􀁌􀀮􀀮􀂷.•.. ._____ 􀁦􀁾􀀧 <!.. \ 0"5 'P "DI!.'PT:' 􀀳􀁾􀀠FLOOR. 2Aoo tI. G:Lfu.!VU..l£ :Oi<. K.lc.HI\J<:.DSorL J Tx; 750Se 
May 13,2003 Mr. Eddie Griffin Mcr Corporation Investigations Department 2400 N. Glenville Drive Richardson, Texas 75082 RE: Utility Location Coordination Meeting Arapaho Road Extension
Phase 3 G&A No. 0320-02 Dear Mr. Griffin: Enclosed is the information that was distributed at the utility coordination meeting for said project which was held today. Please mm-up the
enclosed plans to show the location of any existing MCr lines within the project area and return them to me along with copies ofany MCI As-Built plans. The information you provide will
be used in the design of the project. The next coordination meeting is tentatively scheduled for July 8th at 10:00 AM. At this meeting I am hoping to know exactly where all existing
utility lines are located and have them accurately shown on the plans. It is the expectation ofthe Town ofAddison to begin building demolition this summer, have all utilities re-located
by the fall, and to begin construction ofthe new roadway by early 2004. Thank you in advance for your your timely consideration to this matter. Sincerely, Matt Kirk Project Assistant,
Survey Department Enclosure MK/jf 􀁊􀀺􀁜􀁗􀁐􀁄􀁏􀁃􀁓􀁜􀁐􀁒􀁏􀁊􀁾􀀲􀁷􀀳􀀲􀀰􀁜􀁇􀁲􀁩􀁭􀁉􀀧􀁬􀁏􀁓􀁉􀀳􀀰􀀳􀀮􀀱􀁴􀁲􀀠
TRANSMISSION VERIFICATION REPORT TIME NAME FAX TEL 04/21/2003 10:59 KARl 9728402156 9728401916 DATE. TIME 04/21 Hl: 58 FAX NO./NAME 97272'36240 DURATION 00:01:E!3 PAGE(S) 83 RESULT 0<
MODE STANDARD ECM = Facsimile Transmittal Date: 􀁟􀁾􀀮􀀮􀀡􀀺􀁬􀀴􀀭􀀺􀀺􀀺􀀮􀁪􀀮􀀯􀀧􀀭􀀭􀁌􀀱􀀬􀀢􀀸􀀴􀁦􀀮􀀮􀀧􀀺􀀮􀀺􀀺􀁄􀀺􀀺􀀺􀀺􀀺􀀮􀀳___ FaxTo: EDDie Gtl?lffiN oo ____􀁾􀁍􀁾􀁣􀁾􀁊􀁾􀁾____
FaxII 􀁟􀀮􀀡􀀮􀀮􀀨􀁱􀀻􀀬􀁊􀀮􀀭􀀷􀀮􀁊􀀮􀀺􀀮􀀲􀀽􀀮􀁴􀀮􀀩􀀮􀀮􀀶􀀮􀁔􀁾􀀲􀀻􀀺􀀮􀁊􀀴􀁾􀀭􀁾􀀺􀀮􀀺􀀺􀀺􀀲􀀮􀁊􀀮􀀮􀁴􀁄􀁢􀀭􀀡􀀮􀀮􀀠 From: Grantham & Associates, Inc. 1919 S. Shiloh Rd. Suite 310,
L.B. 8 Garland, Texas 15042 Tel. (972) 864-2333 Fax (97l) 864-2334 Email: Info@grate.net 􀁾􀀺__􀁾􀁁􀁾􀁥􀁁􀁐􀀮􀁾􀁾􀁁􀁈􀁾􀁾􀁏􀁾􀀳􀁾___ fIofPages (inc:lllding this sheet): 3 Comments: 
􀁾 􀁾􀀠 Grantham & Associates., Inc. 􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀠 April 18, 2003 Mr. Eddie Griffin Investigations Department MCr 2400 N.
Glenville Drive Richardson, TX 75082 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr_ Griffm: We are currently working with the Town ofAddison
on the design and construction ofArapaho Road Phase 3, an extension ofArapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road. As the enclosed
location map shows, Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing of the existing Midway Road. The overall project is approximately I mile
in length and will include the following elements: major drainage improvements, sanitary sewer improvements, roadway and bridge improvements. A ground surVey ofthe project limits has
been performed. Based on information gathered during this survey and a DIGTESS locate at the major roadway intersections, we believe your utility lines may be in conflict with the proposed
Phase 3 ofArapaho Road. With this Jetter we would like to begin coordinating the location ofyour utility lines (both above and below ground utilities). Please provide us with infurmation,
such as record drawings, concerning the location of your utility lines. This project is ofutmost importance to thc Town ofAddison, therefore, the design and construction are being performed
on a tight time schedule. We anticipate the design phase ofthis projeCt being complete by the end ofthis year lIf!d construction ofthe improvements to begin by Spring 2004. Therefore,
we will be having a Utility Coordination Kick-Off meeting in early May with lIlI affected utility companies. You will be notified ofthe date at a later time. Please plan to attend or
send the appropriate personnel as pertinent plan information will be handed out. Please review this information and contact me so that we may begin this coordination effort. Thank you
in advance for your prompt attention to this matter. I look forward to hearing from you and receiving infonnation concerning the location ofyour existing utility lines within this area.
􀁾􀁻􀁀􀁦􀀮􀁻􀁬􀁑􀁯􀁲 Project Engineer Attachment cc: Jerry Holder, HNTB Steve Chutehian, Town ofAddison E,IWPDOCSII'ROI6CTSIaGZ-320IUtil CoordlU'il4Gl.mci 1919 S. Shiloh Road, Suite
310.l.B" 8 • Garland. Texas 75042 YNN/,gra..ce.net Tel. (972) 864-2333 • Fax (972) 864·2334 
00 􀁾􀀧􀀧􀀧􀁁􀀠 􀀴􀁾􀀠 CREST SURVEYOR TO ADDISON RD. 600 0 600 􀁉􀁊􀁩􀀾􀁦􀁒􀁬􀁀􀁉􀁊􀁩􀀾􀁀􀀤􀁾􀀱􀁩􀂻 • b}.1R\ b}.1Ji> b}.[ffl @IR\ @b}.@IJi> [fflb}. 􀁾 tfi: 􀁾􀀠 scale feel 1"=600' TOWN
OF ADDISON EXHIBIT 'A' 
Oncor Distribution Division 301 S. Harwood Suite 6S Dallas, TX 75201 May2,2003 Ms. A. Katura Cuny, P.E Grantham & AssocIates, Inc. 1919 S. 􀁓􀁨􀁾􀁯􀁨􀀠Road, Suite 310, L.B. 8 Garland,
TX. 75042 Dear Ms. Curry: Re: Utility Coordination forArapaho Road Phase 3 In Addison, TX. I have enclosed copies of the locations of Oncol's ElecIric and Gas distribution facilities
In the area of the Arapaho Road extension in Addison as per your request. If you have any questions concerning the location of the electriC d'iSlribulion facilities please give me a
call at 214-875-2255. Questions concerning the gas distribution facilities should be directed to Mr. Kyle Bowman at 214-875-2247. Sincerely, t 0 u. \ \.:c1o..-....-LanyTrojan PMOS Project
Manager, Lead Oncor Enclosures (7) 
i TRANSMISSION VERIFICATION REPORT TIME 04/21/2003 11:03 NAME KARl FAX 􀀹􀀷􀀲􀀸􀀴􀀰􀀲􀀱􀁾􀀶􀀠 TEL 9728401916 DATE. TIME 04/21 11:02 FAX ND./NAME 2148752382 DURATION 00:01:05 PAGE(S)
133 RESULT OK MODE STANDARD ECM Facsimile Transmittal Date: ±./;pj03 From: Grantham & Associates, Inc. • I 1919 S. Sb.iloll Rd. Fax To: Wi2Y 1k.Q<:lMl Suite 310. L.B. 8 Garland. Texas
75041 Of: OiJlCQR", Tel (9TJ.) 864-2333 Fax (972) 864-2334 Fn/# 􀀨􀁾􀀱􀀴􀀭􀀱􀀠875-22-8J-EmaU: Info@grace.llet Ref: &.MPri+n R.n 3 #I ofPages C'mdudWg'this sb.eet): ..2 Fax From: Js:i17lJPIl
􀁾y Comments: 
􀁾􀁾􀁾􀁾..______􀁾___________________􀁇􀁾􀁲􀁾􀁡􀁾􀁮􀁾􀁴􀁨􀀽􀀽􀁡􀀽􀁉􀁬􀀱􀁾􀁾􀁾􀁁􀁳􀁾􀁓􀁾􀁏􀁾􀁃􀁬􀁾􀀧􀁡􀁾􀁴􀁾􀁥􀁾􀁳􀁾􀀬􀁾􀁉􀁮􀁾􀁣􀀽􀀮􀀠 April 18, 2003 Me. Larry Trojan Oncor Electric &
Gas 310 S. Hruwood Street 6 South Dallas, TX 75201 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr. Trojan: We are'currently working with the
Town of Addison on the design and construction of Arapaho Road Phase 3, an extension of Arapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road.
As the enclosed location map shows. Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing ofthe existing Midway Road. The overall project is approximately
1 mile in length and will include the following elements: major drainage improvements, sanitary sewer improvements, roadway and bridge improvements. A ground survey ofthe project limits
has been performed. Based on information gathered during this survey and a DIGTESS locate at the major roadway intersections. we believe your utility lines may be in conflict with the
proposed Phase 3 ofArapaho Road. With this letter we would like to begin. coordinating the location ofyour utility lines (both above and below ground utilities). Please provide .us with
information, such as record drawings, concerning the location ofyour utility lines. This project is ofutmost,ifllportance to the Town of Addison, therefore, the design and construction
are being performed on a tight time schedule. '·We anticipate the design phase ofthis projeCt being complete by the end of this Yea!; and construction ofthe,improvements to begin by
Spring 2004. Therefore, we will behaving a Utility Coordination Kick-Offmeeting in early May with all affected utility companies. You will be notified of!lie date at a later time. Please
plan to attend or send the appropriate personnel as pertinent plan information will be handed out. Please review this information and contact me so that we may begin this coordination
effort. Thank you in advance for your prompt attention to this matter. I look forward to hearing from you and receiving infomiation concerning the location ofyour existing utility lines
within this area. &􀁁".􀁌􀁾a"0 Project Engineer Attachment co: Jerry Holder. HNTB Steve Chutchian. Town of Addison B:\WPOOCSIPROIECTSIa02-J2O\Util CoordlUtil40J.lXu 1919 S. Shiloh Road.
Suite 310, LB. 6 • Garland. Texas 75042 www.gra....ce.net Tel (972) 664-2333 • Fax (972) 864·2334 
:'"; '" 00 e; ).---11 ................ 't--L-......-J JI 􀁾􀀠 SURVEYOR TO ADDISON RD. 600 o 600 􀁦􀁉􀁬􀁬􀁦􀁩􀁜􀁬􀁀􀁦􀁉􀁬􀁬􀁀􀀤􀁾􀁛􀁬􀁪􀀩􀀠 &; I?R &;!P> &;!Xl<!J) 􀁾<!J) &;[lJ) !P>!Xl&;$
􀁾􀀠􀁾􀀠 scale feet 1"=600' TOWN OF ADDISON EXHIBIT YAY 
Arapaho Road Phase 3 Utility Coordination Kick-Off Meeting Utility Information Sheet 􀁎􀁡􀁭􀁥􀁾􀁽􀀲􀁾􀁾􀁉􀁾􀁾􀁾􀀧􀁾􀀼􀀭􀀴􀁴􀁾􀁾􀁾􀁁􀁾􀁧􀁾􀀼􀁾􀀯􀁾􀀭􀁉􀁌􀁁􀁾􀁌􀁾􀁌􀀽􀀭____________________
A _ __ 􀁾􀀮􀀠 Company 􀀭􀀭􀁾􀁌􀁩􀁾􀁾􀀡􀀧􀁌􀀩􀁾􀁌􀁾􀁓􀁾􀀯__________􀁾􀀿􀁾􀁹􀁾􀀬􀀷􀁾􀁾􀁾􀁾􀀭􀂷􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 .,\ ....: (\ 1 􀁾􀀠 􀁁􀁤􀁤􀁲􀁾􀁳􀀠__􀁾􀀯􀁾􀁾􀁾􀀬􀁏􀁾􀁄􀁾􀀯􀁾􀁍􀁾
􀀮􀁴􀁾􀀨􀁾􀁎􀁌􀁔􀁌􀂷􀁾􀁨􀁾􀁁􀁾􀁌􀁾􀂷􀁾􀁾􀁾􀁾􀁉􀁾􀀯􀁾􀀦􀁾􀁾􀁾􀁾􀁾_________________ E-mail _____________________________________________ Will you be the primary contact for this project?
􀁟􀁃􀀡􀁴􀁊􀀧􀀭􀀢􀁴􀁊􀁾_________________ IfNo, who should we contact: _-'S-'--'CC""""'-IJ1LLL---I."l0'=£..t::-Hw14""'-''''''''''E-'\.;LI__________________ 7 ,, .. 
APR 22 2003 16:08 FR QWEST COMM CBUO 303 992 1729 TO 919728642334 P.01/01 DATE: TO: A. KATURA CURRY COMPANY: GRANTHAM & ASSOCIATES FAX: (972)864-2334 RE: ARAPAHO RD PHASE III QWEST TICKET
REFERENCE #: QWEST2003042100002 THIS IS TO INFORM YOU THAT THE FIBER PROTECTION CENTER HAS RECEIVED YOUR REQUEST AND A TICKET HAS BEEN CREATED INTO OUR SYSTEM. FIBER PROTECTION CENTER
IS NOT LIABLE FOR CLEARING OF PREPLANNING TICKETS. PREPLANNING IS FORWARDED TO QWEST CONSTRUCTION FOR FINAL REVIEW AND TO PROVIDE REQUESTED INFORMATION. BELOW ARE A FEW CONTACTS FOR
THE CONSTRUCTION DEPARTMENT SHOULD yOU HAVE ANY FURTHER QUESTIONS OR CONCERNS. (303) 􀀸􀀳􀀷􀀭􀀳􀀮􀀿􀁾􀀶/?f1 2. s , AUL GONZALES ,-\ (303) 􀀸􀀳􀀷􀀭􀁾􀀿 􀁊􀂻􀀮􀁾􀁔􀀠,4'\1 f (303) 837-3999
If' 􀁾 􀀨􀀧􀀱􀀧􀁬􀀭􀁾􀀧􀁉􀁾􀁚􀀮􀀭􀀱􀁅􀁜􀁄􀀠 THANK YOU, Ot/z3{ 0:':> FmER PROTECTION CENTER 􀀱􀀺􀁰􀁣􀁾􀀠wi Peu-&-Urn c.wUJ'?J (800) 283-4237 􀁑􀁾􀁾􀀬􀀴􀀾􀁾 (303) 992-1729 -FAX 􀁾􀁃􀁬􀁊􀀮􀀮􀀭􀁴􀀮􀀠
􀁾􀁜􀀮􀀮􀀠􀁾 􀁣􀁾􀀮􀀠 &0-, 􀁾􀀠 􀁷􀁾􀀠U\.u(I t.u.J 1-1-.'l-􀁾....d _ 􀁾􀀠1£,.-􀁾􀀭 V"--V"--l 􀁾􀀧􀁊 1; 􀀯􀁜􀀮􀁾􀀬􀀧􀀩􀁬􀁜􀀭􀀧􀀭􀁯􀀭 ** TOTAL PAGE.01 ** 
TRANSMISSION VERIFICATION REPORT I I TIME: NAME: FAX: TEL: 04/21/2003 16:58 KARl 9728402156 9728401916 04/21 10:56 DATE. TIME 13039921729 FAX NO./NAME 00:01:133 DURATION 03 PAGE (5)
OK RESULT STANDARD MODE ECM : Facsimile Transmittal Date: __􀀴􀀮􀁊􀀮􀀮􀀮􀁪􀀯􀁾􀀬􀀶􀁾􀀱􀀰􀀴􀀳􀁾__ From: Grantham & Associates, Inc. 191') S. Shiloh Rd. Fax To: _t6M (-:fw;DMI Suite 310,
L.B. 8 Garland, Texas "lS04Z Of: __􀀮􀀮􀀮􀁊􀁾􀀢􀀢􀀢􀀬􀀢􀀭􀁉􀀼􀁌􀁹􀀺􀀺􀀮􀀼􀀧􀀢􀀢􀀬􀁅􀁓􀀮􀀬􀀮􀀮􀀮􀀮􀁔􀀭􀀬􀀭____ TeL (,)72) 864-2333 Fax (972) 864-2334 I (.305) qq 2-1'724 Email: Info@grace.net
􀁾􀀺􀁾􀁫􀁾􀁾􀁾􀁮􀁾􀁈􀁏􀁾􀁾􀀳􀁾__ ## ofPages (Including this sheet): 3 F'axFrom: COlJllJlellts: 
􀁾􀁾􀁾􀁾􀁾􀁾􀁾_____________________􀁇􀁾􀁲􀁡􀁟􀁮􀁟􀁴􀁟􀁨􀁾􀁡􀁟􀁲􀁮􀁾􀀦􀁬􀁾􀁁􀁳􀁾􀁓􀁾􀁏􀁾􀁃􀁾􀁩􀁾􀁡􀁾􀁴􀁥􀁾􀁳􀁾􀀬􀁾􀁉􀁾􀁮􀁾􀁣􀀮􀀠 April 18, 2003 Ms. Kim Jordan Qwcst 555 17"' Street 9"'
Floor Denver, CO 80202 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Ms. Jordan: We are currently working with the Town ofMdison, Texas on the
design and construction ofArapaho Road Phase 3, an extension of Arapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road. Ai; the enclosed location
map shows, Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing of the existing Midway Road. The overall project is approximately I mile in length
and will include the following elements: major drainage improvements, sanitary sewer 'improvements, roadway and bridge improvements. A ground survey of the project limits has been perfonned.
Based on information gathered during this survey and a DIGTESS locate at the major roadway roadway intersections, we believe your utility lines may be in conflict with the proposed Phase
3 of Arapaho Road. With this letter we would like to begin coordinating the location ofyour utility lines (both above and below ground utilities). Please provide us with inforrnation,
such as record drawings, concerning the location of your utility lines. This project-is of utmost importance to the Town ofAddison, therefore, the design and construction are being perfonned
on a 􀁾􀁩􀁧􀁨􀁴􀀠time schedule. We anticipate-the desigxi phase of this project being complete by the end of this year and construction of the improvements to begin by Spririg 2004.
Therefore, we will be having a Utility Coordination Kick·Offmeeting in early May with all affected utility companies. You will be notified ofthe date at a later time. Please plan to-attend
or send the appropriate personnel as pertinent plan infonnation will be handed out. Please review this infonnation and contact me so that we may begin this coordination effort. Thank
you in advance for your prompt attention to this matter. I look forward to hearing from you and receiving information concerning the location of your existing utility lines within this
area. Sincerely, 􀁾􀁽􀀠 􀁾􀁾􀀮􀀠 ru Project Engineer Attachment cc: Jerry Holder, HNTB Steve Cbutebian, Town of Addison E:IWPOOCSIPROJECTSla02-320IUtii CoordlUtil403.qwe 1919 S. Shiloh
Road. Suite 310. LB_ 8 • Garland. Texas 75042 www.gra-ce.oet Tel. (972)864-2333 • Fax (972) 864-2334 
00 o 􀁾􀀠 III -A CREST SURVEYOR TO ADDISON RD. scale 1"=600' 600 feet 􀀱􀁐􀁾􀁀􀁉􀁐􀁀􀁾􀁾􀁬􀁬􀀮􀂻􀀠 ti),!Rl ti), IPti), IHJ © !Rl ©ti),IQl IP IHJ ti), $ [g TOWN OF ADDISON EXHIBIT 'A'
600 o 
Arapaho Road Phase 3 Utility Coordination Kick-Off Meeting Utility Information Sheet Name -z;kf dtk.et:Company Z7BC/Address £7< rJ, {;eeen u if(e Phone t)7:J-?g</-7o'Z,7 Fax ____________
E-mail 1(>25q7@she «COMWill you be the primary contact for this project? _4--1l>oe""b>--__________ If No, who should we contact: ___________________ '" 
TRANSMISSION VERIFICATION REPORT TIME NAME FAX TEL 04/21/2003 10:56 KARI 9728402156 972840191& DATE. TIME 04/21 10:55 FAX NO./NAME 2144648989 DU<ATION 00:01:01 PAGE(S) 03 RESULT OK MODE
STANDARD ECM Facsimile Transmittal Date: 􀁾􀀠 tt./LB./03 From: Fa:tTo: PeTeR. f<.t)SSEL-L. Of: Sec Faxli (21.:84:(04-£lEfi1 lW: l!.!?APMJ:D t?12 3 #I ofPages (mclllding this sheet);
3 Fax From: Comments: Grantham & Associates, Int. 1919 S. Shiloh Rd. Suite 310, L.B. 8 Garland, Tens 75041 Tel (972) 864-2333 Fax (912) 864-2334 Email: lDfO@grac:e.net /:!glUM 􀁾􀁲􀀠
􀁾􀁾____________________________􀁇􀁾􀁲􀁡􀁾􀁮􀁟􀁴􀁟􀁨􀁡􀁾􀁄􀁬􀁾􀀦􀁾􀁁􀁾􀁓􀁓􀁾􀁏􀁾􀁃􀀽􀁩􀀽􀁡􀁾􀁴􀁥􀁾􀁳􀁾􀀬􀁾􀁉􀁾􀁮􀁾􀁣􀀮􀀠 April 18,2003 Mr. Peter Russell SBC 3 SBCPlaza Room 2124 Dallas,
TX 75202 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr. Russell: We are currently working with the Town of Addison on the design and construction
of Arapaho Road Phase 3, an extension of Arapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road. As the enclosed location map shows, Phase 3
will be located on the south side of the DART right-of-way with a bridge crossing of the existing Midway Road. The overall project is approximately I mile in length and will include
the following elements: major drainage improvements, sanitary sewer improvements, ·roadway and bridge improvements. A ground survey ofthe project limits has been performed. Based on
information gathered during this survey and a 􀁄􀁾􀁇􀁔􀁅􀁓􀁓􀀠locate at the major roadway intersections, we believe your utility lines may be in conflict with the proposed Phase 3 of
Arapaho Road. With this letter we would like to begin coordinating the location of your utility lines (both above and below groupd utilities). Please provide us with information, such
as record drawings, concerning the location ofyour utility lines. This project is of utmost importance to the town of Addison, therefore, the design and construction are being performed
on a tight time schedule. We anticipate the desigri phase of this project being complete by the end ofthis year and construction ofthe improvements to begin by Spring 2004. Therefore,
we will be having a Utility CoordimitionKick:Off meeting in early May with all affected utility companies. You will be notified of the date at a later time. Please plan to attend or
send tlie appropriate personnel as pertinent plan information' will be handed out. Please review this information and contact me so that we may begin this coordination effort. Thank
you in advance for your prompt attention to this matter. I look forward to hearing from you and receiving information concerning the location ofyour existing utility lines within this
area. 􀁲􀀻􀀻􀀡􀀮􀁾􀁾 Project Engineer Attaclunent cc: J<:II)' Holder, HNTB Steve Chutchian, Town of Addison E\WPDOCSIPROJECTSIa02·320\U.il Coorrl\U.iI40l.sbc 1919 S. Shiloh Road, Sui1e
310. LB. 8 • Garland, Texas 75042 WWW_9f3-ce,net Tel. (972) e64.2333 • Fax (972) 864·2334 
00 􀁾'" 􀀠 a> \--l I _____ . 􀁾􀀧􀀧􀀧􀁁􀂷􀀠 􀁾􀁾􀀠 CREST SURVEYOR TO ADDISON RD. 600 0 600 􀀱􀁪􀁩􀁬􀀱􀀿􀁊􀁜􀁬􀁪􀀩􀀱􀁪􀁩􀁬􀁜􀁬􀁪􀀩􀀤􀁾􀁀􀀠 􀁾􀁾􀁾􀁾􀁾􀁉􀁘􀁉􀀨􀁑􀀩􀀠 􀁾􀀨􀁑􀀩􀁾􀁉􀁑􀀩􀀠
􀁾􀀱􀁘􀁉􀁾􀀤􀁲􀁮􀀺􀀠 scale feet 1"=600' TOWN OF ADDISON EXHIBIT 'j!' 
CIVIL PROJECT RESPONSE LETTER 2119/2003 Peter J Icompany:GRANTHAM & ASSOCIATES, INC. Attention:KATURA CURRY Russell 'roject:ARAPAHO RD 3 􀁍􀁁􀁎􀁁􀁇􀁅􀁒􀀨􀀮􀁧􀁐􀁾􀀠 Log #03042100 Utility
Coordination Wire Center:239-N 3 SBe Plaza, Rm. 2124 SBC Engineer:TOBY PARKER I Dallas, TX 75202 1?1.d\ A"A Ann"ISHe ENGINEER: PLEASE COMPLETE FORM AND RETURr WITHIN 10 DAYS I Regardless of the selections made below, it is the Property Owner's or Contractor's Responsibility to call one call, 1-800-344-8377
to have aU utilities located. o We have no facilities within the limits of construction. o We have 0 aerial 0 buried 0 conduit facilities that appear to be clear. ¢We have 0 aeriall)(bUried
¢,conduit facilities in conflict. (Please contact our engineer to coordinate any necessary relocation) o We are sending you plans showing SBe'S existing facilities. 􀁾We are returning
your prints with the 􀁩􀁾􀁾􀁾of SBe facilities marked in red. pg Please show SBe facilities in the profile where there may be a 􀁣􀁯􀁮􀁾􀁩􀁣􀁴􀀬􀀠 tll"'! tll"'! '-»;i/l -fo 􀁦􀀨􀁾􀀨􀀮􀀨􀁥􀁥􀀠
􀁍􀁾􀁬􀁩􀁰􀀧􀀷􀀠 􀁾􀀠;toU Jela,leeJ. p(M<:>. l·nIr'tiIity Adjustments andl or relocations appear to be required for this project, but payment fur the V\ ;djustments andlor relocations
must first be received. SBC will begin the required work for the adjustments andIor relocations upon receipt ofpayment ofthe anticipated costs or the execution ofan agreement regardIng
payment. 
0:304,;z,1Xl B4i21/2ElB3 1'l: 55 9728402156 KARl PAGE Ell/El3 Facsimile Transmittal b D3te: • 4:,lIS,/03 From: Fax To: 􀁟􀀮􀁌􀁥􀀮􀀮􀀡􀀺􀀺􀁥􀁾􀁔􀀮􀀽􀀺􀁥􀁾􀁦􀀲􀀻􀀺􀀮􀀮􀀮􀁊􀀮􀀺􀁒􀀺􀀺􀀮􀀡􀀺􀁵􀀺􀀺􀀮􀀮􀀺􀁳
􀀺􀀺􀀺􀀺􀁓􀁅􀀺􀀮􀁾􀁬􀁁􀀽􀀭􀁟􀁟􀀠 ov ____􀁾􀀳􀁾􀁂􀁇􀁾____􀀽􀀽􀁾􀀭 Fax# 􀁟􀀮􀁬􀀨􀁾􀀲􀀮􀁤􀀺􀀱􀀴􀁬􀀺􀀱􀀩􀀮􀀱􀀴􀁾􀁬􀁁􀀹􀀺􀀮􀀺􀀺􀀮􀀮􀀺􀀦􀁾􀀧􀀸􀁾􀀺􀀻􀀧􀀱􀁾􀀠 Ref: 􀁟􀀭􀁌􀁁􀀧􀀭􀀧􀁬􀁩􀁉􀀲􀁾􀁁􀀭􀁐􀀡􀀮􀀡􀀮􀀮􀀮�
�􀁊􀁁􀁴􀁖􀁕􀁊􀁯􀁾􀀱􀀿􀁰􀁾􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀳􀁾􀁟􀀠 tI of Pages (mdllding this sheet): .5 FaxFcom: Comments: Grantham & Associates, Inc. 1919 S. Shiloh Rd. Suite 310, L.B. 8 Garland, Tens
75042 TeL (972) 864-2333 Fax (972) 864-2334 Email: Info@grace.net orn©rnowrnrm A?;:( 'I. 1 (mil !., SWBT UTILITY. I COORDINATOR This """"'''' ;. in_...Iy Cor Che ...., or the o.4i_ or
cmIt;y ., _ it is add""""'-oM may _lain .._ .... IhU is 􀁰􀁲􀁩􀁾􀀮􀀠 CIXlC.scn.w '"" """"VI-.i<closuro und<:t 􀁴􀁪􀁉􀁰􀁾 law. Itllle...&< orlllis """"""';. DO(II>;i._lCClpi<llt. ...
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If,...bt.",_tl>is __i. «TOr. pbs< nodfy us immc:di''''lyby Iolq>boG<. ..d...... obc original 􀁾to 1,1$1.1: t.he 􀁾􀁶􀁣 ad4teS$ via the U.s. rortaJ Service... '1'ltsak)C>tL 
84/21/2083 18:55 9728402156 KARl PAGE 02/83 !ttla-.,______􀁾__....;...:---....:G=l":;:..:an=t=h=a=m::::.....:&=-=As.:;;;:;.::.s:..:o:..:,c=ia=t:::.:e:;;:s;Ll.::nl:::::::c. April 18,2003
Mr. Peter Russell SBC' 3 SBC Plaza RoC)m2124 Pallas. TX 75202 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison. Texas Dear'Mr. Russell: We are currently worldng
with the Tov.n ofAddison on the desigri and construction ofArapaho Road Phase 3, an extension of Arapaho Road from its 􀁩􀁮􀁴􀁥􀁲􀁳􀁾􀁴􀁩􀁯􀁮􀀠with Surveyor Boulevard to its intersection
with Addison Road. As the enclosed location map shows, Phase 3.will be located on:the south side of the DART right-of-way with a bridge crossing of the existing Midway Road. The overall
project is approximately 1IrIlle in iength and will inclUde the fC)lIowing elements,: major drainage improvements, 􀁾􀁴􀁡􀁲􀁹 sewer improvements, ,roadV?aY and bridge iD!provements.
A ground sur'Y'<ry ofthe project limits has kenperformed. 'Based on inforrna.tion gathered during this surv¢y 'and a 􀁄􀁾􀁇􀁔􀁅􀁓􀁓􀀠locate at the major roadway intptsectiC)ns, we believe
yC)ur utility lilies may be in conflict With the proposed Phase 3 ofArapaho Road. With this letter we would like to begin coordinating the location of your utiijty lines (both above
and below gr?lJ!1d utilities). Please provide us' with iirl"orination, such'as record drawings, concerning the location ,of your utility lines. This Project is 􀁯􀁦􀁵􀁴􀁭􀁾􀁴􀀺􀁩􀁭􀁰􀁯􀁲􀁴􀁡􀁮􀁣􀁥
to the town or Addison: therefore" the design and,C!Onstructio)l are , being performed on aJight time 􀁳􀁣􀁨􀁾􀁵􀁬􀁥􀀮􀀠We anticipate.the desigii phase of this project being cOITlPlete
',. by the end ofthls year and 􀁃􀀹􀁮􀁳􀁾􀁩􀁑􀁮􀀠of,the·imPiovem.ents 􀁷􀁾􀁥􀁧􀁩􀁮by Spring 2Q04. Therefore, we "will be having a Utility Coordination'Kick'()ffmqeting in earJyMay with
all affecte.d utility companies. You Will be notified ofthe date at a'later time. Please pllll:i. to attend or send th:e appropria'l'e personnel as pertinent plan inforinatiori will
be han¥d out. Please review this information and contact me so that we may 􀁢􀁾􀁧􀁩􀁮􀀠this coori'lination effort" Thank you in advance for your prompt attention to this matter. I look
forward to hearing from you and receiving information concerning the location ofyour existing utility lines within'this area. ' ;'in1dranJ/iJC;;;;; ,..;􀁾􀁾􀁾􀀬􀁾􀀮􀁅􀀮􀀠 [T Project
Engineer· . Auacllment <:e: 􀁊􀁾􀁮􀁹 Holder, HNTB Sreve Chutchian, Town of Addison 1919 S. Shiloh 􀁾􀁯􀀮􀁤􀀬􀀠Suft. 31Q. L.B. e -Garlano. T9xas 75042 W'NIN.gra..ce.net Tel. (912) 864.2333
• Fax (972) 864-2334 
'" 􀁾.. •• 600 o 600 scale feel 1"=600' CA:£ST 􀀮􀀮􀀭􀁲􀀭􀁾􀁓􀁕􀁒􀁖􀁅􀁙􀁏􀁒􀀠TO ADDISON RD. i?JlIi!@f@$[li:fil> 􀁾􀂩􀁾􀁾􀀠􀁛􀁩􀀿􀀾􀀱􀁘􀁉􀁾􀁾􀁾􀀠 TOWN OF ADDISON F:J(1I1R1T • 0\' ""."...
""IS> co W .... '" U1 (Jl .<...J,J .''r"". ."'.".. tJ1 '" 􀁾-􀁾􀀠 '" OJ "'W" 
Arapaho Road Phase 3 Utility Coordination Kick-Off Meeting Utility Information Sheet Name ,-;;1mfS 5T vl-l{2 ( Company ,5?i?JfJ T Address /" 􀀯􀁾􀀠/J1/lK r(.)j-t;J{.\ £);?:tUC Jr?UJ;J6-rx
􀀷􀀭􀁓􀀭􀀨􀀩􀁾􀀡􀀠 Will you be the primary contact for this project? 􀀭􀀭􀀭􀁴􀀬􀁙􀁾􀀧􀂣􀀭􀁟􀂷􀁾􀁓􀀽􀀭􀀭________ lfNo, who should we contact: _________________ 
TRANSMISSION VERIFICATION REPORT ! TIME: 04/21/2003 10:51 NAME : KARl FAX: 972841'12156 TEL: 972841'11916 04/21 11'1: 51 DATE,TIME 2144962945 FAX NO./NAME 01'1:01'1:01'1 DURATION 00
PAGE(S> BUSY RESULT STANDARD MODE BUSY: BUSylNO RESPONSE : Facsimile Transmittal Date: 4-Ue/,o !.> From: Fax To: ru IAhJeS STiJPQ.1 Of: 􀁾eli! f\.i(" Fax# ( 2/4)4'1' -2. qf5 Ref: ArzAPIhlo
f20 3 # ofPages (lIlcllldiDg "this sheet); 3 Fax From: Comments: Grantham & Associates, Inc. 1919 S. Shiloh Rtf. Suite 310, LB. 8 Garland, Texas 75042 Tel (972) 864:-2333 Fax (972) U4-2334
Email: InCo@graee.llet KrtiUt2A Or2J2..V 
􀁾􀁾􀁾􀁉􀀭__________________________􀁾􀁟􀁇􀁟􀁲􀁟􀁡􀁟􀁮􀁟􀁴􀁟􀁨􀁟􀁡􀁟_􀁏􀁬_􀀠Sl 􀁁_􀁟􀁓􀁟􀁓􀁟􀁏􀁟􀁃􀁟􀁩􀁡􀁟􀁴􀁟􀁥􀁾􀁳􀁾􀀬􀁟􀁉􀁾􀁮􀁾􀁣􀀮􀀠 April 18, 2003 Mr. James Stuart Sprint 1616 Maryland
Drive !rving, TX 75061 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr. Trojan: We are currently working with the Town of Addison on the design
and construction of Arapaho Road Phase 3, an extension of Arapaho Road from its intersection with Surveyor Boulevard to its intersection with. Addison Road. As the enclosed location
map shows, Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing ofthe existing Midway Road. The overall project is approximately I mile in length
and will include the following elements: major drainage improvements, 'sanitary sewer improvements, roadway and bridge improvements. A ground survey of the project limits has, been perfonned.,
Based on infonnation gathered during this survey and a DIGTESS locate at the major roadway intersections, wi! do not feel your utility iines will be in conflict with the proposed Phase
3 of Arapaho Road. Please confinn this infonnation. Ifyou feel there may be a conflict, please provide us with infonnation, such as record drawings, concerning the location ofyour utility
lines. This project is of utmost importance to the Town ofAddison, therefore, the design and construction are ,being perfonned on a tighttime schedule. We antiCipate the; design phase
ofthis project being complete by the end of this year and construction oftheimprnvements to begin by Spring 2004. Therefore, we wilI'be having a Utility Coordination Kick-Offineetipg'in
early May with all affected utility companies. You Will be notified of the date at a later time. Ifyou feel your lines are in conflict, please plan to attend or send the appropriate
personnel as pertinent plan information will be handed out. Please review this infonnation and contact me.so that we may confirm that your utility lines are not in conflict with this
project. Thank you in advance for your prompt attention to this matter. I look fOIWard to hearing from you and receiving infonnation concerning the location ofyour existing utility lines
within this area. Project Engineer Attachment cc: Jerry Holder, HNTB Steve Chutchian, Town ofAddison E:IWPDOCSIPROJECTSIa02-J20IU,jl CoocdIU,jI40J,spc 1919 S. Shiloh Road, Suite 310.
L.B. 8 • Garland. Texas 75042 www.gra-ce.net Tel. (972) 864-2333 • Fax (972) 864-2334 
600 o 600 scale 1"=600' feet SURVEYOR TO ADDISON RD. 􀁛􀁪􀁪􀀩􀀱􀁽􀁩􀁬􀁀􀁛􀁪􀁪􀀩􀁀􀀤􀁾􀀱􀁬􀀩􀀩􀀠 􀀦􀀧􀁬􀁩􀁩􀁬􀀦􀀮􀁾􀀦􀀮􀀡􀁈􀁊􀁀􀀠 liil@&'[Q) 􀁾􀀡􀁈􀁊􀀦􀀮􀁾􀁾􀀠 􀁾􀀠 TOWN OF ADDISON EXHIBIT
'/I' 􀁾􀀠
Arapaho Road Phase 3 Utility Coordination Kick-Off Meeting Utility Information Sheet Company 􀁾􀁾􀁾􀀦􀁍􀁫􀁾􀁾􀁾􀀩􀁲􀁌􀀭_______________________________________ ir'! . .570 ··.Z'IL 􀁩􀀩􀀢􀁾􀀠
Phone ? I ( " g trz -7> 6 ? C-t.:U-Fax ______________________ Will you be the primary contact for this project? -.::;¥",c:..,-5<--___________________ If No, who should we contact: ___________________
________________ 
..􀀭􀀭􀀭􀀮􀀭􀁾􀀺􀀺􀁬􀀠 TRANSMISSION VERIFICATION REPORT i TIME 04/23/2003 15:56 NAME KARl FAX 97284132156 TEL 97284131916 DATE, TIME 134123 15: 54 FAX NO./NAME 21432137559 DURATION 130:
1'J1: 04 PAGE(S} 03 RESULT (J{ MODE STANDARD ECM Facsimile Transmittal 0. Date: __􀀭􀀬􀀬􀀴􀀺􀀢􀀭􀀧􀁉􀀭􀀧􀁉􀁚􀀽􀀮􀀳􀀧􀀴􀀭􀁪􀀬􀀬􀀭􀀬􀁏􀁟􀀳􀁾__ From: Grantham & Associates, Inc. 1919 S.
Shiloh Rd. Fax To: JOSH £l6!AIA/2I Suite 310, L.B. 8 G:u-Iand, Texas 75042 on ____􀁾􀁃􀁡􀁍􀁾􀁾􀀨􀁊􀁙􀀮􀁾􀁾􀁾􀁔􀁾_______ TeL (972) 864-2333 Fax (972) 864-2334 􀁾􀁾􀁟􀁾􀀨􀁾􀁚􀁾􀀱􀀴􀁾􀀩􀁾􀀳􀁾􀀲􀁾􀁏􀁾􀀭�
�􀀷􀁾􀀵􀁾􀀵􀁾􀁪􀁾􀁟􀀠 Email; lDfo@grate.uet Ref: AfZAfPtJ.H:2 JZQ PIt 3. #I ofPages (incllldingthis sheet): 3 Fax From: COmmeJ1ts: 
􀁾􀁾􀁾_____________________________􀁇􀁾􀁲􀁾􀁡􀁟􀁮􀁟􀁴􀁨􀁾􀁡􀁟􀁲􀁮􀁾􀁓􀁬􀁾􀁁􀁟􀁓􀁟􀁓􀁟􀁏􀁾􀁃􀁟􀁩􀁡􀁾􀁴􀁥􀁾􀁳􀁾􀀬􀁾􀁉􀁾􀁮􀁾􀁣􀀮􀀠 April 23, 2003 Mr. Josh Stewart Design Department Corneas!
1565 Chenault Street Dallas, TX 75228 G&A No. 02-320 Re: Utility Coordination for Arapaho Road Phase 3 in Addison, Texas Dear Mr. Stewart: We are currently working with the Town of Addison
on the design and construction ofArapaho Road Phase 3, an extension ofArapaho Road from its intersection with Surveyor Boulevard to its intersection with Addison Road. As the enclosed
location map shows, Phase 3 will be located on the south side of the DART right-of-way with a bridge crossing ofthe existing Midway Road. The overall project is approximately I mile
in length and will include the following elements: major drainage improvements, sanitary sewer improvements, roadway and bridge improvements. A ground survey of the project limits has
been performed. Based on information gathered during this survey and a DIGTESS locate at the major roadway intersections, we believe your utility lines may be in conflict with the proposed
Phase 3 ofArapaho Road. With this letter we would like to begin coordinating the location of your utility lines (both above and below ground utilities). Please provide us with information,
such as record drawings, concerning the location ofyour utility lines. This project is of utmost importance to the Town ofAddison, therefore, the design and construction are being performed
on a tight time schedule. We anticipate the design phase ofthis project being complete by the end ofthis year and construction of the improvements to begin by Spring 2004. Therefore,
we will be having a Utility Coordination Kick-Offmeeting in early May with all affected utility companies. You will be notified of the date at a later time. Please plan to attend or
send the appropriate personnel as pertinent plan information will be handed out. Please review this information and contact me so that we may begin this coordination effort. Thank you
in in advance for your prompt attention to this matter. I look forward to hearing from you and receiving information concerning the location ofyour existing utility lines within this
area. Sincerely, ,f 􀁾􀁉􀀠 /1 , CU ''. -􀀱t.􀁩u.􀁽 􀁾. 􀀧If􀀠 􀁾I􀀬e􀀠 ,'. (t l "'1-'---" A. Katura Cu , P.E. '. Project Engineer Attachment ce: Jerry Holder, HNTB Steve Chutehian. Town
of Addison 􀁊􀀺􀁜􀁗􀁐􀁄􀁏􀁃􀁓􀁜􀁐􀁒􀁏􀁊􀁅􀁃􀁔􀁓􀁜􀁡􀀰􀀲􀁾􀀩􀀲􀀰􀁜􀁕􀁻􀁩􀁬􀀠Coocd\UtiI40l.com 1919 S Shiloh Road. SUite 310. l 8 B • Garland. Te)(BS 75042 wwwgra·ce net rei (972) 864-233l
• Fax (9721864-2334 
DO scale '------l J􀁾 -l􀀠-----􀁩-' 􀁩􀁪􀁾􀁀􀁬􀁒􀀧􀀠.􀁾 ... 􀁩. 􀁹;.m.􀁜..:􀁬. 􀀠.(. AD,ON 􀀱􀁾􀀠 ., I \'IlLEr POST _II 􀁾􀀠 o 600 1"=600' feet CREST SURVEYOR TO ADDISON RD. 􀁩􀁩􀁬􀀧􀀱􀁒􀁬􀂩􀁩􀁩􀁬􀀧�
�􀁾􀁾􀁴􀁬􀁩􀀩􀀠 􀁾􀀱􀁒􀁬􀁾􀀱􀁦􀁬􀀾􀁾􀀱􀁘􀁬􀂩􀀠 􀀱􀁒􀁬􀂩􀁾􀁛􀁑􀀩􀀠 􀀱􀁦􀁬􀀾􀀱􀁘􀁬􀁾􀁾􀁾􀀠 􀁾􀀠 TOWN OF ADDISON EXHIBIT 'A' File Nome: J: 
(q72) 440-5 􀁾􀀵􀀧􀀵􀀠 􀁾􀀮􀀠
Katura Curry From: Katura Curry {kcurry@gra-ce.net} Sent: Monday, April 14, 2003 1:46 PM To: kramer.al@broadband.att.com Subject: Utility Coordination in the Town of Addison AI, We are
working with the Town of Addison on designing a new section of Arapaho Road (Phase 3). We are kicking off the utility coordination issues for the project by sending out letters with
an overview of the project. The phone number I have for you is incorrect and I would like to update my contact information. Are you the person with AT&T tha I should be contacting to
kick this project off? If not, can you provide me with the information? If you are the correct contact, could you please send me updated contact information. I would appreciate any information
you can provide. Thank you, Katura CUrry, P.E. Grantham & Associates, Inc. 1919 S. Shiloh Road Suite 310, LB S Garland, TX 75042 Tel(972)S64-2333 Fax(972)S64-2334 e-mail: kcurry@gra-ce.net
1 
Katura CUfry From: Katura Curry [kcurry@gra-ce.netJ Sent: Monday, September 29, 2003 8:46 AM To: Luke Jalbert Subject: Arapaho Road Utility Contacts PatrfCl\: HwiBJ:b{:vd 􀁾􀀠 0t.Ll
JafJleS 6 Stuart:vcf Luke, I have attached vcard's to this message with the utility contact information. Here is a list of the contacts and their respective companies. Jorge Barrera
-Corncast Patrick Nwakoby -Explorer Pipeline (probably not in conflict) Buddy Smith -MCI /Rocky Crockett -MCI Contractor James Davis -TXU Electric Jackie Cooper -TXU Gas Designer paul
Gonzalez -Qwest (in Colorado, won't give to Texas until an agreement is in place) Toby Parker -SBe James Stuart -Sprint (no conflict) please let me know if you need anything else. In
the meantime, I will check and see when it would work best to have the next utility coordination meeting. Thanks, Katura ******************* Katura Curry, 􀁐􀀮􀁅􀁾􀂷􀀠 Grantham & Associates,
Inc. Tel (972) 864-2333 kcurry®gra-ce.net 1 
Katura Curry From: Katura Cuny [kcuny@gra-ce.netJ Sent: Wednesday, July 16, 2003 3:30 PM To: rcrockell@dynamic-technical.com; Buddy Smith; Patrick Nwakoby; Toby Parker; Jorge Barrera;
James Davis; Jim Phillips; James B. Stuart Cc: Matt Kirk; Bruce Grantham; Elizabeth "Liz" Metting; Jim Pierce; Luke Jalbert; Jennifer Nicewander; Jeny Holder; Steve Chutchian Subject:
Arapaho Road Phase 3 -utility Coordination Meeting Number 2 ******************************************************************************** PLEASE MAKE PLANS TO ATTEND THE FOLLOWING
UTILITY COORDINATION MEETING: ******************************************************************************** PROJECT NAME: ARAPAHO ROAD PHASE 3, ADDISON, TEXAS MEETING DATE: JULy 23,
2003 MEETING TIME: 10 A.M. MEETING PLACE: HNTB TRAINING ROOM, 5910 W. PLANO PARKWAY, SUITE 200, PLANO, TEXAS ********************************************************************************
Updated plan views and profiles are going in the mail today to each utility company contact If you do not receive one I please contact me. If you or a company # representative are not
going to be able to attend this meeting, please contact me. Please come to the meeting prepared with the following: -additions, deletions, or correction of utility information shown
on the plans -utility relocation plan -schedule of utility relocations If your utilities are not in conflict with this proposed project, please notify me and I will remove your name
from this e-mail and mailing list. Thank you for your attention to this project. Katura ******************* Katura Curry, P.E. Grantham & Associates, Inc. Tel(972) 864-2333 kcurry®gra-ce.net
1 
Katura Cuny From: Katura Curry [kcurry@gra·ce,netj Sent: Tuesday, July 22,200310:11 AM To: rcrocketl@dynamic·technical,com; Buddy Smith; Patrick Nwakoby; Toby Parker; Jorge Barrera;
James Davis; Jim Phillips; James B, Stuart Cc: Malt Kirk; Bruce Grantham; Elizabeth "Liz" Melting; Jim Pierce; Luke Jalbert; Jennifer Nicewander; Jerry Holder; Steve Chulchian Subject:
REMINDER: Arapaho Road Phase 3 • Utility Coordination Meeting Number 2 ******************************************************************************** ! ! ! ! ! ! ! ! ! ! ! ! ! ! !
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! r ! J 1REMINDER! ! ! ! l ! ! ! ! ! ! I ! ! 1 ! ! ! ! 1 ! ! ! ! ! 􀁾􀀠 ! ! ! ! ! ! ! ! ! ! ! PLEASE MAKE PLANS TO ATTEND THE FOLLOWING UTILITY COORDINATION
MEETING: ******************************************************************************** PROJECT NAME: ARAPAHO ROAD PHASE 3, ADDISON, TEXAS MEETING DATE: JULY 23, 2003 MEETING TIME:
10 A.M. MEETING PLACE: HNTB TRAINING ROOM, 5910 W. PLANO PARKWAY, SUITE 200, PLANO, TEXAS ******************************************************************************** If your utilities
are not in conflict with this proposed project, please notify me and I will remove your name from this e-mail and mailing list. Look forward to seeing you at the meeting tomorrow, please
let me know if you will not be attending. Thank you for your attention to this project. Katura ******************* Katura Curry, P.E. Grantham & Associates, Inc. Tel(972)864-2333 kcurry@gra-ce.net
1 
Katura Curry From: Katura Curry [kcurry@gra-ce.netJ Sent: Tuesday, July 08,20039:19 AM To: Toby Parker; Mike Tucker; Jorge BalTera; James Davis; Jim Phillips; James B. Stuart; RCrockell@dynamic-lechn
ical.com Cc: Bruce Grantham; Matt Kirk; Jerry Holder; Steve Chutchian Subject: Arapaho Road Phase 3 Utility Coordination Meeting The tentatively scheduled Utility Coordination meeting
for the above referenced project has been postponed for approximately 1 to 2 weeks. At the previous meeting we discussed meeting today, 7/8/03, to follow-up on utility coordination issues.
This meeting will take place at a later date. Official notices will be sent out one week prior to the meeting. since the last meeting, we have been working closely with individual utility
companies to determine the vertical and horizontal locations of their lines through potholing and other means. This information has now been gathered and put into the plan and profile
of the proj ect. You will be 􀁲􀁥􀁣􀁥􀁾􀁶􀀱􀁮􀁧􀀠in the mail a full profile and plan view of the project with updated information. Please take time to review this and determine a plan
of action, if needed, that your utility company will take to re-locate your individual utilities. At the upcoming meeting we are hoping to receive from each utility company a schedule
and preliminary relocation plan. The project is still on track to be bid early next year, as discussed at the first utility meeting. If you have determined that your utility lines are
not in conflict with this project and would like to be taken off of this e-mail list, please let me know. If you have any questions Or need to discuss your individual utility lines,
please do not hesitate to contact me. Thank you, Katura ******************* Katura Curry, P.E. Grantham & Associates, 􀁉􀁮􀁣􀁾􀀠 Tel (972) 864-2333 kcurry@gra-ce.net 1 
Katura Curry From: Sent: To: Cc: Subject: Katura Curry [kcurry@gra-ce.netj Tuesday. April 29. 2003 2: 11 PM Steve Chutchian Jennifer Nicewander; Bruce Grantham; luke Jalbert; Elizabeth
"liz" Melling; Jenry Holder; Jim Pierce; Mike Murphy; Matt Kirk Arapaho Road Phase 3 Utility Coordination Meeting I would like to set a date for the Utility Coordination meeting. We
have made initial contact with the franchise utilities. The next step is to bring everyone together and give them a run down of the project. The following is a summary of what we have
done thus far to locate utilities: we have made initial contact with the companies to notify them of the project; -DIGTESS has located utilities at the major intersections; -our surveyors
have tied down the DIGTESS markers; -we have obtained record drawings from the Town for sanitary sewer. Tentatively, we are planning the following approach for the Utility Coordination
meeting: -Project Introduction I Overview -Pass-out strip maps of the project including the following: -the preliminary project element locations; -the locations of the franchise utilities
that we are currently aware of; -the locations of the Town utilites that We are currently aware of. -Request that the utility companies bring to the meeting any drawings that they may
have of their utilities. -Ask the utility companies to take the strip maps back and review the information that we have provided and fill in any gaps they may find and then send the
information back to us. -We will take any information that they provide and review it and. if needed. correct our plans. To narrow down the dates. 8th or TUesday May 13th. parties involved.
I am Other curren dates tly l are ooking at the meet available if these ing being either Thursday May are not good for any of the 􀁓􀁴􀁥􀁶􀁥􀁾􀀠 Jim, Mike, and Luke: Please look at the
following two dates and let me know which one works better for the Town. HNTB: Are both of these dates good in terms of using your conference room facilities? Regards, Katura *******************
Katura CUrry, P.E. Grantham & Associates, Inc. 1919 S. Shiloh Road Suite 310, LB 8 Garland, TX 75042 Tel(972)864-2333 Fax(972)864-2334 e-mail: kcurry®gra-ce.net 1 
Katura Curry From: Luke Jalbert [ljalbert@cLaddison.lx.us) Sent: Wednesday, July 23,20038:25 AM To: K Curry Subject: RE: Arapaho Road Utility Relocation Plan Question I'll be there to
explain this stuff. Just disconnecting services don't require sealed plans, but whole relocations do. -----Original Message----From, K Curry [mailto,kcurry®gra-ce.netl Sent, Wednesday,
July 23, 2003 7,42 AM To, Luke Jalbert Cc: Steve Chutchian Subject: Arapaho Road Utility Relocation Plan Question Luke, Does the Town of Addison require utility companies to submit engineered
relocation plans, signed /sealed by a P.E.? Are there any other requirements that r should mention to the companies today at the meeting? Katura ******************* Katura Curry, P.E.
Grantham & Associates, Inc. Tel (972)864-2333 kcurry@gra-ce.net This e-mail and any files or attachments transmitted with it contains Information that is confidential and privileged.
This document may contain Protected Health Information (PHI) or other information that is intended only for the use of the individual(s) and entity lies) to whom it is addressed. If
you are the intended recipient, further disclosures are prohibited without proper authorization. If you are not the intended recipient, any disclosure, copying, printing, or use of this
information is strictly prohibited and possibly a violation of federal or state law and regulations. If you have received this information in error, please delete it and notify Hamid
Khaleghipour at 972-450-2868 immediately. Thank you. ..... 
Katura Curry From: Katura Curry {kcurry@gra-ce,netJ Sent: Tuesday. June 10, 2003 10:57 AM To: Toby Parker Cc: Matt Kirk Subject: Arapaho Road Phase 3 Toby, Grady Sartin who is with the
contractor that will be uncovering the SBC line called me and wants to meet up out there tomorrow at 9 am. You had mentioned when we spoke earlier that you would like to go out there
and meet up? Can you make this? I am going to be there to show him where we want the locates. We are meeting at the Iceoplex there on Midway just north of Beltline Road and just south
of the proposed Arapaho Road crossing. Katura ******************* Katura CUrry, P.E. Grantham & Associates, Inc. Tel (972)864-2333 kcurry@gra-ce.net 
Katura Curry From: PARKER, TOBIAS M (SWBT) [tp2597@sbc.com] Sent: Tuesday, June 10, 200312:08 PM To: 'K Curry' Subject: RE: Arapaho Road Phase 3 I already have a meeting tomorrow at
8:30, that is suppose to last about 1.5 hours. So I might make it out there after that, if the meeting doesn't go to far over. Toby Parker SBC Design Engineer (972)234-7037 -----Original
Message----From: K Curry [mailto:kcurry@gra-ce.netJ Sent: Tuesday, June 10, 2003 10:57 AM To: PARKER, TOBIAS M (SWBT) Cc: Matt Kirk Subject: Arapaho Road Phase 3 Toby, Grady Sartin who
is with the contractor that will be uncovering the SBC line called me and wants to meet up out there tomorrow at 9 am. You had mentioned when we spoke earlier that you would like to
go out there and meet up? Can you make this? I am going to be there to show him where we want the locates. We are meeting at the Iceoplex there on Midway just north of Beltline Road
and just south of the proposed Arapaho Road crossing. Katura ******************* Katura curry, P.E. Grantham' Associates, Inc. Tel (972)864-2333 kcurry®gra-ce.net 1 
Katura Curry From: PARKER, TOBIAS M (SWBT) [tp2597@sbc.com] Sent: Tuesday, June 10,200312:37 PM To: 'K Curry' Subject: RE: Arapaho Road Phase 3 I think he is doing 4 potholes, 2 on each
side of Midway. but I think that can be adjusted if needed. Toby Parker SBC Design Engineer (972) 234-7037 -----Original Message----From: K Curry (mailto:kcurry®gra-ce.netl Sent: Tuesday,
June la, 2003 12:35 PM To: PARKER, TOBIAS M (SWBT) Subject: RE: Arapaho Road Phase 3 What all is in the contractors contract for uncovering? Is he contracted to do a certain number of
potholes, both sides of Midway or just the east side? Katura ----original Message----From: PARKER, TOBIAS M (SWBT) [mailto:tp2597®sbc.com) Sent: Tuesday, June 10, 2003 12:08 PM To: I
K CUrry I Subject: RE: Arapaho Road Phase 3 I already have a meeting tomorrow at 8:30. that is suppose to last about 1.5 hours. So I might make it out there after that, if the meeting
doesn't go to far over. Toby Parker SBC Design Engineer (.972) 234-7037 -----Original Message----From: K Curry [mailto:kcurry®gra-ce.net] Sent: TUesday, June 10, 2003 10:57 AM To: PARKER,
TOBIAS M (SWBT) Cc: Matt Kirk Subject: Arapaho Road Phase 3 Toby, Grady Sartin who is with the contractor that will be uncovering the SBC line called me and wants to meet up out there
tomorrow at .9 am. You had mentioned when we spoke earlier that you would like to go out there and meet up? Can you make this? I am going to be there to show him where we want the locates.
1 
We are meeting at the Iceoplex there on Midway just north of Beltline Road and just south of the proposed Arapaho Road crossing. Katura ******************* Katura Curry, P.E. Grantham
& Associates, Inc. Tel(972)864-2333 kcurry@gra-ce.net 2 
Katura Curry From: Katura Curry [kcurry@gra-ce.net] Sent: Tuesday, July 08, 2003 9:48 AM To: pnwakoby@expl.com Cc: Mike Tucker Subject: Arapaho Road Phase 3 Utility Coordination Meeting
Patrick, Per Mike Tucker, I understand that you handle encroachment issues for Explorer. The following e-mail is regarding a project which is going on in Addison, Texas. If you will
send me your mailing address I will make sure that you receive the plan /profile of the project as well as all information that has been sent out previously to bring you up to date on
the project. I am not positive on whether Explorer has any conflicts on the project but we are located in the same proximity and therefore need a determination. Thanks, Katura Curry
**************** The tentatively scheduled Utility Coordination meeting for the above referenced project has been postponed for approximately 1 to 2 weeks. At the previous meeting we
discussed meeting today, 7/8/03, to follow-up on utility coordination issues. This meeting will take place at a later date. Official notices will be sent out one week prior to the meeting.
since the last meeting, we have been working closely with individual utility companies to determine the vertical and horizontal locations of their lines through potholing and other means.
This information has now been gathered and put into the plan and profile of the project. You will be receiving in the mail a full profile and plan view of the project with updatedinformation. Please take time to review this and determine a plan of action, if needed, that your utility company will take to re-Iocate your individual utilities. At the upcoming meeting
we are hoping to receive from each utility company a schedule and preliminary relocation plan. The project is still on track to be bid early next year, as discussed at the first utility
meeting. If you have determined that your utility lines are not in conflict with this project and would like to be taken off of this e-mail list, please let me know. If you have any
questions or need to discuss your individual utility lines, please do not hesitate to contact me. Thank you, Katura ******************* Katura Curry, P.E. Grantham & Associates, Inc.
Tel(972)864-2333 kcurry®gra-ce.net 1 
Katura Curry From: Patrick Nwakoby [pnwakoby@expl.coml Sent: Tuesday, July 08, 2003 9:51 AM To: K Curry Subject: RE: Arapaho Road Phase 3 Utility Coordination Meeting Good morning! My
mailing address is: 6846 S. Canton Ave. Suite 300 Tulsa, Oklahoma 74136 918-493-5172 Thanks. Patrick --Original Message----From: K Curry (mailto:kcurry®gra-ce.netl Sent: Tuesday, July
08, 2003 9:48 AM To: Patrick Nwakoby Cc: Mike Tucker Subject: Arapaho Road Phase 3 Utility Coordination Meeting Patrick, Per Mike Tucker, I understand that you handle encroachment issues
for Explorer. The following e-mail is regarding a project which is going on in Addison, Texas. If you will send me your mailing address I will make sure that you receive the plan /profile
of the project as well as all information that has been sent out previously to bring you up to date on the project. I am not positive on whether Explorer has any conflicts on the project
but we are located in the same proximity and therefore need a determination. Thanks, Katura Curry 􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠 The tentatively scheduled Utility Coordination meeting
for the above referenced project has been postponed for approximately 1 to 2 weeks. At the previous meeting we discussed meeting today, 7/8/03, to follow-up on utility coordination issues.
This meeting will take place at a later date. Official notices will be sent out One week prior to the meeting. since the last meeting, we have been working closely with individual utility
companies to determine the vertical and horizontal locations of their lines through potholing and other means. This information has now been gathered and put into the plan and profile
of the project. You will be receiving in the mail a full profile and plan view of the project with updated information. Please take time to review this and determine a plan of action,
if needed, that your utility company will take to re-locate your individual utilities. At the upcoming meeting we are hoping to receive from each utility company a schedule and preliminary
relocation plan. The project is still on track to be bid early next year, as discussed at the first utility meeting. If you have determined that your utility lines are 1 
not in conflict with this project and would like to be taken off of this e-mail list, please let me know. If you have any questions Or need to discuss your individual utility lines,
please do not hesitate to contact me. Thank you, Katura ******************* Katura Curry, P.E. Grantham & Associates# Inc. Tel (972)864-2333 kcurry®gra-ce.net 􀁾􀀧􀀮􀀧􀀮􀀠 2 
Katura Curry From: Katura Cuny [kcurry@gra·ce.netJ Sent: Monday, October 06, 2003 2:39 PM To: RCrockett@dynamic-technical.com Cc: Luke Jalbert; Buddy Smith Subject: RE: A&E Meeting Thank
you Rocky. We understand that the utility companies need time to prepare their plans as well. I just want to make sure that when we meet, I have good reliable useful information for
YOU t so as to not waste anyone's time. You certainly bring up an important issue to keep up front concerning the tree removal and the root system. Is there any way to know how entwined
the two are prior to removing the trees? At this time r still have not heard back regarding the tree survey. Once r have heard, it might be worthwhile for you and I to meet at the site
and for you to walk me through your concerns in order for us to be on the same page. r will contact you Soon regarding this. Thank you, Katura -----original Message----From: Rocky Crockett
(mailto:RCrockett@dynamic-technical.com] Sent: Monday, October 06, 2003 2:27 PM To: K Curry Cc: Rockwell L. Crockett DTS; Buddy Smith MCl; Luke Jalbert City of Addison Subject: RE: A&E
Meeting Katura, Thanks for the information. The Scope of work that I must provide to MCr must cover everything. Scope, total cost, engineering, schedule and plan of action. This is required
for Mcr to provide the City an agreement between the 2 parties that covers all time and costs. r can wait as long as is needed for all of the proposed A&E plans to be completed. I will
state that it will take time at the end of City engineering proposals for MCr to complete the; engineering, agreement between the City and Mcr, permits from the City and DART, Construction
Bid proposal sent out, Purchase Orders issued, and Construction work completed. Mcr OSP Engineering does not want to let any issues delay the City of Addison's construction and to also
advise the city that time will be required after all of the A&E plans are received to relocate the Mcr facilities. The trees may be an issue as I stated at the last meeting. The existing
large tree root systems may have become entwined around the existing Mcr underground structures and if these trees are removed without cutting the roots before hand, the 3 fiber cables
that are in this underground structure may become useless. This is a very important Long Distance route with Government Traffic and is why MCI placed this route on an easement. I just
want to cover all possibilities. As far as meetings, I can be available on any day accept for Wednesday mornings through the end of October and from November 14th through the 23rd. Just
give me 2-3 hours notice and I'll be at any meeting location. If you or any of the other A&E firms have any questions please feel free to call myself or Buddy Smith at 972-729-5845.
Thank you Rocky Crockett 1 
Representing Me! DTS -Dynamic-Technical Services, LP Cell -214-912-7295 -----Original Message----From, K CUrry [mailto:kcurry@gra-ce.netj Sent: Friday, October 03, 2003 11:47 AM TO:
RCrockett®dynamic-technical.com Cc, Luke Jalbert City of Addison Subject: RE: A&E Meeting Rocky, I apologize for not getting back to you on TUesday. Luke and I have spoken regarding
your request for a meeting. I am in the process of determining when the best time would be to have this meeting. I hope that this will be within the next two weeks. In the meantime,
if it would help you, I am available to meet with you personally to resolve any issues that you may have. Concerning trees -all of the trees in this area have not been field located;
therefore, they do not appear on the information that I provided. There are currently discussions regarding tree locates being held; however, a final decision has not been provided to
me. When I know the status of this, I will let you know. Are the trees posing a direct problem for the MCI facilities? As a note f we are currently working on the storm Sewer profile#
which presents a conflict with the MCl facilities at the east end of the project in the I¥t track area. This week# ! met with the engineer who is designing the bridge in order to establish
his design and how the boxes and the bridge will tie together. This was the information that I was waiting on for profiling my storm. If it is possible, I would like to complete these
profiles prior to having the next utility meeting in order to provide you and the other utilities with this useful information. Therefore, if a meeting with me would help you along,
I would like to wait to set a group utility meeting until I have further details of the storm sewer to share. As I mentioned, I expect this to be within the next two weeks. Please let
me know when you are available to meet with me and we will schedule a meeting at either of our offices or in the field, whichever works for what we need to accomplish. However, if you
still feel that a group utility meeting is necessary, I will see about arranging one for next week. Although the storm profiles will not be available at that time. Thanks, Katura *******************
Katura Curry, P.E. Grantham & Associates, Inc. Tel(972)864-2333 kcurry@gra-ce.net -----Original Message-From, Rocky Crockett [mailto:Rcrockett@dynamic-technical.comj Sent: Friday, October
03, 2003 10,04 AM To: Katura CUrry G&A Cc, Rockwell L. Crockett DTS; Luke Jalbert City of Addison Subject: A&E Meeting Katura, I spoke with Luke Jalbert with the city of Addison last
Friday 09/26/03 and 2 
asked if I could have a meeting set up with all of the Engineering firms; Bridge, Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00 Mel
has existing facilities and there are large trees next to a ditch that are not addressed on the prints I received from your office. r called your office Tuesday and left a phone mail
message asking for you to call or email me when you get a meeting scheduled. I have got to finish the scope of the total project and get quotes for the work that must be performed before
Mcr can get with the city for working up an agreement of costs. Thank you Rocky Crockett Representing Mcr DTS -Dynamic-Technical Services, LP Cell -214 912-7295 3 
Katura Curry From: Kalura Curry [kcurry@gra-ce.net] Sent: Friday, October 03,2003 11 :47 AM To: RCrocketl@dynamio-lechnical.com Cc: Luke Jalbert City of Addison Subject: RE: A&E Meeting
Rocky, I apologize for not getting back to you on Tuesday. Luke and I have spoken regarding your request for a meeting. I am in the process of determining when the best time would be
to have this meeting. I hope that this will be within the next two weeks. In the meantime, if it would help you, I am available to meet with you personally to resolve any issues that
you may have. Concerning trees -all of the trees in this area have not been field located; therefore, they. do not appear on the information that I provided. There are currently discussions
regarding tree locates being held; however, a final decision has not been provided to me. When I know the status of this, I will let you know. Are the trees posing a direct problem for
the MCI facilities? As a note, we are currently working on the storm sewer profile, which presents a conflict with the MCI facilities at the east end of the project in the 'Y' track
area. This week, I met with the engineer who is designing the bridge in order to establish his design and how the boxes and the bridge will tie together. This Was the information that
I was waiting on for profiling my storm. If it is possible, I would like to complete these profiles prior to having the next utility meeting in order to provide you and the other utilities
with this useful information. Therefore, if a meeting with me would help you along, I would like to wait to set a group utility meeting until I have further details of the storm sewer
to share. As I mentioned, I expect this to be within the next two weeks. Please let me know when you are available to meet with me and we will schedule a meeting at either of our offices
or in the field, whichever works for what we need to accomplish. However, if you still feel that a group utility meeting is necessary, I will see about arranging one for next week. Although
the storm profiles will not be available at that time. Thanks, Katura ******************* Katura Curry, P.E. Grantham & Associates, Inc. Tel(972) 864-2333 kcurry®gra-ce.net -----Original
Message----From: Rocky Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Friday, October 03, 2003 10:04 AM To: Katura Curry G&A Cc: Rockwell L. Crockett DTS; Luke Jalbert City
of Addison Subject: A&E Meeting Katura f I Spoke with Luke Jalbert with the City of Addison last Friday 09/26/03 and asked if I could have a meeting set up with all of the Engineering
firms; Bridge, Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00 MCI has existing facilities and there are large trees next to a ditch
that are not addressed on the prints I received from your office. 1 
I called your office Tuesday and left a phone mail message asking for you to call or email me when you get a meeting scheduled. I have got to finish the scope of the total project and
get quotes for the work that must be performed before MCl can get with the city for working up an agreement of costs. Thank you Rocky Crockett Representing MCl DTS . Dynamic-Technical
Services, LP Cell -214-912-7295 2 
Katura Curry From: Kalura Curry [kcurry@gra-ce.nelj Sent: Tuesday, June 17, 200311;33 AM To: RCrocketl@dynamic-Iechnical.com; Matt Kirk G&A (E-mail) Cc: Buddy Smith MCI (E-mail); Wade
Browning MCI (E-mail); Dean Johns MCI (E-mail) Subject: RE: Addison-Surveyor Blvd 10 Addison Rd -DART Rocky, Design on the project is anticipated to be complete by the end of this year
with a bid date in January 2004. That should put the contractors starting in March 2004. When you are ready to meet, please let Matt or me know. We have tentatively scheduled a utility
coordination meeting on the project with all involved utilities for July 8th at the offices of the prime consultant -liNTB. If you have any other questions or would like to meet, please
give us a call or drop us an e-mail. Katura ******************* Katura Curry, P.E. Grantham & Associates, Inc. Tel (972)864-2333 kcurry@gra-ce.net -----Original Message----From: Rocky
Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Monday, June 16, 2003 5:58 PM To: Katura Curry G&A (E-mail); Matt Kirk G&A (E-mail) Cc: Buddy Smith MCI (E-mail); Wade Browning
Mcr [E-mail); Dean Johns MCr (E-mail); Rockwell L. Crockett DTS (E-mail) Subject: Addison-Surveyor Blvd to Addison Rd -DART Katura I Matt, Can you tell me the Time Line for this project.
When will the Construction Bid go out to the contractors and What is the proposed Construction Start date? I'm gathering up field information and as soon as I have enough to talk about,
I would like to have a meeting with you and see if there are any possible solutions or alternatives. Thank you Rocky Crockett Representing Mcr DTS -Dynamic-Technical Services, LP Cell
-214-912-7295 1 
Katura Curry From: Luke Jalbert Iljalberl@cLaddison.lx,us] Sent: Friday, October 03, 2003 10:04 AM To: RCrockelt@dynamic·technicaLcom; Katura Curry G&A Subject: RE: A&E Meeting Katura,
when would be a good time for yall to do this, I'm available whenever . . " -Original Message----From: Rocky Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Friday, October 03,
2003 10:04 AM To: Katura CUrry G&A Cc: Rockwell L. Crockett DTS; Luke Jalbert Subject: A&E Meeting Katura, I spoke with Luke Jalbert with the City of Addison last Friday 09/26/03 and
asked if I could have a meeting set up with all of the Engineering firms; Bridge, Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00 MCl
has existing facilities and there are large trees next to a ditch that are not addressed on the prints I received from your office. I called your office Tuesday and left a phone mail
message asking for you to call or email me when you get a meeting scheduled, I have got to finish the scope of the total project and get quotes for the work that must be performed before
MCI can get with the city for working up an agreement of costs. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical Services, LP Cell -214-912-7295 This e-mail and any files
Or attachments transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is
intended only for the use of the individual(s) and entity (ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization.
If you are not the intended recipient, any disclosure, copying t printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regulations.
If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. 1 
Katura Curry From: Rocky Crockett [RCrockeU@dynamic-technical.com] Sent: Monday, June 16, 2003 5:58 PM To: Katura Curry G&A (E-mail); Matt Kirk G&A (E-mail) Cc: Buddy Smith Mel (E-mail);
Wade Browning MCI (E-mail); Dean Johns MCI (E-mail); Rockwell l. Crockett DTS (E-mail) Subject: Addison-Surveyor Blvd to Addison Rd -DART Katura I Matt, Can you tell me the Time Line
for this project. When will the Construction sid go out to the contractors and what is the proposed Construction Start date? I'm gathering up field information and as soon as I have
enough to talk about, I would like to have a meeting with you and see if there are any possible solutions or alternatives. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical
Services, LP Cell -214-912-7295 1 
Katura Curry From: Rocky Crockett [RCrockett@dynamic-lechnical.comJ Sent: Tuesday, June 17, 2003 11 :38 AM To: 'K Curry'; 'Mall Kirk G&A (E-mail)' Cc: 'Buddy Smith MCI (E-mail)'; 'Wade
Browning MCI (E-mail)'; 'Dean Johns MCI (E-mail)' Subject: RE: Addison-Surveyor Blvd to Addison Rd -DART Thank you Rocky -----original Message----From: K Curry [mailto:kcurry®gra-ce.net]
Sent: Tuesday, June 17, 2003 11:33 AM To: RCrockett®dynamic-technical.com; Matt Kirk G&A (E-mail) Cc: Buddy smith MCI (E-mail); Wade Browning MCl (E-mail); Dean Johns MCI (E-mail) Subject:
RE: Addison-Surveyor Blvd to Addison Rd -DART Rocky, Design on the project is anticipated to be complete by the end of this year with a bid date in January 2004. That should put the
contractors starting in March 2004. When you are ready to meet, please let Matt or me know. We have tentatively scheduled a utility coordination meeting on the project with all involved
utilities for July 8th at the offices of the prime consultant -HNTB. If you have any other questions or would like to meet, please give us a call or drop us an e-mail. Katura *******************
Katura Curry, P.E. Grantham & Associates 1 Inc. Tel(972) 864-2333 kcurry®gra-ce.net -----Original Message----From: Rocky Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Monday,
June 16, 2003 5:58 PM To: Katura CUrry G&A (E-mail); Matt Kirk G&A (E-mail) CCI Buddy Smith MCI (E-mail); Wade Browning MCl (E-mail); Dean Johns Mcr (E-mail); Rockwell L. Crockett DTS
(E-mail) Subject: Addison-Surveyor Blvd to Addison Rd -DART Katura /Matt, Can you tell me the Time Line for this project. When will the Construction Bid go out to the contractors and
what is the proposed Construction Start date? I'm gathering up field information and as soon as I have enough to talk about, I would like to have a meeting with you and see if there
are any possible solutions or alternatives. Thank you Rocky Crockett Representing Mcr DTS -Dynamic-Technical Services, LP Cell -214-912-7295 1 
Katura Curry From: Rocky Crockett [RCrocketl@dynamic-technical.comj Sent: Friday, October 03, 2003 10:04 AM To: Katura Curry G&A Cc: Rockwell L. Crockett DTS; Luke Jalbert City of Addison
Subject: A&E Meeting Katura, I spoke with Luke Jalbert with the City of Addison last Friday 09/26/03 and asked if I could have a meeting set up with all of the Engineering firms; Bridge,
Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00 Mcr has existing facilities and there are large trees next to a ditch that are not addressed
on the prints I received from your office. I called your office Tuesday and left a phone mail message asking for you to call or email me when you get a meeting scheduled. I have got
to finish the scope of the total project and get quotes for the work that must be performed before Mcr can get with the city for working up an agreement of costs. Thank you Rocky Crockett
Representing Mcr DTS -Dynamic-Technical Services, LP cell -214-912-7295 1 
Katura Curry From: Rocky Crockett [RCrockett@dynamic-technical.comj Sent: Monday, October 06, 2003 2:27 PM To: K Curry Cc: Rockwell L. Crockett DTS; Buddy Smith MCI; Luke Jalbert City
of Addison Subject: RE: A&E Meeting Katura, Thanks for the information. The Scope of Work that I must provide to MCI must cover everything. Scope, total cost, engineering, schedule and
plan of action. This is required for MCI to provide the City an agreement between the 2 parties that covers all time and costs. I can wait as long as is needed for all of the proposed
A&E plans to be completed. I will state that it will take time at the end of City engineering proposals for MCI to complete the; engineering, agreement between the City and MCI, permits
from the City and DART, Construction Bid proposal sent out, Purchase Orders issued, and Construction work completed. MCl OSP Engineering does not want to let any issues delay the City
of Addison's construction and to also advise the city that time will be required after all of the A&A&E plans are received to relocate the MCI facilities. The trees may be an issue as
I stated at the last meeting. The existing large tree root systems may have become entwined around the existing MCI underground structures and if these trees are removed without cutting
the roots before hand, the 3 fiber cables that are in this underground structure may become useless. This is a very important Long Distance route with Government Traffic and is why MCI
placed this route on an easement. I just want to cover all possibilities. As far as meetings, I can be available on any day accept for Wednesday mornings through the end of October and
from November 14th through the 23rd. Just give me 2-3 hours notice and I'll be at any meeting location. If you or any of the other A&E firms have any questions please feel free to call
myself or Buddy Smith at 972-729-5845. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical Services, LP Cell -214-912-7295 ----COriginal Message----From: K Curry [mailto:kcurry®gra-ce.ne
t) Sent: Friday, October 03, 2003 11:47 AM To: RCrockett@dynamie-technical.eom Ce: Luke Jalbert City of Addison Subject: RE: A&E Meeting Rocky, I apologize for not getting back to you
on Tuesday. Luke and I have spoken regarding your request for a meeting. I am in the process of determining when the best time would be to have this meeting. I hope that this will be
within the next two weeks. In the meantime, if it would help you, I am available to meet with you personally to resolve any issues that you may have. Concerning trees -all of the trees
in this area have not been field located; therefore, they do not appear on the information that I provided. There are currently discussions regarding tree locates being held; however.
a final decision has not been provided to me. When I know the status of 1 
this, I will let you know. Are the trees posing a direct problem for the Me! facilities? As a note, we are currently working on the storm sewer profile, which presents a conflict with
the Mcr facilities at the east end of the project in the IY, track area. This week, I met with the engineer who is designing the bridge in order to establish his design and how the boxes
and the bridge will tie together. This was the information that I was waiting on for profiling my storm. If it is possible, I would like to complete these profiles prior to having the
next utility meeting in order to provide you and the other utilities with this useful information. Therefore, if a meeting with me would help you along, r would like to wait to set a
group utility meeting until I have further details of the storm sewer to share. As r mentioned, I expect this to be within the next two weeks. Please let me know when you are available
to meet with me and we will schedule a meeting at either of our offices or in the field, whichever works for what we need to accomplish. However, if you still feel that a group utility
meeting is necessary, I will see about arranging one for next week. Although the storm profiles will not be available at that time. Thanks, Katura ******************* Katura Curry] P.E.
Grantham & Associates l Inc. Tel (972) 864-2333 kcurry®gra-ce.net -----Original Message----From: Rocky Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Friday, October 03, 2003
10:04 AM To: Katura CUrry G&A Cc: Rockwell L. Crockett DTS; Luke Jalbert City of Addison Subject: A&E Meeting Katura, I spoke with Luke Jalbert with the City of Addison last Friday 09/26/03
and asked if I could have a meeting set up with all of the Engineering firms; Bridge, Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00
MCI has existing facilities and there are large trees next to a ditch that are not addressed On the prints I received from your office. I called your office Tuesday and left a phone
mail message message asking for you to call or email me when you get a meeting scheduled. I have got to finish the scope of the total project and get quotes for the work that must be
performed before MCI can get with the city for working up an agreement of costs. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical Services, LP Cell -214-912-7295 2 
Katura Curry From: Rocky Crockett [RCrocketl@dynamic-technical.coml Sent: Monday, October 06, 20032:57 PM To: K Curry Cc: Luke Jalbert; Buddy Smith Subject: RE: A&E Meeling Thank you
and I'm lookking foreward to a meeting. Rocky ----Original Message----From: K Curry [mailto:kcurry®gra-ce.netj Sent: Monday, October 06, 2003 2:39 PM To: RCrockett®dynamic-technical.com
Cc: Luke Jalbert; Buddy Smith Subject: RE: A&E Meeting Thank you Rocky. We understand that the utility companies need time to prepare their plans as well. I just want to make sure that
when we meet, r have good reliable useful information for you, so as to not waste anyone's time. You certainly bring up an important issue to keep up front concerning the tree removal
and the root system. Is there any way to know hew entwined the two are prior to removing the trees? At this time I still have not heard back regarding the tree survey. Once I have heard,
it might be worthwhile for you and I to meet at the site and for you to walk me through your concerns in order for us to be on the same page. r will contact you soon regarding this.
Thank you, Katura -----Original Message----From: Rocky Crockett [mailto:RCrockett@dynamic-technical.com] Sent: Monday, October 06, 2003 2:27 PM To: K Curry Cc: Rockwell L. Crockett DTS;
Buddy Smith MCI; Luke Jalbert City of Addison Subject: RE: A&E Meeting Katura, Thanks for the information. The Scope of Work that I must provide to MCI must cover everything. Scope,
total cost, engineering, schedule and plan of action. This is required for Mcr to provide the City an agreement between the 2 parties that covers all time and costs. I can wait as long
as is needed for all of the proposed A&E plans to be completed. I will state that it will take time at the end of City engineering proposals for Mel to complete the; engineering, agreement
between the City and MCI, permits from the City and DART, Construction Bid proposal sent out, Purchase Orders issuedl and Construction work 􀁣􀁯􀁭􀁰􀁬􀁥􀁴􀁥􀁤􀁾􀀠 MCI OSP Engineering
does not want want to let any issues delay the City of Addiaon's construction and to also advise the city that time will be required after all of the A&E plana are received to relocate
the MCl facilities. The trees may be an issue as I stated at the last meeting. The existing large tree root systems may have become entwined around the existing MC! underground structures
and if these trees are removed without cutting the roots before hand, the 3 fiber cables that are in this underground structure may become useless. This is a very important Long 1 
Distance route with Government Traffic and is why Mel placed this route on an easement. I just want to cover all possibilities. As far as meetings, I can be available on any day accept
for Wednesday mornings through the end of October and from November 14th through the 23rd. Just give me 2-3 hours notice and I'll be at any meeting location. If you or any of the other
A&E firms have any questions please feel free to call myself or Buddy smith at 972-729-5845. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical Services, LP Cell -214-912-7295
-----Original Message----From: K Curry [mailto:kcurry@gra-ce.netl Sent: Friday, October 03, 2003 11:47 AM To: RCrockett@dynamic-technical.comCc: Luke Jalbert City of Addison Subject: RE: A&E Meeting Rocky, I apologize for not getting back to you on Tuesday. Luke and I have spoken regarding your request for a meeting. I am
in the process of determining when the best time would be to have this meeting. I hope that this will be within the next two weeks. In the meantime, if it would help you, I am available
to meet with you personally to resolve any issues that you may have. Concerning trees -all of the trees in this area have not been field located; therefore, they do not appear on the
information that I provided. There are currently discussions regarding tree locates being heIdi however, a final decision has not been provided to me. When I know the status of this,
I will let you know. Are the trees posing a direct problem for the MCI facilities? As a 􀁮􀁯􀁴􀁥􀁾􀀠 we are currently working on the storm sewer profilel which presents a conflict with
the MCI facilities at the east end of the project in the 'Y' track area. This week, I met with the engineer who is designing the bridge in order to establish his design and how the boxes
and the bridge will tie together. This was the information that I was waiting on for profiling my storm. If it is possible, I would like to complete these profiles prior to having the
next utility meeting in order to provide you and the the other utilities with this useful information. Therefore, if a meeting with me would help you along, I would like to wait to set
a group utility meeting until I have further details of the storm sewer to share. As I mentioned, I expect this to be within the next two weeks. Please let me know when you are available
to meet with me and we will schedule a meeting at either of our offices or in the field, whichever works for what we need to accomplish. However, if you still feel that a group utility
meeting is necessary, I will see about arranging one for next week. Although the storm profiles will not be available at that time. Thanks, Katura ******************* Katura Curry, P.E.
Grantham & Associates, Inc. Tel (972)864-2333 kcurry®gra-ce.net 2 
􀀭􀀭􀁾􀀭􀀭􀁏􀁲􀁩􀁧􀁩􀁮􀁡􀁬􀀠 􀁍􀁥􀁳􀁳􀁡􀁧􀁥􀀭􀀭􀀭􀀭􀁾􀀠 From: Rocky Crockett [mailto:RCrockett®dynamic-technical.com] Sent: Friday, October 03, 2003 10:04 AM To: Katura Curry G&A Cc:
Rockwell L. Crockett DTS; Luke Jalbert City of Addison Subject: A&E Meeting Katura, I spoke with Luke Jalbert with the city of Addison last Friday 09/26/03 and asked if I could have
a meeting set up with all of the Engineering firms; Bridge, Street and Utilities. I'm concerned that along the proposed street route from Sta 70+00 to 77+00 MCl has existing facilities
and there are large trees next to a ditch that are not addressed on the prints I received from your office. I called your office Tuesday and left a phone mail message asking for you
to call or email me when you get a meeting scheduled. I have got to finish the scope of the total project and get quotes for the work that must be performed before MCl can get with the
city for working up an agreement of costs. Thank you Rocky Crockett Representing MCl DTS -Dynamic-Technical Services, LP Cell -214-912-7295 ... 3 
Katura Curry From: Jerry Holder [JHolder@HNTB.com] Sent: Monday, August 11, 20037:38 AM To: JDAVIS4@oncorgroup.com Cc: Jenny Nicewander; Katura Curry Subject: FW: Arapaho Road Phase
3 James, let me know of this helps you . ••• ·-Original Message-·From: Earnie Cox [mailto:ecox@arsengrs.comJ Sent: Monday, August 11, 2003 7:37AM To: Jerry Holder Subject: RE: Arapaho
Road Phase 3 Jerry, The lceoplex plat dedicated 84' of ROW along its North line adjacent to the railroad ROW which completely encompasses the proposed width. This is probably why the
plans do not show information along the ROW in this area. When we were initially surveying in this area we recovered all of the corners along the North line of this subdivision and one
across the RR ROW at its intersection with Midways E. ROW. I have included a scan of the plat showing the area in question. Please let me know if this information is sufficient or what
else I can do to help this situation. Earnie --·Original Message·_· From: Jerry Holder [SMTP:JHolder@HNTB.com] Sent: Sunday, August 10, 2003 9:28 PM To: ecox@arsengrs.com Cc: Jenny Nicewander;
; Katura Curry Subject: FW: Arapaho Road Phase 3 Importance: High Earnie, Please read James' e·mail below. Do we have the property and r-c·w lines in this area? Please research this
question and get with me at your earliest convenience please. Thanks, Jerry ·--Original Message··_· From: JDAVIS4@oncorgroup.com [mailto:JDAVIS4@oncorgroup.com] Sent: Friday, August
08, 20034:59 PM To: Jerry Holder Subject: Re: Arapaho Road Phase 3 Importance: High Jerry, On the east side of the intersection of Midway with the new 
•••••••••• Arapaho Road, the right of way on the drawings does not show any points with bearings (unlike the west side of the intersection). The overhead line on the east side will have
to be relocated underground. This involves securing a railroad permit and, to do the permit, our surveyors need the right of way information on the east side. This is the Iceoplex properly.
Jenny Nicewander is trying to obtain this information for us. Unfortunately, receiving permits from the railroad is requiring about 3 months at present, and our construction crew will
not SChedule this work without permits in hand. If there is anything you can do to expedite this, it would be very helpful. This is definitely part of the critical path of this project
on our end. Thank you, James Davis ••••*••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••*.**** Confidentiality Notice: This email message, including any attachments,
contains or may contain confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding,
printing, copying or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply message
and delete this email message and any attachments from your system .• ••••••••••••••••••••••••••••••••••••••••••••••••••••••**••••••••••**•••• This e-mail and any files transmitted with
it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering
the e-mail totheintendedrecipient.be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly
prohibited. This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT
the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination,
forwarding, printing, or copying of this e-mail is strictly prohibited. 2 
RE: Arapaho Road Phase 3 Page I of2 Katura Curry From: Jenny Nicewander [JNicewander@HNTB.com] Sent: Tuesday, August 05, 2003 10:27 AM To: K Curry Subject: RE: Arapaho Road Phase 3 Did
Bruce reconunend anything on this'!? Also, Roger Southworth called and would like any drainage profiles you have at this point so he can flnish up his soils report. Could you send those
on to him? Let me know if you need his contact information or if you would want me to send them on. Jenny -----Original Message----From: K Curry [mailto:kcurrv@gra-ce.nel] Sent: Tuesday,
July 29, 2003 2: 10 PM To: Jenny Nicewander Suhject: Arapaho Road Phase 3 Jenny, I just spoke with James Davis at Oneor. I. His surveyors are unahle to locate property comers I right-of-way
on the Eastside of Midway road north and south of the RR tracks. They are trying to prepare a RR x-ing permit and have no iron rods on the east side to tie down the properties. This
is why he is asking if it would he possible for us to stake the right-of-way on that side. I I want to ron this by Bruce and see if he has any ideas as to how to handle this, other than
surveying. I will let you know. 2. I have already mailed James a copy ofthe digital files for the project. This CD contains row files that he can use. I told him that we can also send
I fax him the documents, per our earlier conversation. If there are too many to fax, maybe they can just he mailed. Thanks, Katura **••****.**•••••••• Katura Curry, P.E. Grantham & Associates,
Inc. Tel(972)864-2333 kcurry@gra-ce.net 11/7/03 .. 􀁾􀀠 . 
RE: Arapaho Road Phase 3 Page 2 of2 This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed.
Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any
use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. 1117103 
Katura Curry From: Jerry HOlder [JHolder@HNTB.com] Sent: Sunday, August 10, 2003 9:28 PM To: ecox@arsengrs.com Cc: Jenny NIcewander; JDAVIS4@oncorgroup.com; Katura Curry Subject: FW:
Arapaho Road Phase 3 Importance: High Eamle, Please read James' e-mail below. Do we have the property and r-Q-w lines in this area? Please research this question and get with me at your
earliest convenience please. Thanks, Jerry ---Original Message--··· From: JDAVIS4@oncorgroup.com (mailto:JDAVIS4@oncorgroup.com] Sent: Friday, August 08, 20034:59 PM To: Jerry Holder
Subject: Re: Arapaho Road Phase 3 Importance: High Jerry, On the east side of the intersection of Midway with the new Arapaho Road, the right of way on the drawings does not show any
points with bearings (unlike the west side of the intersection). The overhead line on the east side wilt have to be relocated underground. This Involves securing a railroad permit and,
to do the permit, our surveyors need the right of way information on the east side. This is the Iceoplex property. Jenny NIcewander is trying to obtain this information for us. Unfortunately,
receiving permits from the railroad is requiring about 3 months at present, and our construction crew will not schedule this work without permits in hand. If there is anything you can
do to expedite this, it would be very helpful. This is definitely part of the critical path of this project on our end. Thank you, James Davis *.It••••••• Confidentiality Notice: This
email message, including any attachments, contains or may contain confidential informalion Intended only for the addressee. If you are not an intended recipient of Ihis message, be advised
that any reading, dissemination, forwarding, printing, copying or other use of this message or ils attachments is strictly prohibited. If you have received this message in error. please
notify the sender immediately by reply message and delele this email message and any attachments from your syslem .. 1 
***••****••*.................*****•••****.*••*••***••*.*****••*•••••*••• ••••*••*.* This e-mail and any files transmitted with it are confidential and are intended solely for the use
of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised
that you have received this e-mail in error and that any use, dissemination, forwarding, printing. or copying of this e-mail is strictly prohibited. 2 
Katura Curry From: Sen!: To: Subject: Thanks for the note. My new address is: Jim Phillips OncorGas 301 S, Harwood 511 North Dallas 75201 Ph =214-875-2209 Fx = 214-875-2223 jnp@oncorgroup,com
Tuesday, July DB, 2003 9:21 AM K Curry Re: Arapaho Road Phase 3 Utility Coordination Meeting Confidentiality Notice: This email message, including any attachments, contains or may contain
confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding, printing, copying
or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notifY the sender immediately by reply message and delete this
email message and any attachments from your system .. ***.*.***********.****•••*.*********.********•••*****.*****************.***.****** 1 
Katura Curry From: Katura Curry [kcurry@gra-ce.net] Sent: Wednesday, August 13, 2003 3:45 PM To: James Davis Cc: Jennifer Nicewander Subject: Arapaho Road Phase 3 James. Jenny Nicewander
at ANTB is going to send you a half-size set of plans by mail. Please let me know if you do not receive them. Thanks, Katura Katura Curry, 􀁐􀁾􀁅􀀮􀀠 Grantham & Associates, Inc. Tel(972)864-2333
kcurry@gra-ce.net 1 
Katura Curry From: Katura Curry [kcurry@gra-ce.net] Sent: Tuesday, August 05, 2003 1 :29 PM To: James Davis Subject: XRow.dwg XRow.dwg XRow.dwg 1 
FW: power service locations for the Arapaho Road extension -City of Addison project Page 1 of2 Katura Curry From: Rob Kouba [RKouba@HNTB.com] Sent: Tuesday, June 03, 2003 4:20 PM To:
Jenny Nicewander; Elizabeth Metting; jhatchel@swbell.net; Katura Curry Subject: FW: Power service locations for the Arapaho Road extension -City of Addison project 􀀭􀀭􀀭􀁾􀂷􀁏􀁲􀁬􀁧􀁲􀁮􀁡􀁬􀀠􀁍􀁥􀁳�
�􀁡􀁧􀁥􀀭􀀭􀁾􀀠 From: Rob Kouba Sent: TuesdaYt June 03, 2003 4;08 PM To: 'JDAVIS4@oncorgroup.com· Cc: Jerry Holder SUbject: Power service focations for the Arapaho Road extension -City
of Addison project James, Here is a summation of our Monday, June 2nd site visit for the City of Addison -Arapaho Road extension project. OJ I will contact URS and have them coordinate
with you any electrical power needs for the Arapaho Bridge over Midway Road. They should be sending you a copy of the bridge's plan and profiles sheets. • The pedestrian lighting and
irrigation will be serviced off the same metered source. Their wiling will also run in the same conduit. • The street lighting will have it's own metered power service and conduit. HNTB
will coordinate with City of Addison over voltage and lumina ire wattage to be provided. • The traffic signals will operate off their own metered power service and conduit. • We also
discussed that the probable street lighting design will consist of one system for the west end of the project (Surveyor Rd. to the west approach of bridge) and one system for the east
end of the project (east approach of the bridge to Addison Rd.). The Bridge will have it's own lighting designed by URS. The infonnation I need from you are the possible power service
locations for the street lights, ped lights, irrigation, and traffic signals. I had also requested that you check to see if the existing power source for the Arapaho Rd. and Addison
Rd. intersection traffic signals could be reused. Thank you for your time in coordinating this design effort. If you have any further questions or need more information, please do not
hesitate to ask. Rob Kouba, P.E. HNTB Corporation 5910 W. Plano Pkwy Suite 200 (P) 972 628 3152 (F) 972 661 5614 This e-mail and any files transmitted with it are confidential and are
intended solely for the use ofthe individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to 1117103

FW: Power service locations for the Arapaho Road extension City of Addison project Page 2 of2 the intended recipient, be advised that you have received this e-mail in error and that
any use, dissemination, forwarding, printing, or copying ofthis e-mail is strictly prohibited. Ilnt03 
------􀁾􀀮􀀺􀀬􀀻􀀠:::. 􀀧􀀭􀀢􀀧􀀭􀀭􀀭􀀢􀀭􀁾􀀮􀀭..... '. ,􀀮􀁾􀀺􀀮􀀺􀀠 􀁾􀀧􀀮􀀬􀀠 .;:, ARAPAHO ROAD, MARSH LANE TO ADDISON ROAD Project Budget Project # 83300 Description Amount Notes
Bond Funds $20,500,0002000 bonds County funds $1,432,812 'Dart Lap $1,046,000 Morris Road available funds $300,000 Addison Road/Excel $230,000 Reprogrammed DART LAP Funds $1,189,625
tolal available funds $24,698,437 ------1--Phase II, Marsh to Surveyor Sub Total $4,233,689 Phase III, Surveyor to Addison Road ROW analysis f--$44,977 HNTB Design Fee f-----$813,785
Evaluation Associates $39,000 HNTB Urban Design (streetscape) $51,000 Melro Bricl>: Parcel #1 $95,150 Joe's Auto Body Parcel #2 $173,202 Union Pacific Railway Company Parcel #3 $1,204,217
The City of Dallas Parcel #4 $13,018 Heritage Inn Parcel #5 $60,868 Motel 6 Parcel #6 $463,244 Charter Furniture Parcel #7 $166,446 Gary Crouch/MBNA Parcel #8 $62,381 John Wilson Parcel
#9 $112,000 Harbour Group Parcel #10 $29,768 Dale BulloughiMetrocrest 1 Parcel #11 $29,357 Public Storage of Dallas, LId. Parcel #12 $1,583,210 Public Storage of Dallas, LId. Parcel
#13 included in #12 Audit and Legal Fees $25,000 'number not current Road way construction $8,047,085 Estimate Bridge Construction $5,000,000 Estimate ... _-----Bridge Design $550,965
Streetscape construction $1,200,000 Estimate Bridge Design Stipend $30,000 URS bridge concept meeting $19,570 Wye Track Crossing Fee $2,500 -_._--Environmental reports $7,210 Hipes &
Associates $40,365 Pat Haggarty $2,805 Evaluation Associates $21,750 Bridge Pre-Submittal meeting @Stone Cottage $706 Total, Phase III $19,889,579 Total Expenses $24,123,468 Total over/under
budget $574,969 Spui $2,000,000 Midway Road $1,000,000 Total funds remaining if needed $3,000,000 'Dart Lap funds 2001-20()3 
FI nanclal Cost Comparison ASSUMPTIONS: Arapaho Phase III -Surveyor Blvd. to Addison Rd. Using TarI!l6.1.1.6 -Ughtlng_ Evaluetfon perIOd: Years 15 OPTION A (done this way In Phase II)
Onoor Schedule A: $ 14.00 Assumptions: Number of Ilgllts: 24 Contractor provides light fourKIatlons, conduit, and pullboxes Oncer Oncor Coot & Mer Chg. $ provld.. wiring. light otar<1ard.
(polos. luminaires. mas! arms). and power ..NIce (rIs<Ir. tmnsfOl1ll.... controller). kWh ConsurnptJon per light 160 provides etectrlctty, operaHors 8M maintenance for flat monthly rate
per light (00 meter). onoor Schedule 0: 4.85 kWh non-bypassablo charge. $ 0.0015 REP powat tam: $ 0.05 Annual Town Maintenance $ 3,000 Flat monthly rate paid to for operations, maintenance
non-bypassablas). (AssUmes 24 _",ds & lumlnari .. @ScheduIeARate) Monlllly cos! ofestimated el&drlcl1y paid to : (a..urnes $.05 per kwh eng.) 0P110NB Assumpl!ons: Contractor provides
light 1oundatJons. condutt, and pullboxes Contractor provldes vArlng, light standards (poles. luminaires, mast anna), and powerooMce (riser, transformer, controller). Town of Addison
provideS operetfons and maintenance. provtdes metered service and charges Town of Addison for electrtclty usage. Monthly cos! of metered el&drlcl1y paid to (...umes $4.85 charga & $.()O15
per _ chg.) Monthly cos! of metered eledrtClly paid to : (assumes $.05 per kwh chg.) Costof Town of Addison staff for opemtlOns, and maintenance: Is continoous overtime. In order to
add the .. _. _.-expactsncyoflhas1ructura will havetolle assumed and tho net presentvalue ofIbo monthlY_ 1over that Ume period catcu1 
Katura Curry Grantham & Associates, Inc 1919 S. Shiloh Road, Suite 310, L.B. 8 Garland, TX 75042 Re: 65% Design Review Comments Arapaho Road Extension from Surveyor to Addison Road DWU
Contract No. 03-199F Dear Mrs. Curry: Dallas Water Utilities received a set of65% design plans on September 9,2003 for the proposed construction project ofArapaho Road Extension from
Surveyor to Addison submitted by Grantham & Associates. DWU has the following 65% plans review comments: Sheet R-6,PP-9,IL-6 SWc73+00, Please show ex. 54" dia. manhole ±l OOLF W ofDWU
valve. (Ol'\ 10011 knt-t1 􀁾) Sheet SW-l, SW-2 StaO+OO to 88+00, Please show Stm. Swr. in profile. Irj.J.,lV SheetSW-2 Sta71+00 to 73+00, Three Stm Swr laterals shown crossing DWU 60"
water, Please redesign inlets not to cross water main ifpossible. Add Warning note. Sta 74+00, Prop 9'x5' box culvert shown to cross DWU 60" water line. Potential elevation conflict.
Please show profile, add caution note. The crossing must be non-open cut installation. L '" K-<{. wt. 'ftr-()\J£:r< 􀁓􀁨􀁥􀁥􀁴􀁾􀁓􀁉􀁬􀁌􀀠 Please include separate detail sheet for "clearance
envelope for DWU 60-inch water line." 􀁾(.. 􀁾 t1.tM.f. 􀁾 4, } . SheetXS-16, XS-17 Sta 60+00 to 61+00, Please show FL ofDWU 60" Water clearly. /Sheet XS-24, XS-25, XS-26 Please verify
continuation ofDWU 60" WL East of Sta 􀀷􀀴􀀫􀀰􀀰􀀧􀀭􀁬􀁲􀁾􀀠 Sheet IL-3 Sta 43+00, please show depth and diameter of light post footing. Please redesign prop light post with more outside
clearance from DWUwatermain. 􀁾 􀁐􀀧􀀭􀁾􀁾􀁾􀀨􀁊􀁴 clJz-v.5, Water Utilities Department· 􀁾 db 􀁾􀁾VS Engineering Services 02121 Main St, Suite 4000 Dallas. Texas 75201 0214 ·/.671-9523
􀁾 .. A city utility providing regional water and wastewater services vital to public health and safety. 􀁾􀁾􀀠 
Please incorporate these comments into the design. Please send 95% design plans to DWU for review when available. Ifyou have any questions or require any additional infonnation please
feel free to call Erick Steitle, the Project Engineer assigned to this project at (214) 671-9527. Sincerely, 􀁾􀁜􀁜􀁾􀀠 Erling Holey, P.E. Interim Program Manager, Engineering Services
Dallas Water Utilities cc: Luke Jalbert, Project Manager, Town ofAddison E. HoleylE. SteitlefM. RamirezlFile ,, . Water Utilities Department Engineering Services 02121 Main St, Suite
400 0 Dallas, Texas 75201 0214 I 671-9523 A city utility providing regional water and wastewater services vital to public health and safety. 
CITY OF DALLAS September 15, 2003 Katura Curry Grantham & Associates, Inc 1919 S. Shiloh Road, Suite 310, L.B. 8 Garland, TX 75042 Re: 65% Design Review Comments Arapaho Road Extension
from Surveyor to Addison Road DWU Contract No. 03-199F Dear Mrs. Curry: Dallas Water Utilities received a set of65% design plans on September 9, 2003 for the proposed construction project
ofArapaho Road Extension from Surveyor to Addison submitted by Grantham & Associates. DWU has the following 65% plans review comments: Sheet R-6,PP-9,IL-6 Sta:!:73+00, Please show ex.
54" dia. manhole:l:l OOLF W ofDWU valve, SheetSW-l, SW-2 StaO+OO to 88+00, Please show Stm. Swr. in profile. SheetSW-2 Sta7l +00 to 73+00, Three Stm Swr laterals shown crossing DWU 60"
water, Please redesign inlets not to cross water main ifpossible. Add Warning note. Sta 74+00, Prop 9'x5' box culvert shown to cross DWU 60" water line. Potential elevation conflict.
Please show profile, add caution note. The crossing must be non-open cut installation. Sheet R-5 Please include separate detail sheet for "clearance envelope for DWU 60-inch water line."
Sheet XS-16, XS-17 Sta 60+00 to 61+00, Please show FL ofDWU 60" Water clearly. Sheet XS-24, XS-25, XS-26 Please verify continuation ofDWU 60" WL East of Sta 74+00. SheetIL-3 Sta 43+00,
please show depth and diameter of light 􀁰􀁯􀁾􀁴􀁴􀁯􀁯􀁴􀁩􀁮􀁧􀀮􀀠 Please redesign prop light post with more outside clearance from DWU water main. Water Utilities Department Engineering
Services 02121 Main St, Suite 4000 Dallas, Texas 75201 0 214 '/671-9523 A city utility providing regional water and wastewater services vital to public health and safety. 
Please incorporate these comments into the design. Please send 95% design plans to DWU for review when available. Ifyou have any questions or requife any additional information please
feel free to call Erick Steitle, the Project Engineer assigned to this project at (214) 671-9527. Sincerely, 􀁾􀁜􀁬􀁾􀀠 Erling Holey, P.E. Interim Program Manager, Engineering Services
Dallas Water Utilities cc: Luke Jalbert, Project Manager, Town of Addison E. HoleylE. SteitJelM. RamirezJFile Water Utilities Department Engineering Services 02121 Main St, Suite 4000
Dallas, Texas 752010214/671-9523 A city utility providing regional water and wastewater services vital to public health and safety. 
StlMl\iARY: T/;!ls itel;ll is fot 􀁴􀁨􀀺􀁾􀀠OQnl!lddlition oian otdlnaticeauthorizingpatking alOl)gthe Street .right"O?wayin. the 41 00 block ofCenturlonWa,y for a 􀁾􀁦􀁩􀁮􀁥􀁤􀀧􀀡􀀱􀁭􀁥􀁰􀁥􀁲􀁩􀁯􀁤�
�􀀠an.a· app!"l)ving 􀂷􀁡􀁮􀁥􀁦􀁦􀁩􀀺􀁣􀁾􀁩􀁶􀁥􀂷 􀀮􀀴􀁾􀁬􀁥... FINANClALIMPACT: N/A BACICGROuN:D: 􀁔􀀺􀁨􀁾􀀠third pIi4Se (Ifthe pt\:WosedArapaho .RoadextensiQll:􀁰􀁲􀀨􀁩􀁊􀁥􀁥􀁴􀀺􀁴􀁬􀁬􀀮􀁾􀁤􀁳
from. Surveyor Blv(LtoA'd¢jisonRoad: "::onStrumon.pfthili.section 􀀮􀁏􀁦􀀺􀁁􀀬􀁲􀁩􀁩􀁰􀁩􀁕􀁴􀀶􀁒􀁯􀁡􀁤􀂷􀁷􀁩􀁬􀁬􀀮􀂢􀁩􀁬􀁾􀁰􀁬􀁦􀀻􀁦􀁥􀀡􀁬􀁮􀀠 􀁥􀁡􀁓􀁴􀀭􀁷􀁩􀁬􀀤􀁴􀀺􀁭􀁭􀁯􀁲􀁩􀁵􀀱􀁥􀁩􀁩􀁾􀁲􀀰􀁡􀀴􀁷􀁡
􀁹􀀠tlratislieci'!isilry torelWVi;l 􀁾􀁲􀁡􀁦􀁦􀁩􀁥􀁃􀁯􀁩􀁬􀁧􀁥􀁳􀁴􀁩􀁯􀁮􀁯􀁩􀁩􀁂􀁥􀁬􀁴􀀠 l,ine Road.. Itis rurt:iclpated that the newstteetwfilinitially'absorb"!pproxbnate!}' 11.000.
'l.; 1.l.b.i ,.t 􀁾s.. WI' da'!.w .i.t..l u. .I .n.a.l.t.i.f1uP'. l'I, f..u tur􀀢e􀁾o.n...t 􀁯􀁦􀁚􀀵.􀁾'􀂮.􀁏􀁶 .􀁥 .􀁨. 􀁩􀁃􀁩.􀁥.' 􀁳􀀠p·e·r df!Y. T.h•.e 􀁾.􀀮n􀀡􀁐 􀀹􀀮s􀀠ed." 􀀢􀀬􀁯􀁲􀁩􀁾􀁣􀁴􀁩􀁏
􀁦􀁩 impmvementswill lillvea direct impact QU :adjacent 􀁰􀁲􀁯􀁰􀁥􀁲􀁴􀁩􀁾􀀠!!long: to", 4100 hlock·ofCenturiolrW!iY, 􀁓􀁰􀁥􀁣􀁩􀀤􀁣􀁡􀁬􀁬􀁹􀀻􀁾 􀁩􀁪􀁮􀁩􀁏􀁩􀁬􀁤􀁴􀁯􀁦􀀮􀁡􀁖􀁡􀀮􀁬􀁬􀁬􀁜􀁢􀁜􀁬􀁾􀁯􀁦􀁦
􀁾􀁾􀁰􀁡􀁲􀁫􀁩􀁾􀁧􀁡􀁴􀀠 􀁴􀁢􀁾􀁲􀁥􀀦􀁯􀁦􀁓􀁥􀁶􀁾􀁬 􀁢􀁕􀀤􀁩􀁮􀁥􀀮􀁾􀁳􀁩􀀺􀁩􀁩􀁤􀁮􀀠ihis blockwlH bereauceddllring tbeoonstmctionpetiad. Asa result, parktngaiongme strooi.right.oC-way
iuhe41(iQblockofCent.uo9nWay is 􀁮􀁾􀁳􀁳􀁬􀁬􀁲􀁹􀀠toles5en tlleaftw ofme street and.lls:i(jsc: constrUction on eachb!($ine'ss. CeJi1lJrlon Way is 􀁤􀁥􀁾􀁩􀁧􀁮􀁬􀁬􀁴􀁥􀁤􀀠as a C.ommerciliiCollector
With a limit uno MRH: The street has a width df4} ft. 􀁓􀁴􀁬􀀡􀁬􀁦􀁲􀁥􀁣􀁯􀁱􀀱􀁭􀁾 tbj1t.Courtcu approve meattacned ordinance auilioiizing patking along the streefright"OfLway·in.the4100
block ofCentuo9nWilyfor. a 􀁤􀁥􀁦􀁬􀁮􀁾􀁪􀀺􀁩􀁭􀁥􀀮􀁰􀁥􀁮􀁯􀁤􀀬􀁡􀁲􀁩􀁤􀀠 􀁰􀁦􀁵􀁶􀁩􀁤􀁩􀁮􀁧􀁡􀁔􀁬􀀮􀁥􀁦􀁦􀁾􀁴􀁩􀁖􀂢􀀬􀁬􀀡􀁬􀁩􀁴􀁥􀀡􀀠
ORDINANCE NO. _______ AN ORDINANCE OF :1'HE "'lTV COUNCIL OF 1'HE TOWN OF' ADDiSON; TEXAs AUTIIORIZING PARK:tNG· AL(),NG ·S1'RE1tT 􀁲􀁵􀁇􀁉􀁉􀁔􀁾􀀨􀀩􀀢􀀧􀀧􀀬􀀮􀀻􀁗􀁁􀁖􀀠I.Nl'lIE 410lIBLOCK
(1F 􀁣􀁅􀁎􀁾􀁦􀁴􀁊􀁬􀁕􀁏􀁎􀀠WAY J'VR A DEFINED TIME. PERIOD' AND J'ROVIDINGANER(i'ECTlVEDA'fE. . ... . ......... "'" .# .. , .. .. ... .... ... .. WHEREAS.th¢. TO\Vll. of Addison. Texas.
is cutrelltlyin theJfroce5$ 'of acquirin& properly for tliecoDsttuction, relocation and extension ofArapaltolli)ad;a pubitc street ill Adtiisort TexaS' <incl .. ... ) .... ' ..)., .
WB.EREAS. s\1cli<.lbnsttuction,relocaliort and ,extension could affectavaiinble 􀀨􀁩􀁦􀁩􀁴􀁾􀁳􀁴􀁲􀁥􀁣􀁴􀀠 􀁰􀁡􀁲􀁬􀁣􀁩􀁮􀁧􀁦􀁵􀁲􀁣􀁥􀁲􀁾􀁩􀁮􀁬􀀮􀁬􀁬􀁬􀁓􀁾􀁾􀁳􀁾􀀠􀁬􀁯􀁥􀀡􀁬􀁾􀁣􀀡􀀬􀁯􀁮􀁃􀁾􀁾􀁲􀁨􀁾􀁮
􀀺􀁜􀁴􀁡􀀺􀁹􀀠withil;t Ad(.li$on, Texas; 'll.lld 􀀮􀁾􀀭􀀭􀀬􀀭􀀬􀀮􀀻􀀮􀀮􀀮􀀮...... 'VIlERE:AS. 􀁴􀁬􀁩􀁩􀀺􀁃􀁩􀁴􀁾􀀠COIUi<;i! .l1fthe Ti5V1'l:l:af Addisou, Texas is oithe opiri\PIl 􀁴􀁢􀁡􀁴􀁴􀁢􀁾􀀠
.best interest 􀁡􀁮􀁤􀁷􀁥􀁬􀁦􀁩􀁫􀁥􀀺􀁯􀁦􀁴􀁨􀁥􀁰􀀧􀁵􀁯􀁕􀀨􀁪􀁩􀀤􀀤􀁥􀁮􀁲􀁾􀁢􀁹􀁡􀀱􀀡􀁯􀁷􀁩􀁮􀁧􀁰􀁡􀁴􀁫􀁩􀁮􀁧􀀠alortg 􀀤􀁴􀁴􀁥􀁥􀁴􀁲􀁩􀁧􀁢􀁴􀁾􀁯􀁦􀂷􀀮􀁷􀁡􀁹􀀮􀁩􀁬􀀧􀁬􀀠 􀁴􀀱􀁬􀁴􀁾􀀠41®
􀁜􀁽􀁬􀁑􀁃􀁫􀁯􀁦􀁃􀁾􀁴􀀩􀁬􀁴􀁩􀁱􀁮􀀠Way durlng 􀁳􀁵􀁥􀁬􀀺􀁴􀁥􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁴􀁑􀁉􀁾􀀮 anyftffCl.'!t 􀁴􀁨􀁃􀁬􀀼􀀻􀁯􀁮􀁾􀁾􀁴􀁜􀁐􀁉􀀱􀀠 mjgilthave 􀁯􀁮􀁡􀁶􀁬􀁬􀁩􀁬􀁡􀁢􀁬􀁾􀀠􀀼􀀾􀁦􀁦􀁾􀁳􀁴􀁴􀁾􀁾�
�plifking fut 􀁢􀁩􀁬􀁳􀁪􀁮􀁥􀀦􀁾􀀠}O<*¢dollQjnturion.¥l4Y; No;W', Therefore, BElT ORDAlllt"ED·BY mE crrY CoUNCIL OF·Ti:IE·1'OWN of AD))I$O'N, TEXAS: Sedion I. That excflptdnring the
bourl;belween 2:00 a.m. and 6:00 a.m., parkinS is allowed along 􀁳􀁴􀁮􀀬􀀢􀁑􀁴􀁲􀁬􀁧􀁨􀁴􀀢􀁯􀁦􀁾􀁷􀁡􀁹􀁩􀁮􀀠the 4100 hlock llrCenturion Waybeginning.N(wenlber 1, 20()3thrci4gh..Novel11het30,2Q05.
To the 􀁾􀁴􀁥􀁮􀁴􀀠of!UiY-llOntllctbehveeirtlJisOnlii:iimcl.iand the Code of Ordinances of the Town..(l'f' Addison, inCluding Secnon 18-165 1iierel:>f regarding the desigmition ofno
parking and permitted 􀁰􀁡􀁲􀁫􀁩􀁮􀁧􀁡􀁲􀁾􀁡􀀬􀁳􀀻􀀠the.􀁴􀁥􀁮􀁮􀁾􀀧􀀬􀁯􀁦this Ordin!iI1ce 􀁾􀁡􀁬􀁬􀀠CQntrol. 􀁓􀁻􀁾􀁏􀁕􀀠Z. That if me C.()l\Sttllctitin" l'eldciUion aitde¥tetisioil
OfAJ:apab6.Ro"d 1s nnt complete by 'Novembw30, 2ooS. and the City Council determines ihat suchcortstruction COJltinues tjJaffect pl'Il'king for bilsinesse,s 􀁬􀁱􀁾􀂢􀁤.. on Centurion
􀁗􀁾􀁹􀀬􀁭􀁴􀀬􀀧􀁬􀁃􀁯􀁵􀁮􀁣􀁪􀁊􀀠may by teSQluti<>n (lxtend th\.l idloWance .ofparkhlg along street tight-of· way in the 4100 hlockof 􀁃􀁥􀁲􀁩􀁴􀁴􀁵􀁩􀁯􀁮􀀮􀁜􀁾􀀻􀁡􀁹􀁡􀁳􀀠􀁾􀀨􀁪􀁥􀁤􀀠herein
for an additional timepei:iod, 811idtime perio(lllOttO. extend 􀁢􀁩􀁹􀁾􀁤􀀮􀁍􀁩􀁬􀁙􀁊􀁊􀀮􀂷􀁚􀁪􀀩􀁐􀀹􀀬􀀠 . 􀁾􀁥􀁴􀁾􀀨􀁬􀁮􀁾􀀬􀀠 1'llat;thi$ 􀁐􀀱􀁜􀀱􀁬􀁮􀀻􀁴􀁩􀀩􀀮􀁣􀁾􀀧􀁪􀀻􀀱􀁩􀀮􀁴􀀴􀀱􀁴􀁬􀁪􀀮􀁫􀀺􀁾
􀀠􀀨􀀩􀁦􀁦􀁾􀁴􀀮􀁬􀁭􀁮􀁩􀁰􀁤􀁩􀁡􀁴􀁣􀁬􀁹􀀠􀁾􀁰􀁯􀀻􀁬􀁩􀀠􀁰􀁾􀁾􀁡􀁧􀁥􀁾􀁡􀁮􀁰􀀮􀀠ir iss.o ordained. D1Jl;Y PAS$EDBYmE.clTY COUNCiL O.F THETO'\\'N <lli: Al)J)I$ON; TEXAS;th!s lZlbo.ay
of:􀁁􀀺􀁵􀁧􀁵􀁾􀀲􀁑􀁪􀀩􀀤􀀮􀀠.... AttEST; 
􀁶􀁾􀀠. ., 􀁾􀀠 .f 􀁾􀀠 f!!"'1 􀁾􀀠􀁾􀀠 (,..9.,';<, 􀁾􀀠􀁾􀀠􀁾 V"X\ v..',;;P-VI 􀁾􀀠 􀁾􀀠c ,x{ 􀁾􀁾􀀮􀀻􀀧􀀠,J-􀁾􀀠(!,r' k" vi'-' 􀁾􀁾􀀧􀀠 \ • (J) ,rvV \tI> TOWN OF ADl)JSON 2()02 CAPITAL
PRO.mCT FUND INDIVIOUAL PRO,/ECT REVENUES, 􀁅􀁘􀁐􀁅􀁎􀁄􀁬􀁔􀁕􀁉􀁾􀁅􀁓􀀬􀀠AND CHANGES IN IM.LANCES Ci(1' JI11f11l1ga PI"II"oseti 20()3-114 Budgel .,1;, . 􀁾􀁉􀁬􀀼􀀧􀀠 \ Ctr' . V \ 􀁾􀁓􀁾􀀢􀀠
"eV'\ytPJ ,./'71\ 􀀧􀀺􀁦􀁦􀁉􀁾􀀠(".f<" rrD'1 I.P r""' ifi!W ""I.(l. 􀁾􀀠 \i.r 􀁾􀀠􀁾􀁾􀁊􀁬􀁾􀀠 􀁾􀀠, V-J «f.' "'\ 􀀼􀁾􀀠 Estimated 2003 Fiscal Year Project I Beginning I Revenue I Expenditures
I BUdget, I Ending Number Name I Balance jlnterestiOtherl Admln.Sal. Prof. Services Capital I Adjustments Balance 􀁾􀀠 03500 83300 02300 􀁾􀀠05301 􀁸􀁊􀁾􀀠 Unallocated Athletic Club
Outdoor Pool Arapaho Road Extension Belt Line Streetscape Spectrum Drive TOTAL $ 725,000 10,000,000 2,070,000 2,300,000 230,300 (27,000) (50,000) (750,000) (675,000) (3,150,000) $ 203,300
6,100,000 2,070,000 2,300,000 $15,095,000 $ 230,300 $ (27,000) $ (800,000) $ (3,825,000) $ -􀀤􀀱􀀨􀀩􀀬􀁾􀀡􀀺􀁩􀀬􀀳􀀰􀀨􀁽􀀠 􀁾􀁆􀀧􀀮􀁲􀀢􀀠 TOWN OF Al)JJlSON I't-, 2002 CAPITAL PROJECT
FUND 􀁾􀀠 􀁉􀁾􀀧􀀠 INI)IVIIHJAL PROJECT REVENUES, EXI'ENDITURES, AND CHANGES IN HALANCES 􀀮􀁾􀁑􀀠 􀁾􀀠 Cill' Mllllllgei' Proposed 2fJ1J3-114 BIIl(rtet 􀁾􀁶􀀠 rf:> {-qt1Budget 2004 Fiscal
Year 􀁣􀁉􀁾􀁜􀁻􀁊􀀮􀁴 Project I Beginning I Revenue I Expenditures I Budget II Ending Number Name I Balance IlnterestiOtherl Admin.Sal. Prof. Services Capital I Adjustments Balance 03500
83300 02300 05301 Revised: 07/30/03 Unallocated $ 203,300 150,000 (150,000) -$ 203,300 Athletic Club Outdoor Pool Arapaho Road Extension 6,100,000 (500,000) (5,600,000) Belt Line Streetscape
2,070,000 2,070,000 Spectrum Drive 2,300,000 (2,300,000) TOTAL $10,673,300 $15(),0(J(J ___􀁾___11§O,000) $ (500,000) $ (7,900,000) $ -$ 2,273,300 Printed: 7130)'2003 
DATE SUBMITTED: August 5, 2003 FOR COUNCIL :MEETING: August 12, 2003 Council Agenda Item: SUMMARY: This item is for the consideration ofan ordinance authorizing parking along the street
right-of-way in the 4100 block ofCenturion Way for a defined time period, and approving an effective date. FINANCIAL IMPACT: N/A BACKGROUND: The third phase ofthe proposed Arapaho Road
extension project extends from Surveyor Blvd. to Addison Road. Construction ofthis section of Arapaho Road will complete an east-west minor arterial roadway that is necessary to relieve
traffic congestion on Belt Line Road. It is anticipated that the new street will initially absorb approximately 11,000 vehicles per day, with a maximum future count of25,OOO vehicles
per day. The proposed construction improvements will have a direct impact on adjacent properties along the 4100 block of Centurion Way. Specifically, the amount ofavailable off-street
parking at the rear ofseveral businesses in this block will be reduced during the construction period. As a result, parking along the street right-of-way in the 4100 block ofCenturion
Way is necessary to lessen the affect ofthe street and bridge construction on each business. Centurion Way is designated as a Commercial Collector with a limit of30 MPH. The street has
a width of41 ft. RECOMMENDATION: Staff recommends that Council approve the attached ordinance authorizing parking along the street right-of-way in the 4100 block of Centurion Way for
a defined time period, and providing an effective date. 
ORDINANCE NO. ______________ AN ORDINANCE OF THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS AUTHORIZING PARKING ALONG STREET RIGHT-OF-WAY IN THE 4100 BLOCK OF CENTURION WAY FOR A DEFINED
TIME PERIOD; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Town of Addison, Texas is currently in the process of acquiring property for the construction, relocation and extension of
Arapaho Road, a public street in Addison, Texas; and WHEREAS, such construction, relocation and extension could affect available off-street parking for certain businesses located on
Centurion Way within Addison, Texas; and WHEREAS, the City Council of the Town of Addison, Texas is of the opinion that the best interest and welfare of the public is served by allowing
parking along street right-of-way in the 4100 block of Centurion Way during such construction to lessen any a:frect the construction might have on available off-street parking for businesses
located on Centurion Way; Now, Therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: Section 1. That except during the hours between 2:00 a.m. and 6:00 a.m., parking
is allowed along street right-of-way in the 4100 block of Centurion Way beginning November 1, 2003 through November 30, 2005. Section 2. That if the construction, relocation and extension
of Arapaho Road is not complete by November 30, 2005, and the City Council determines that such construction continues to affect parking for businesses located on Centurion Way, the
Council may by resolution extend the allowance of parking along street right-of way in the 4100 block of Centurion Way as provided herein fur an additional time period, said time period
not to extend beyond May 31, 2006. Section 3. That this ordinance shall take effect immediately upon passage and it is so ordained. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON,
TEXAS, this 12th day ofAugust, 2003. R. Scott Wheeler, Mayor ATTEST: APPROVED AS TO FORM: Carmen Moran, City Secretary Ken Dipple, City Attorney 
---MULn·uaBPATHCO'NCIIPT'-----------------------------------_______________________________________________________________________________________________________________________________
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N'PCQX. 􀁾􀁏􀁏􀀧􀀠 -1:INi=J-----------------------------------------------------------ARAPAHO ROADSCALE ,':100"·0· 
􀀱􀀺􀁉􀁾􀁩􀁩􀀭􀁬 I The [{IiTB CompaQ'e< S910Wes!PlafiDParkwaY,Su!!e200 -Plano, Texas 70093 {912/661·56i6 LETTER OF TRANSMITTAL Job No. 25768 DS 301 Date 􀁲􀀢􀁾􀁾􀂷􀂷􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠
To: !Jim Pierce Re; 􀁩􀁫􀁾􀁰􀀻􀀻􀁊􀀮􀀱􀁏􀀠Phase 3 ----!Town ofAddison 116801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 '---------i i65 % Submittal i WE ARE FORWARDING TO
YOU: NO. OF COPIES 4 SHEET NO. , LAST DATED ...__._..... Yz size sets ofPlans DESCRIPTION .. ............􀁾􀀭-. THESE ARE TRANSMITIED: o For approval 􀁾􀀠For your use I.J As requested
j .• PLEASE NOTE: 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭 ................ • Bridge and structural retaining wall plans are at 30% complete • Trail & Paving Layouts, Planting, and Irrigation plans are not
included in this submittal. Coordination between Slade Stickland and Ron Whitehead has been ongoing. The overall layout for the sidewalk is still up in the air, it would be advantageous
to wait until decisions for the overall look of the sidewalk have been made before beginning work on these plans. • The box culvert profile was not included in this submittal due to
uncertainty ofthe ace ent ofthe bridge piers and thrust blocks. G&A wanted the pier locations to be tied down to a 65% 1 el befo any major work was done on the box culvert profile. G&A
will submit plans and profile dra ings al g with the bridge 65% submirtal. COpy TO; File, JDH, 
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I 􀀺􀁉􀁾􀁩􀀠i=J MIIoe by IHN 00'. I.f1a/O:J. Job '!um\l!r Checfw<j by Oat9 :;1.5'1(,," 'bll Hlir_ 􀁲􀀮􀁾􀀢􀀧􀁊􀁨􀁬􀁲􀁴􀁬􀁬􀁬􀂥􀀠 Sheet Number For A,.QPc.\' .. _ Ph..:"" :nr B.ckclulcl<od
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•. " I • r lE(;END 􀁾 3 􀁾••J. Tr.-l'.(l4 S&,' I I , <l-:' Ii H..or) 􀀧􀁔􀀢􀀬􀀬􀁾􀁜􀀻􀀬􀀠􀁓􀁾.. <II-5 􀁈􀁾􀁯􀁤􀀠T,."ffic.. 􀁓􀁾􀁾􀀧􀀠 @St'f' 5i3n (::?J 􀁙􀁩􀁾I,), SljY! c&9 f.}" Ccm-trol
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R 1V d fax: 2003 . 7P Fax st tlon: HP lASERJET 1 HNTB 9726615614 06/13 '03 13:26 NO.028 01/02 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁬􀀠 Fax The {fNTn (.'.,,,,pnn'/;# Transmi.ttaj· To Steve Churchian Date June
13,2003 Firm Town ofAddison Totol Pages 2 [lnclvding this cover) Fox It From (972) 450.2837 Jenny Nlcewander Job Nvmber 25768 DS 302 o High Resolution o Urgent Please notify sender at
972·661·5626 ifpages are missing or ifthere is any1nUlsmission difficuJ.ty. Messoge Please verify the turning movements for the future north and south bound lanes Otl Addi.son. Road.
Tjust want In make sure 1have the correct configuration. My drawing I s!1,owed you the other day was not very clear. Please mark up and fax back when you get a chance Let me know ifyou
have any questions Jenny 59JO West 1'l""'Q Park;,i·"Y. Suile 200' Plant>, rexC1$ 7509] Voice (972) 661·5626 • Fax (972) 6I)J.5()U 
TOWN OF ADDISON To: /1.5 , L 12. /1Erfl"" If Company:_-<-ff.:.....I--V--'7'-=8____ FAX#: '172-c;;;:;/-S'6/tJDate: 6/s/t73 No. of pages (including 􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀁟􀀭􀀽􀀭􀀭􀀳􀁾􀁟􀀠 􀀧􀁾
.. ,'-' -.,' .. -, . PUBLIC WORKS Ph9ne: 972/450-Zg,f'(; Fai: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, 'IX 75001-9010 : . .'.' . _. ".--, -,' 
Arapaho Road Phase 3 Proposed Sheet List for 65 % plans May 20, 2003 • Title Sheet (65 Percent) • Notes (65 Percent) • Quantities (50 Percent) • Typical Sections (65 Percent) • Survey!
Horizontal Control Plan (65 Percent) • ROW plan (65 Percent) • Removal Plans (65 Percent) • Sequence ofConstruction (50 Percent) o Traffic Control at Addison Road and Surveyor Boulevard
o No Midway Road, wait on bridge design • Plan and Profile Sheets (65 Percent) o Horizontal and vertical data o Proposed and existing grades o Right-of-Way lines o Utilities Type, Size
and Elevations shown on Plan View o Transition stationing • Intersection Layout! Grading (65 Percent) • Driveway PlanlProfiles ( 65 Percent) • Parking Layout! Grading (65 Percent) •
Paving Details (50 Percent) • Bridge Layout (30 Percent) • Retaining Wall Layouts (65 Percent) • Permanent Signing and Striping (65 Percent) o Proposed striping and buttons o Proposed
location ofcrosswalks o General callouts (more detail with 95%) • SW3P Plans (65 Percent) o Planview Planview o General Details /Notes • Drainage Area Map (65 Percent) , I o Defined
drainage areas o Drainage Area flow calculations o Schematic ofProposed Storm Sewer o No bridge drainage areas or inlets • Drainage/Storm Sewer Design (65 Percent) o No detailed inlet
calculations o Pian view -:;::n c.ItJef; fJp>' eu.J,.J1cr"'T-? o Pipe Sizes, Inlet Sizes o Proposed Slope o No bridge drainage design Due to the necessity of coordinating with the bridge
foundation locations, proposed proffles will be completed with 65% bridge plans 
• Sanitary Sewer Relocation (65 Percent) o Plan view o Pipe sizes and slopes o General callouts Due to the necessity of coordinating with the bridge foundation locations, proposed profiles
will be completed with 65% bridge plans • Lighting Layout (65 Percent) o Pole, conduit, power source locations • Traffic Signal Plans (65 Percent) o Signal timinglphasing o Traffic signal
layouts • Trail & Paving Layout Plans (65 Percent) o Horizontal Layout & Materials (critical dim's & radii only, not coordinate correct) o Site & Trail Grading • Planting Plans (65 Percent)
o Layout & Materials o Plant Schedule • Irrigation Plans (65 Percent) o Layout (!vfeter & Controller locations, Power source(s), Mainline Routing including Sleeve locations} • Earthwork
cross-sections (65 Percent) o Annotated wi ROW line, slopes and elev. grids II 1/􀁎􀁾􀁲􀁥􀁬􀁯􀁾􀀠 riaYlS I oT YI-eed fv r 􀁾􀀧􀀨􀀧􀀠 dl 􀁾􀀻􀁉􀁜􀀧􀀭􀁨􀁥􀁳 I N1 J vst-􀁾􀁖􀀧􀀩􀀬􀁾􀀬􀀠
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-------DATE (MMtDDIYY) ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER m Lockton Companies 444 W, 47th Street. Suite 900 Kansas City Mo 64112-1906 5/5/03 A 􀁢􀁾􀁾􀁙􀀢􀁁􀁎􀁩􀀺􀁲􀁃􀁏􀁊􀁾􀁅􀁾􀁓􀀠NO
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AFFORDING COVERAGE INSURED INSURERA: CONTINENTAL CASUALTY CO. HNTB Corporation INSURER a: (VICTOR O. SCHINNERER) 5910 W. Plano Parkway,Suite 200 Plano, TX 75093 INSURERC: INSURER 0 :
• fNSURERE: COVERAGES PC ANY I TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR 􀁾􀀻􀀧􀀻􀀢􀀬􀀼􀀬􀀻􀀬􀀠 _THE I BY 􀁔􀁈􀁅􀁐􀁾􀁉􀁾􀀧􀁾􀁾􀀬􀀬􀁾�
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BELOW HAVE BEEtl.ISSUED TO THE 􀀩􀀮􀁾􀁅􀀮􀁏􀁾􀁾􀁾􀁲􀁵􀀮􀀢􀀠,," POLICY.!'E.RIO[). NU.' " I IJ..IIi: TYPEOFI 􀁾􀁾􀀠 u"''S o<uo•. , OIAR" 􀁾􀀠 EACH I s -I .. NOT APPLICABLE IFIRE, 1< XXXXXXX
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LIABILITY COMBINED SINGLE UMIT $ XXXXXXX _ ANYA1JTO NOT APPLICABLE (EEl aocklenl) AU. OWNEO AUTOS 600U:,'fINJURY $ XXXXXXX (Per person) =SCHEOULEO AUTOS _ HIRED AUTOS 8OOfl,( INJURY
$ XXXXXXX NON-OINNEDAUTOS {Per aeddent> f-1------GE $ XXXXXXX I GAIIAGE UABILITY AUTO' I • 􀁾 ANVA1JTO NOT APPLICABLE EAACC • 􀁸􀁸􀁸􀁸􀀮􀁸􀁸􀀻􀁾􀁬􀁘􀀠 AGG • t:􀁾:J􀁲􀁒'􀀼􀀮􀀧􀀧􀀧􀁒􀀧􀀧􀁾􀀠
EACH' • OCCUR 0 CLAIMS MAOE NOT APPLICABLE • R D u....UA • XX DEDUCllBLE FORM • RETENllON $ • WORKERS COMPEHSAll00 AND NOT ,I 􀁉􀁧􀁾􀁈􀀧 EMPLOYERS' UABILlTY E,L. EACH , < , 􀁮􀁬􀀢􀁁􀀮􀀢􀀧􀁅􀁁􀁆􀂷􀀮􀁾
􀁾􀁶􀁣􀁤􀀠< lUIJVUUI.X I '''MIT S A OlllER PLA 008213985 511/03 511104 $1,000,000 per claim & the PROFESSIONAL LIABILITY annual aggregate for all projects 􀁵􀁾􀀬􀁾􀀠 'U' HNTB Job 25768;
Arapaho Road Extension -Phase 11/111 sHOULD ANY OF THE ABOVE'lOESCRJSED POUCIES BE CANCELLED BEfORE THE EXPIRATION DATE THEREOF. THE iSSUING INSURER WIll. ENOIiiMtOA TO MAIL 􀁾 DAYS
WRITTEN Town of Addison NoncE TO THE CERTIFICATE HOLDER HAMED TO THE LEFT,BUf" FA,lI"UFlii TO gO 60 SHALL. Public Works Department IUPOiE HQ QIUJQAl=IOHOR WBI'f.'F(Or: AN¥KlNDUPO.llJIE
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Arapaho Road Phase 3 Proposed Sheet List for 65 % plans May 20, 2003 • Title Sheet (65 Percent) • Notes (65 Percent) • Quantities (50 Percent) • Typical Sections (65 Percent) • Surveyl
Horizontal Control Plan (65 Percent) • ROW plan (65 Percent) • Removal Plans (65 Percent) • Sequence of Construction (50 Percent) o Traffic Control at Addison Road and Surveyor Boulevard
o No Midway Road, wait on bridge design • Plan and Profile Sheets (65 Percent) o Horizontal and vertical data o Proposed and existing grades o Right-of-Way lines o Utilities -Type, Size
and Elevations shown on Plan View o Transition stationing • Intersection Layout! Grading (65 Percent) • Driveway PlanlProfiles (65 Percent) • Parking Layout! Grading (65 Percent) • Paving
Details (50 Percent) • Bridge Layout (30 Percent) • Retaining Wall Layouts (65 Percent) • Permanent Signing and Striping (65 Percent) o Proposed striping and buttons o Proposed location
0/crosswalks o General callouts (more detail with 95%) • SW3P Plans (65 Percent) o Planview o General Details I Notes • Drainage Area Map (65 Percent) o Defined drainage areas o Drainage
Area flaw calculations o Schematic o/Proposed Storm Sewer o No bridge drainage areas or inlets • Drainage/Storm Sewer Design (65 Percent) o No detailed inlet calculations o Plan view
o Pipe Sizes, Inlet Sizes o Proposed Slope o No bridge drainage design Due to the neoess/ty of coordinating with the bn'dge foundation locations, proposed profiles will be completed
with 65% bridge plans 
• Sanitary Sewer Relocation (65 Percent) o Plan view o Pipe sizes and slopes o General callouts Due to the necessity of coordinating with the bridge foundation locations, proposed profiles
will be completed with 65% bridge plans • Lighting Layout (65 Percent) o Pole, conduit. power source locations • Traffic Signal Plans (65 Percent) o Signal timinglphasing o Trafftc signal
layouts • Trail & Paving Layout Plans (65 Percent) o Horizontal Layout & Materials (critical dim's & radii only, not coordinate correct) o Site & Trail Grading • Planting Plans (65 Percent)
o Layout & Materials o Plant Schedule • Irrigation Plans (65 Percent) o Layout (Meter & Controller locations, Power source(s). Mainline Routing including Sleeve locations) • Earthwork
cross-sections (65 Percent) o Annotated wi ROW line, slopes and elev. grids 
<." ELLIPSE 23daya Mon4IT103 EXCAVATION OF WALKS 10daya Mon 4IT103 REINFORCED AREAS 7daya Mon 4121103 ELECTRTICAL UNOERGROUND 7daya Moo 4121103 ll! SPRINKLER SLEEVES 3daya Mon 4121103
FORM WALKS adaya Wild 4130103 Ill! FGlUNTAIN PLAZA 17 days Mon4l21103 VAULT 17 d8yjt Mon4l21103 ll! EXCAVATION 1day Men 4121103 I FORM SLAB 3daya Tue4l22lO3 REBAR /INSPECTION 1day FI14125103
POUR SLAB " 1day Mon4l25103 FORM WALLS 4daya Tue4l28lO3 REBAR 2daya Mon 515103 CLOSE WALLS 3daya Wild 6fT/03 SLEEVES 1day Men 5/12103 POUR WALLS 1day Tue5l13103 WATER CHANNELS 18 day.
Wild 412103 ll! FORM WALLS 5daya Wild 412103 • FIXTURES 3daya Wild 415103 CLOSE WALLS 3daya Mon4114103 POUR WALLS 1 day Thu4l17/03 LOWER CHANNEL SLAB 7daya Frl4I15103 MAINSTAGE 11 d8yjt
Thu4l17/03 FORM RETAINING WALLS 3daya Moo 4121103 I • I ,. I •• 1 􀁾􀀠 Ill! REBAR 1 day Thu4124103 CLOSE WALLS 2daya Frl4I25103 INSPECT 1 day Tue4125103 POUR 2daya Wed 4130/03 ll! REBAR@SLAB
3daya Thu 4117103 TeakNarne 􀁾􀀭􀀭􀁾􀀠 aodays Wild 412103 Teak 1..•. "I Mlleeione External Teaks Project: TWO WEEK SCHEDULE' •. 􀁾􀀭􀁾􀀭 V Date: Thu 4/17103 􀁓􀁰􀁬􀁾􀀠 ·, .. ·"",.. ",,,,,,,,,,,,,,,,,
1,,,,,, Summary .... .... Exter",,1 Mnestone • Peee 1 Tue5l1311) Wild lII71ll3 Fr14l18103 T.04128103 Tue4128103 Wild 4123103 Wild 6fT103 ru8&113103 rue 11113103 Mon 4121/03 Thu 4124103
Frl4128103 Mon 4125103 FI1512103 Tua5l6lO3 Frl518103 Mon' 5112103 Tue 5113103 Mon4l28l03 Tue418103 Frl4I11/03 Wild 4118103 Thu 4117103 Mon4128103 Thu 1111103 Wild 4123103 Thu 4124103
Mon4125103 Tue4125103 , Thu 5111031 Man 􀀴􀀱􀀲􀀱􀀯􀀰􀀳􀁾􀀠 Proeress ProjeC1 Summary --.... OeIIdline 
TlI1IkName INSPECT POUR FESTIVAL WAY UTILITY WORK GRADING FORMING REBAR POUR //i . I Duration I 8feft 1day Tue4l22JOS I TU84122103 1 day Wed 4123103 21 days Mon4l7103 10 days Mon4l1103
4 days Mon 4121/03 4 days Frl4l25103 . 2days Thu 6/1103 1day Man 516103 Wed 4123103 Mon IIII!103 Frl4l1S/03 Thu4124103 Wed 4I30I03 Fri6l2lO3 Mon 515103 Tuk "';>'I:;':'M Milestone PrOJGc1:
TWO WEEK 􀁓􀁾􀁾􀁅􀁏􀁕􀁌􀁅􀀠 • Split Suml11SlY .... Cate: Thu 4117/03 """,,,,,,,,,,,,,,,,,,,1'''''''''''' Progress Project Summllty U Pagel! Eklemal TlI1Ika .... Eklemal Milestone • U......
Deedllne -<} 
Steve Chutchian From: Michael Murphy Sent: Friday, April 18, 2003 4:25 PM To: Randy Moravec Cc: Bryan Langley; 'Cowles & Thompson (E-mail)'; Steve Chutchian; 'awashington@cowlesthompson.com';
'kdipple@cowlesthompson.com' Subject: Arapaho Road -Closings and condemnations Randy, Recently we have completed condemnation on two properties associated with the extension of Arapaho
Road and are planning to close on the acquisition of another. Therefore, this email is to alert you to the needs resulting from these ROW acquisitions: We need two checks cut-ASAP-for
the following as a result of Commissioners Awards: 1. $27,537.00 made payable to Dallas County, this is for Buliough/Lycos Office Building. 2. $115,000. made payable to Dallas County,
this is for 276 Trust/Gary Crouch. I will put necessary paperwork in interoffice mail on Monday. Secondly, we are planning to close on the Watson Taylor property on June 20, 2003 for
the amount of $1,583,210. John Hill and I will discuss this with you in more detail at our next staff meeting. Thanks for your prompt attention, please call with any questions. Michael
E. Murphy, PE Director of Public Works (972) 450-2878 Work (214) 215-5280 Mobile (972) 450-2837 Fax E-Mail: mmurphy@ci.addi8on.tx.us 1 
Michael Murphy From: Michael Murphy Sent:. 􀁔􀁵􀁥􀁳􀁤􀁡􀁾􀁊􀁡􀁮􀁵􀁡􀁾􀀲􀀸􀁾􀀲􀁑􀁏􀀻􀀳􀀠8:56 AM To: 'Randy Stalnaker' . Subjl1cf:. RE:.FW: Arapaho .Road in Addison· OWU 60. inch water
main Randy, L wU.l.. put the. infu teg:.ethex...ASAe arui have.. i.t deliver.ed to. :tour. o.ftice. Thanks .•• -----Orig;j..nal MessaILe:-----Frem: Randy Stalnaker [mailto;rstalna@mail.ci.dallas.tx.u
s] 5.ent.:. 􀁍􀁯􀁮􀁤􀁡􀁹􀁾􀀠.January 2.7 􀁾 ..2.QQ3. 5LQ3 PM To.: mmurphy@ci.addison.tx.us Subject: Re: EW: Aragaho Road in Addiscn -DWU 60 inch water main Mike, Qw:...s.taff.. has.
b.e..ld s.e.vEU:aL 􀁾􀁥􀁮􀁧􀀺􀀮􀁴􀁨􀂥􀀮 meet.in.g.s Q.lL the. A1:apa.l= Bo.ad p.ro..j..e.c.t s.ince. o.ur. Ill.e.e.Ung in ycur offices. We have ccncluded that we will need a ccuEle ef
items before we can make a decisicn. Could you please prcvide us with: L.. Uocumen.tat.iQIL e£.tha.lU.ght.. of. ilia:;:. that.!\.ddi.s.Q.lL has. acquj red.. sholtd..tl.g:. that Mdi sOlle
has the right to. use the prcperty fcr the purpcse cf the prcject. 2. A set cf glans for the 􀁅􀀮􀁲􀁣􀁾ect. Lf.. yau...b.a.1le.. 􀁾􀀮􀁔􀁬􀁥􀁳􀁴􀁩􀁑􀁮􀁳􀀻􀀠 pleaSe 􀁣􀁡􀀮􀁊􀀮􀀮􀁌􀀮􀁲􀁵􀁡􀀮􀀮􀀮􀀮􀁾􀀮􀀲
􀀮􀀮􀁬􀀮􀀮􀁁􀀺􀀮􀁇􀀮􀀲􀁑􀀢􀀧􀀺􀀧􀀵􀁟􀁂􀀱􀁌􀁌􀀠 OJ:.. j.J.l.s.t.... 􀁲􀁥􀁰􀁬􀁹􀀻􀁾􀀠􀁴􀀮􀀮􀁢􀀮􀀺􀁩􀀮􀁳􀀭􀁥􀁭􀁡􀁪􀁬􀁾􀀠 We will work as quickly as pcssible to develcp cur respense; we
recegnize the urgency ef this I>""j e..ct . Thanks for your patience, 􀁒􀁡􀁮􀁤􀂥􀀮􀁾􀁡􀁫􀁥􀁲􀀠 :;,» 􀀼􀁬􀁮􀁭􀁬􀁬􀀮􀁴􀀺􀁰􀁨􀁾􀁀􀀢􀁣􀁩􀀮􀀠addi.son.tK.. us> 01L2.7i03 ll: 􀀡􀁩􀁏􀁾􀀠»> Randy,
I was in hOlles tl;tat we would have cur llr.oie.ct back on track bY.now, Dc you have any new information for me? Jus.t a u<cap.. o.f. 0.= meat.iru;.1L211Q3 1.). Our eng:.in.ee= UlNTB.
and URal.. have designed the fcotings for the bridge to. withstand the scouring effects'cf the 60 inch main in case cf a blcw cut" if DWU enILi.neers Would like to. see the plans or
add to. them we wculd welcome their input. 2.) We have shcwn thfl .. plao.a. to. MASTE.CCo.D.SJ:.ru.cti.on and they, hav.e as.su:red us,. that..dur:i.ng a werst case scenario. leak on
the 60 inch main, kncwing the proximity cf· the water main•. roadwayapd 􀁢􀁲􀁩􀁤􀁾􀁥􀀮􀀠structure, they could have the main 􀁲􀁥􀁾􀁡􀁩􀁲􀁥􀁤􀀠 and back in service within 12 heurs. 􀁑􀁨􀁶􀁩􀀮􀁯􀁵􀁳􀀮�
�􀁹􀁾􀀠!>le. at:e. !>lj J J j ng: .to wo.rk w:itiL nwu to p.t:O.vide..ass.=e.s. arui 􀁾􀁬ude design cencepts that will satisfy your engineering and maintenance staffs, but we can't de
this if we don't cemmunicate and qet the 􀁡􀁬􀁬􀁅􀁲􀀰􀀲􀁲􀁩􀁾􀁴􀁥􀀠2?rties tcgether. Obvicusly, the Town has a great deal at stake and this is a time s.ensjtj:va P.t:.Qj..e.ct So. an.;t.
􀁩􀁮􀁰􀀮􀁵􀁾􀀠er statua .t:.epo.rl:. :v:o.u. 􀁃􀁑􀁾 prQvide. wOlLld be 
Steve Chutchian From: Michael Murphy Sent: Tuesday, January 28, 2003 3:46 PM To: Randy Moravec Cc: Bryan Langley; Steve Chutchian Subject: Arapaho Road Phase III ROW Acquisition Randy,
John Hill has asked that I give you notice that we are very close (about 20 days out) to closing two deals as part ofthe Arapaho Road Phase III project. The settled price for these two
deals are: Walson Taylor: $1,583,210 Charter Furniture: $ 166,446 Please make the necessary arrangements to make this money available to Mr. Hill. Thanks ..... call with any questions.
Mik.e, Michael E. Murphy, PE Director of Public Works (972) 450-2878 Work (214) 215-5280 Mobile (972) 450-2837 Fax E-1I1fd1: mmllrphy@ci."ddisan.t:<.us 1 
􀁾􀁾􀁟􀁇􀁲􀁡􀁮􀁴􀁨􀁡􀁭􀁟􀀦􀁟􀁨􀁯􀁣􀁩􀁡_􀁴_.􀁥---􀁳,,_Inc. DESIGNMEMO 1919 S. Shlloh Rd.. Suite 310. LB 8, Garland. 'IX 7S04Z Date: January 8, 2003 G&A No. 0320-02 To: Steve Chutchian,
P.E. From: Bruce Grantham, P.E. Re: Arapaho Phase III Drainage Calculations We have perfonned the preliminary drainage caleulations for the Arapaho Road Phase ill project. This design
memo presents the assumptions and findings of the drainage calculations. The drainage calculations take into account detention which appears to bc occurring on the Addison Airport property
just upstream of Lindbergh Drive. A detailed analysis of the detention has not been perfonned due to lack of detailed topographic infonnation in the area. However, calculations for the
culverts under Lindbergh have been perfonned. The foiIowing is a summary of the calculations and findings for the Lindbergh culverts. o There appears to be significant potential for
detention on the Airport property. o There have been no reports of water overtopping Lindbergh Dri Dri ve. • Lindbergh culverts: 4-27"x40" elliptical concrete culverts; 1-24" RCP. •
Calculations show a drainage area upstream of the Lindbergh culverts of 113 acres generating a runoff of435 cfs. o Under Inlet Control, the two sets of culverts release approximately
310 cfs assuming a headwater at the Lindbergh Drive top ofpavement. Open areas in the intrnediate vicinity of the culvert outfalls generate an additional 10 cfs ofrunoff into the Lindbergh
Channel. It is estimated that, based on the time of concentration, a peak runoff reaches the Lindbergh culverts from the airport property at approximately 33 minutes. We believe that,
once the peak flow reaches these culverts, detention begins to occur in the grassed swale areas at the south end of the airport. Using a worst case scenario, in which the headwater at
the culvert entrance reaches the Lindbergh pavement elevation, 310 efs will be released until the stonn water level recedes. Consequently, a modified CA (runoff coefficient * area) was
calculated based on the release rate of310 cfs plus the additional 10 cfs ofminor runoff. Attached to this memo are two summary tables. One shows the calculations without consideration
for detention on the airport property and the other with consideration of detention. As can be seen in the attached summary tables, the detention on the airport property reduces the
flow rate as follows: Tel.: (972) 864-23331 FAX (972) 864-23341 E-mail: Info@gr.-ce.net 
Location Discharge cfs Without Detention With Detention Difference Surveyor Culvert 1474 1374 100 Midway Culvert 1014 909 105 The attached tables summarize the flows for each drainage
area as delineatedin the aligmnent study for Arapaho Road. This study included a conceptual design ofthe Arapaho Road drainage system which will be finalized with the Arapaho Phase ill project. Surveyor
Culvert The existing culvert under Surveyor Boulevard consists of 3 -66" diameter reinforced concrete pipes. The culvert is approximately 255 feet long. According to the surveyed flowlines,
the slope is approximately 0.27%. Based on full-flow conditions, these culverts can convey approximately 525 efs, which is approximately 875 cfs less than the I 􀁾􀁏􀀭􀁹􀁥􀁡􀁲􀀠flow
at this location. With the Arapaho Phase ill project, we are proposing to make the culverts the downstream end of a closed storm sewer system. We are currently evaluating several alternatives
for upsizing the drainage structure at Surveyor. Once we have completed our evaluation, the alternatives will be presented to the Town. Mr. Greg Boyd has requested information concerning
the discharge at the property immediately downstream ofSurveyor Boulevard. He is considering enclosing the existing open drainage channel, which the 3 -66" pipes at Surveyor discharge
into, in order to provide the property with additional parking area. Based on the above preliminary analysis, the discharge at the property will be approximately 1400 cfs, with detention
considered at the airport. Based on full-flow conditions and an existing channel slope ofapproximately 0.7% Mr. Boyd should be able to install either 2 -9' x 6' box culverts or 3 -8'
x 5' box culverts depending on his site limitations. Should you have any questions regarding this analysis, please contact me. Tel.: (972) 864-23331 FAX." (972) 864-23341 E-mail: Tnfo@gra-ce.net

Arapaho Road Extension Phase II & III Drainage Calculations THIS SPREADSHEET ASSUMES NO DETENTION ON THE AIRPORT PROPERTY Drainage Area No. I Area C100 DACA ECA DATc To 1100 I Q100 I
Structure I (acres) I (minutes" (minutes" (inlhr) I (cfs) I East of Midway Road, North of Railroad Track 19A I 113.00 I 0.70 I 79.10 I 79.10 I 33.0 I 33.0 I 5.50 I 435 I 19B I 58.70
I 0.70 I 41.09 I 120.19 I 21.0 I 39.5 I 5.05 I 607 I East of Midway Road, South of Railroad Track 29C 77.10 0.65 50.12 50.12 12.9 12.9 8.02 402 27,28 3.19 0.90 2.87 52.99 3.5 13.4 8.08
428 29B 10.87 0.40 4.35 57.33 2.7 14.7 7.60 436 24,25,26,29A 6.18 0.90 5.56 62.90 2.8 15.7 7.47 470 20,21,22,23 19.85 0.90 17.87 80.76 4.0 18.4 7.04 569 Sum of Property East of Midway
Road 200.95 39.5 5.05 1014 Midway Culvert West of Midway Road 17,18 1.88 0.90 1.69 202.64 2.3 41.4 4.94 1000 16 17.53 0.90 15.78 218.42 4.6 48.9 4.51 985 13,14,15 9.55 0.90 8.60 227.02
5.3 42.1 4.89 1110 12 67.57 0.90 60.81 267.83 7.4 42.8 4.83 1390 10A,11A,11B,llC 8.28 0.90 7.45 295.28 2.5 43.1 4.80 1416 10B,110 2.01 0.90 1.81 297.09 2.5 43.4 4.79 1422 8,8B,9 12.61
0.90 11.35 308.44 3.7 43.6 4.78 1474 Surveyor Culvert 4j 5,617 9.65 0.90 8.69 317.12 3.3 46.0 4.65 1475 Arapaho II Culvert • Drainage Calculations.xis, Without Detention Consideration

Arapaho Road Extension Phase II & III Drainage Calculations THIS SPREADSHEET ASSUMES DETENTION ON THE AIRPORT PROPERTY USING A MODIFIED CA VALUE Drainage Area No. Area I Cl00 I DACA
I ModCA I ECA DATc Te 1100 I Q100 I Structure (acres)I I I (minu1esj (minutes) (inlhr) I (cfs) East of Midway Road, North of Railroad Track 19A' 113.00 I 0.70 I 79.10 I 58.18 58.18 33.0
I 33.0 I 5.50 I 320 19B I 58.70 I 0.70 I 41.09 I I 99.27 I 21.0 I 39.5 I 5.05 I 501 I East of Midway Road, South of Railroad Track 29C 77.10 0.65 50.12 50.12 12.9 12.9 8.02 402 27,28
3.19 0.90 2.87 52.99 3.5 13.4 8.08 428 29B 10.87 0.40 4.35 57.33 2.7 14.7 7.80 436 24,25,26,29A 6.18 0.90 5.56 62.90 2.8 15.7 7.47 470 20,21,22,23 19.85 0.90 17.87 80.76 4.0 18.4 7.04
569 Sum of Property East of Midway Road 180.03 39.5 5.05 909 Midway Culvert West of Midway Road 17,18 1.88 0.90 1.69 181.72 2.3 41.4 4.94 e97 16 17.53 0.90 15.78 197.50 4.6 41.9 4.91
970 13,14,15 9.55 0.90 8.60 206.10 5.3 42.1 4.89 1008 12 67.57 0.90 60.81 266.91 7.4 42.8 4.83 1289 10A,11A.llB,11C 8.28 0.90 7.45 274.36 2.5 43.1 4.60 1316 10B,11O 2.01 0.90 1.81 276.17
2.5 43.4 4.79 1322 8.8B,9 12.61 0.90 11.35 287.52 3.7 43.6 4.78 1374 Surveyor Culvert 4,5.6,7 9.65 0.90 8.69 296.20 3.3 46.0 4.65 1377 Arapaho II Culvert NOTES 'Drainage Area 19 has
been divided to better analyze the detention occuring on the airport property: 19A is the airport property, 19B is commercial property. See note 2 about the detention on the airport
property. 'Drainage Area 19: This area includes the Addison Airport. The culverts under Lindbergh which drain the airport property are undersized. Calculations show the culverts to be
acting under inlet control. There have been no reports of water over the road; therefore, it is assumed that detention is occuring on the airport property in the grass areas upstream
of Lindbergh. To account for this detention. a Modified CA was determined using the released Q =320 cfs from under Lindbergh, and the weighted C (0.63 inlhr) and the Area of the airport
(113 acres); therefore, therefore, the modified CA is 58.18. FOR ADDITIONAL DETAtL, SEE DESIGN MEMO. Drainage Carculallons.XIS, Modlfied CA Detention 
01/8,,12003 09: 27 972B4B2156 KARl PAGE Ell/El5 Facsimile Transmittal Date: Fax T Of: Fax# o: J aouary 9. 2003 Steve Chutchhm Tow!! of Addisop (972)450-2837 From: Grantham & Associates,
Inc. 1919 S. Shiloh Rd. Suite 310, L.B. 8 Garland, Texas 75042 Tel. (972) 864-2333 Fax (972) 864-2334 Email: Info@grac:e.net Ref: Arapaho Road Ph In Drainae;e # of Pages (including this
sheet): ---,5L-_ Fax From: KaturaCuny Comments: Steve, r am faxing to you a copy ofthe drainage memo on Arapaho Ph m. If you have any 􀁱􀁵􀁥􀁾􀁴􀁩􀁯􀁮􀁳􀀠or would like to discl\sS the
memo, please contact Bruce or me. An original will be mailed to you, Thank you, 􀁾􀁄􀁬􀁗􀁦􀁊􀀠 Thi$ messs8c 1$ 11'1tcndod only for the: use of the jndividllal or cfltil:)' to wl1ich
it is 􀁾􀁤􀁴􀁥􀁓􀁩􀀤􀁥􀁤􀀬􀀠ilnd mAY contain irtf'ottnllttot1 lhtit i, 􀁰􀁮􀁶􀀲􀁬􀁣􀁧􀁣􀁤􀁾􀀠 «mfidcnrial Bnd 􀁾􀁴􀁦􀁲􀁯􀁭 􀁤􀁨􀁾􀁊􀁯􀁓􀁜􀁬􀁔􀁃􀀠under :..pplkilbl¢ 10llw, I'fthe reader
of this message is nottbe intended l'tcipieru, or l11e employeo at o.senl respoJ1sible for delivering; the mesSIlgt: to the intended. Tec:ipient, )"Oll are hereby tlolmed that any 􀁤􀁩􀁓􀀤􀁥􀁭􀁻􀁮􀁡�
�􀁩􀁯􀁬􀀧􀀱􀁾􀀠􀁤􀁬􀁾􀁲􀁲􀁩􀁢􀁵􀁲􀁩􀁯􀁮􀀠Of 􀀬􀁯􀁰􀁹􀁪􀁾􀁳􀀠of this ,omm1,lI)h:!tion j, strjctly prohibited. If)'ou h3.ve received tbis communica.t\on in l."rTor, 􀁰􀁾 nolify UI!> immediately
by telephone. nnd rc1um lhe originll.l me$!iDgc to us. at the above addn-:n via the U,S. Polll!1 Service. Thank you. 
01/B9/2B03 09:27 972B413215& KARI PAGE B2i05 DESIGNMEMO 1919 B. S1UIohRd...""" 310, LBa, Guland, 'IX 751>42 Date: January 8, 2003 G&A No. 0320-02 To: Steve Chutchian, ,P.E. From: Bruce
Grantham, P.E. Re: Arapaho Phase In Drainage Calculations We have perfonned the preliminary drainage calculations for the Arapaho Road Phase mproject. This design memo presents the assumptions
and findings ofthe drainage calculations. The drainage calculations take into account detention which appears to be occurring on the Addison AiJ:port property just upstream of Lindbergh
Drive. A detailed analysis ofthe detention has not been perfonned due to lack ofdetailed topographic infonnation in the area. However. calculations for the culverts under Lindbergh have
been perfonned. The following is a swmnary oHhe calculations and findings for the Lmdbergh culverts. • There appears to be significant potential for detelltion on the Airport property.
• There have been no reports ofwater overtopping Lindbergh Drive. • Lindbergh culverts: culverts: 4·27"x40" elliptical concrete culverts; 1-24" RCP. • Calculations show a drainage area
upstream ofthe Lindbergh culverts of 113 acres generating a runoff of435 cli;. • Under Inlet Control, the two sets ofculverts release approximately 310 cfs assuming a headwater at the
Lindbergh Drive top ofpavement. Open area. in the immediate vicinity orlhe culvert outfalls generate an additionaJ 10 cis ofrunoff into the Lindbergh Channel. It is estimated that, based
on the time of concentration, a peak lUIloffreaches the Lindbergh culverts from the airport property at approximately 33 minutes. We believe that, ,once the peak flow reaches these culVerts,
detention begins to occur in the grassed swale areas at the south end ofthe airport. Using a worst case scenario, in which the headwater at Ihe culvert entrance reaches the Lindbergh
pavement elevation, 310 cfs will be relea.ed until the stonn water level recedes. Consequently, a modified CA '(runOff coefficient" area) was calculated based on the release rate of
310 ds plus the additional 10 cfs ofminor runoff. Attached to this memo are two smnmary rabIes. One shows the calculations without conSideration for detention on the airport property
and the other with consideration ofdetention. As can be seen in tbe attached smmnary tables, the detention on the airport 􀁰􀁲􀁯􀁰􀁾􀁲􀁴􀁹􀀠reduces the flow rate as 􀁦􀁯􀁕􀁯􀁷􀁾􀀺􀀠
T.I.: (972) 864·2333 J FAX: (972) 864·2))41l!:.mai/: Info@w.-ce.net 
01/09/2963 99,27 972940215(; KARl PAGE 1'13/05 Location Discharge erg Withont DetentioD With 􀁄􀁥􀁴􀁥􀁩􀁬􀁴􀁾􀀠Difference i Surveyor Culvert 1474 1374 100 i Midway CUlvert 1014 909 105
The attached tables summarize the flows for each drainage area as delineated in the alignment study for Arapaho Road. This study included a conceptual design ofthe Arapaho Road drainage
system which will be finalized with the Arapaho Phase m project. Surveyor Culvert The existing culvert under Surveyor Boulevard consists of 3 -66" diameter reinforced concrete pipes.
The culvert is approximately 255 feet long. According to the surveyed flowlines, the slope is approximately 0.27%. Based on full-flow conditions, these culverts can convey appt'O)(il'l).ately
525 efs, which is approximately 875 cis less than the l00-year flow at this location. With the Arapaho Phase mproject, we are proposing to m.ake the culverts the downstream end of a
closed stann sewer system. We are currently evahlating several alternatives fOf Upsizing the dfainage structure at Surveyor. Once we have completed our evaluation, the alternatives will
be presented to the Town. Mr. Gxeg Boyd has requested information concerning the discharge at the property inunediarely downstream of Surveyor Boulevard. He is considering enclosing
the existing open drainage channel, which the 3 -66" pipes at Surveyo...-discharge into, in order to provide the property with additional parking area. Based on the above preliminary
analysis, the discharge at the property will be approximately 1400 cfs, with detention considered at the airport. Based on full·f1ow conditions and an existing channel slope of approximately
0.7% ±, Mr. Boyd should be able to install either 2 -9' x 6' box culverts or 3 -8' x 5' box culverts depending onbis site limitations. Should you have any questions regarding this analysis,
please contact me. Tel.! 
In 109/213133 13'3: 27 97284132155 KARl PAGE M/a5 Arapaho Road E.t.. n.lol1 Phase II & III Drainage Caloulatlons THIS SPREADSHEET ASSUMES NO DETENTION ON THE AIRPORT PROPERTY 'Area No.
Area C100 DA CA I 1:CA I OA TO I Tc I 1100 I Q1()O I 􀀲􀀴􀀧􀁾􀀠 77, 􀁺􀁯􀁾􀀠 TraCI 0, O. I 'rae 0.65 0.: o. u ISum 01 p. I East of Midway F\oad !West of Midway Road I I (Inlhr) I (efs)
I 79.1Q J 79.10 I 33,0 f 33.0 5.50 I 435 I 41.09 I 120,19 I 21.0 I 39,5 I 5.05 I 607 I € , 5.56 17,87 200.95 2. 15.7 470 4. 􀀱􀁾􀀮􀀴􀀠 569 39.5 5.05 1014 1: IS 1.69 202.64 414 10' 0
15.76 216.42 46. 13.14.15 6,60 227.02 42. Midway Culvert 􀁾􀁾􀁾􀁾􀀱􀀧􀁾􀁾􀁾􀀶􀁾􀁩􀁾􀁾􀁾􀀭􀁲􀁾􀀶􀀰􀁾􀁾􀁾􀁾􀀫􀀭􀁾􀀭􀀫􀁟􀁾􀀴􀀺􀁾􀀭􀀫􀀭􀀷􀁾􀁾􀁾􀁾􀀫􀀭______􀁾􀀠 10A,11A,1 B,11e 8. 7, 􀁾􀀠
4 ) 2.01 21/7. 4 !;z. "I 8,8! 􀁾􀀠 31/3. 3.7 4 4.78 4'4 1---"';4f'>.. 􀀵􀁾􀀮􀀺􀀭􀀭􀀫􀀭􀀧􀀻􀀧􀀺􀀺􀀹􀀽􀀮􀀧􀀺􀀭􀀱􀀭􀁾􀀻􀀭􀀱􀀭􀀻􀀻􀀺􀀧􀀠 317,1: 3.J 4 􀀴􀀮􀁇􀁾􀀠 14"5 . Culvart • 
01/09/2003 09:27 972B4!l21S6 KARl PAGE 05/05 Arapaho Road Ext.nsion Phase II & III , Drafnagt Cal(;'utations THI$ $PREADSHEET ASSUMES DETENTION ON THE AIRPORT PROPERTY USING A MODIFIED
CA VALUE , Drainage Area No. I Area Cl00 I DA CA I Mod CA I I:CA I DATe I 􀁬􀁾􀀠 , 1100 I Ql0D I I (oe....s) I I I l,minullls)1 (mlnutesll (In/h') I (ofs, I East Of Midway Road, Nollh
of ailroad Track 19A" 113.00 I 0.70 I 79.10 I 58.18 I 58,18 I 33.0 I 33.0 I 5.50 , 320 I 198 58.70 I 0.70 I 41.09 I 99.27 I 21.0 39.5 I 5.05 I 501 Easl 01 Midway Road, South of Railroad
Track 29C 77.10 0.S5 50.12' 50.12 12.9 12.9 8.02 402 27.26 3.19 0.90 2.67 52.99 3.5 13.4 8.06 428 29B 10.87 0.40 4.35 57.33 2.7 14.7 7.50 436 24.25,28.29A 6.18 0.90 5.56 62.90 2.8 15.7
7.47 470 20.21.22.23 19.85 0.90 17.87 80.76 4.0 18.4 7.04 569 Sum of PropellY Easl of Midway Road 180.03 39.5 5.05 909 West 01 Mldway RQaa 17,18 1.S8 0.90 1.69 181.72 2.3 41.4 4.94 897
16 17.53 0.90 15.78 197.50 4.6 41.9 4.91 970 13.14.15 9.55 0.90 8.60 206. 10 5.3 42.1 4.89 100B 12 67.S7 0.90 60.81 266.91 7.4 42.8 4.83 1289 10A.llA,116.11C 8.28 0.90 7.45 274.36 2.5
43.1 4.60 1315 10B.110 2.01 0.90 1.81 276.17 2.5 43.4 4.79 1322 8869 12,61 0.90 I 11.35 287.52 3.7 I 43.6 4.78 1374 4.5.6.7 9.65 0.90 I 8.69 296.20 3.3 I 46,0 4.65 1377 Structure Midway
Culvert SUIVey,,' CUlvert Arapaho II Cutllel1 NOTES 'Drainage Area 19 has bean divided 10 better analy.:elhe detention oceuring on 1M airport property: laA is lhe airport proll<!lIY,
19B is commerciat property. See nole 2 aboullhe detenllon on the airport properly. %D",I.099 Area 19: This area includes Ihe Addison Airport. The culvert. undor Lindbergh which drain
the airport property are 􀁵􀁮􀁤􀁥􀁲􀁳􀁩􀁾􀁥􀁤􀀮􀀠 Calculations shOW Ihe cUlverts to be acting under inlel control. The'e have been no I'9pons of water over the road; the/ofore. it Is
assumed tnat detention is oeCllring on Ihe airpon propeny In Ihe grass areas upstream 01 Lindbergh. To accounl for Ihl. detentiOn, a Modified CA was delermined using Ihe released Q =320
cIS from under Lindbergh, and Ihe weignted C (0.63 inlhr) 􀁡􀁾􀁤􀀠Ihe Area of the airport (113 acres); tllflrefore. the modilied CA is 58.18. FOR ADDITIONAl DETAIL, SEE DESIGN MEMO 
01/14/2003 18:36 FAX DRS Facsimile liZ! 001 To: Firm: Facsimile: From; Date: Page 1 of; Subject: Message: S-uw{6 Gw"(O{I t\N !b>"D I Sa:> N 3 ce: URS Cooporation 3010 LBJ Freeway, Surta
1320 Dallas, TX 75234 T.I: 972AOMBSO Fax: 972..406.6951 www.urocorp.com CONPI!)ENTIALlTY NOnCE The 􀁩􀁮􀁲􀁏􀁏􀀱􀀧􀁬􀁩􀁬􀀮􀁴􀁩􀁾􀀠in this fl'le:nmUe ll'llnSmi!l.!lion iJ imtndw solelY
􀁲􀁯􀁾􀀠the 􀁩􀁕􀁾􀁤 "clpiMt of[hi! uansmission. Ifyou hc:vt rec:eiv;ld this fu in error. please notify the sendcrimmct;lhttc:iy by U!le.l'hona. rfyou arc nO( 􀁬􀁨􀁾􀀠 inttndl:d nmpicrn
.. pfe352 be. advised lhat dissemlnlll.ilm, dislribulion. or copying ofthc information comBined in litis fu:x is strictly pl'Oliibbcd. 
01/14/2003 18:36 FAX Ii!J002 DRS Memorandum Date: January 14,2003 To: Steve Chutchian, 􀁐􀀮􀁅􀁾􀀠 I A A From: CliffR. Hall, P.E. 􀁾􀀠 Subject: Arapaho Road Bridge. -Meetings with DWU
The following is a chronology ofmeetings regarding the discussions we had relative to Arapaho Road, bridge and roadway, with respect to Dallas Water Utilities' (DWU) 60" water main taken
from my notes and recollections Date: November 30, 2002 Location: Addison Service Center Attendees: Addison, DWU, HNTB, URS • HNTIl and DRS presented to DWU the Arapaho Road project
and the issues ofthe close proximity ofthe retaining wall and bridge to DWU' s 60" water main. • Discussion ensued regarding the limits that the retaining wall and bridge foundations
could be constructed, in relation to the water main. • DWU advised that drilled shaft foundations needed to maintain a 3 ft clear dimension from the outside ofthe water main. • DWU was
concerned about the retaining wall being too close to the pipe (about 8 to 10 ft) as it would cause additional pressure on the pipe and a break in the pipe could wash out the retaining
wall. • HNTIl discussed the use of soldier piles or a drilled shaft retaining wall to aleviate the above concern, DWU was agreeable to this solution, provided the 3 ft clear limitation
was followed. Date: December 8, 2002 Location: Addison Service Center Attendees: Addison, HNTB, DRS • HNTB and DRS presented options for addressing the issue ofthe 60" water main. •
For the bridge, URS presented straddling the water main with a fuoling, relocating the water main and moving the sidewalk outside ofthe arch to push the drilled shaft farther away from
!he water main. Addison recommended pursuing the latter. 
01/14/2003 18:37 FAX 141003 URS Page 2 of2 • For the retaining wall, HNTB proposed a cantilevered and removable sidewalk. They also proposed using the box culvert as a "footing" for
the retaining wall. • It was decided that DRS and HN1B should meet with DWU to discuss the options and get approval from DWU for an 8 ft sidewalk partially overhanging the pipe 17 io
20 ft above the ground at the arch bridge section and for the removable sidewalk at the retaining wall section .. Date: December 12, 2002 Location: HNTB's office Attendees: HNTB, URS,
DWU • HNTB and URS presented DWU options for the retaining wall and bridge as discussed in the December 8 meeting. • DWU advised that the retaining wall option with removable sidewalk
was acceptable. DWU also advised that the sidewalk on the bridge could overhang the pipe ifit was also removable. • DWU advised that they might just want to relocate the watennain themselVes.
DWU advised that it could be relocated before Arapaho Road construction commenced. DWU also advised that at an approximate cost of $1.5 million dollars that they could afford to relocate
the main. Date: January 9, 2003 Location: Addison Service Center Attendees: Addison, HNTB, URS, DWU • DWU advised that they could not allow vertical construction in their easement. •
DWU proposed two options to Addison; 1) move the roadway to the south outside oftheir easement or 2) pay for the relocation oftheir water main. • DWU estimated the cost of a new water
main (not including pavement replacement, easements or ROW cost) at about $2.5 million. • DWU advised that this decision was made by management and the DWU representatives at the meeting
could not change it DWU advised that Charlie Stringer and Chuck Mum:m were responsible for the decision. • HNTB questioned why roughly 20 ft of easement would not be sufficient for maintaining
the water main. DWU's response was that new construction requires a 60 ft easement for this size pipe and DWU's current requirements will not allow them to accept vertical construction
on their current easement 
,\"V,v ?1f!'L-f'. If 􀁖􀁾􀀻􀁩􀁬􀁊􀁴􀀡􀀧􀀠 -'f L.,.( c;trg, 􀁾 AI ek 17.JC-"1 '('fJ. ( wt1N1;v ,e.&, tv. -􀁾 /rti?J7tJC 4/R.p . I,. "I' a n:? '-''''1 􀁾􀀠 l-j11tv 􀁾􀀠/"I.ej .f-􀀨􀀮􀀮􀀮􀁖􀁾􀀬􀁶􀁾􀀭􀀭�
�􀀠 .J-1vW?'T ts 17-e tf-fi-n'"rCe. . \ 
HNTB 9726615614 12/12 '02 09:23 NO.054 01/06 Fax Transmittal TO 􀁾􀀠Ct;t1 J.o: t:::1;::::Dote Decembe( 12, 2002 Firm 􀁾I/(J(KSQW Total Pages 5 (InCluding this cover) Fox # From 972 991
1665 􀁴􀁗􀀾􀀭􀁴􀁥􀁾􀀱􀀠 Jerry Holder Job Number 25768·D8·301 o High Resolution o Urgent Please nOlii)' sonder at 972·661·5626 ifpages are missing or iflhcre is any ttansmission difficulty.
Message Cliff, here is the traffic d.ata that we have. 1would encourage you to get a copy ofthe KimleyHom traffic study on Beltline for additional infollllati.on. Also. DFWlNFO.COM has
existing counts for much ofthe area. Good Lucie Jerry 5910 West Plano Parkway, Suire 200' Plano, Texas 75093 VOice (972) t5t5I·j626· Fax (Y)72) 661·5614 
.HNTB 9726615614 12/12 '02 09:23 NO.054 02/06 􀀱􀀺􀁉􀁾􀁩􀁩􀁾􀀱􀀠 Fax The I{NTn CrUrl/1t1n;t:1 TUIl.sm.ittal To Cliff Hall. PE Date December )2, 2002 Firm URS Total Pages 5 (1n<::lvdlng
Ihis cover) Fox # 972·991·7665 Job Number 2S76S-DS-301 From lerry Holder o High Resolution o Urgent Please notify sender at 972·661·5626 if'pages are missing or iflhcre is any lranlil,l1ission
difficulty. Messoge Cliff, here is lli.e traffic data that we have. I would encourage you to get a copy ofthe Kimley. Hom. traffl.c study on Beltline for additional inform.ati.on. Also,
DFWlNFO.COM has existing counts for much ofllie area. Good Luck. Jerry 59W West PlOIIO Parkway. Suite 200· Plano. Te:ras 75093 Voice (972) 661·5626' Fax (972) 661·5614 
HNTB 9726615614 12/12 '02 09:23 NO.054 03/06 Alternative Alignments (cont'd) The narrowest portion ofthe alignment is between the MNBA building and the DART rightof-way where 81 feet
is available. Although there are no franchise utilities to contend with. a 60-inch Dallas Water Utility (DWU) transmission main is 􀁬􀁯􀁾􀁡􀁴􀁥􀁤􀀠in II 30-£00t easement adjacent to
the railroad. A concrete-lined channel is also located along this alignment between Midway Road and the Town ofAddison water tower. Given the potential access and cost benefits associated
with the DMT railroad alignment, a more in-depth evaluation ofits viabili.ty was conducted. 2.4 Traffic Apalysis At this point in the study, the project team reviewed trafl.ic assignments
for the year 2020 which were prepared by the North Central Texas Council (NTCOG) ofGovemments for five alternatives for the Arapaho Road Extension. Two ofthese alternatives included
entry and exit ramps at Midway Road, one with entry/exit ramps on the north side only and a secolld secolld with entry/exit ramps on the south side only, These alternatives are described
below, xviii) "No Build" Alternative -what is the impact on adjacent streets ifArapaho Road is not extended? il) "At-Grade" Alternative -Arapaho Road extended with the Midway Road intersection
at grade. iii) "Grade-Separated" Alternative -Arapaho Road extended with a grade separation at Midway Road without entty/exit ramps. iv) "Ramps on the North Side" Alternative -Arapaho
Road extended with a grade separation at Midway Road and entry/exitramps on the north side ofArapaho Road. v) "Ramps on the South Side" Alternative -Arapaho Road extended with a grade
separation at Midway Road and entry/exit ramps on the south side ofArapaho Road. 2.4.1 Projected Traffic Volumes The following table presents aswrunaryofprojected traffic impa&ts forthe
extension of Arapaho Road on Belt Line Road and Midway Road assuming that the Keller Springs tunnel is in service. II Febru.ry 1999 
HNTB 9726615614 12/12 '02 09:23 NO.054 04/06 J ,􀁾􀀠 Alternative Alignments (cont'd) I TRAlTICVOLUMECOMl'ARlSON 􀁾􀁾􀁣􀁮􀁄􀁄􀁾􀁙􀁾􀁃􀁖􀁏􀁌􀁾􀁂􀁙􀁙􀁾􀀲􀀰􀁗􀁽􀀠 I 􀁾􀀠 GIW))!: Sl!:PA!\ATtn
GRADE , GMDE WITH RAMl'S ON' Wrm: RAMPS ON' NOlJun.D ATGlW>E SIIPAIlA'mD NOllmSIDE SOtrTBSIDE ARAPABO ROAD Acl<UsDn to Midway Midway to Surveyot 24,000 . 6,000 13,000 13,tltlO 18,000
17,000 28,000 17,000 BELT LINE ROAD Addison to Midway Midway to Surveyor S8,OOO 47,000 53,000 46,000 S4,OOO 42,000 46,000 42,000 50,000 45,000 MJDWAYROAD North ofArapaho 52,000 36,000
44,000 44,000 32,000 South ofArapaho 58,000 57,000 44,000 50,000 60.000 South of Belt LiDe 52,000 46,000 47,000 52,000 2.4.2 Evaluatlg!! ofIraffie Volumes The existing congestion on
BeltLine Road and Midway Road supports an extension ofArapaho Road. Ttaffic already backs up on Midway Road from Belt Line Road to north ofihe DART railroad much ofihe day; consequently,
an at-grade crossing of Arapaho Road at Midway Road may not be feasible wiihout providing dualcoordination ofihe traffic-signals along Mldway and Belt Line Roads. The grade separated
scenarios, wiih or without ramps, all reduce traffic on Belt Line and Midway Roads with the exception ofthe section ofMidway Road between proposed Arapaho Road and Belt Line Road with
ramps on the south side. For the grade separated scenario without ramps, year 2020 volumes on Belt Line Road are projected to be approximately 5,000 vehioles per day (vpd) less with
Arapaho Road extended. Volumes on Midway Road are projected to be 􀁾􀁵􀁣􀁥􀁤 by 8,000 to 12,000 vpd, Arapaho Road is projected to carry 13,000 vpd nom Addison Road to Marsh Lane ifno
entry or exit ramps are installed at Midway R.oad. ACcording to the projected traffic volumes, the extention ofArapaho Road can be constructed as a four-lane undivided roadway ifno cntty
or exit ramps are installed at Midway Road. It should be noted that even though these traffic studies contain a large margin for error, they do serveto.. support·thccgrade separated
configuration wiih no no ramps at Midway Road. 12 Febru.." 1999 
I I I I I I ,J t I l , J t ,. 􀁾􀀠 I l .HNTB 9726615614 12/12 '02 09:23 NO.054 05/06 Very stiff to hard clay was encountered in the borings to depths ranging from approximately 2 to
9 feel. The clays were highly plastic, with liquId Ifmlts ranging between 52 and 73 percent, and plasticity indices ranging between 30 and 44 percent. The clays were underlain by tan
weathered limestone. In Borings 6-1,6-4, and B-6 the tan weathered limestone extended to the boring termination depths. In Borings B-2, B-3, and 6-5 the tan weathered limestone extended
to depths ranging from 7 10 10 feet, and was underlain by gray unweathered limestone below that tlepth range. 4.2. GROUNDWATER CONDITIONS The borings were adVanced using continuous flight
augers. This method of boring advancement allows the observation of the Initial zones of seepage. Seepage water was not encountered during drining or at drilling completion. It is not
possible to accurately predict the magnitude of subsurface waler fluctuations that might occur based upon shortterm observations. The subsurface water conditions are subject to change
with variations in climatiC conditions and are functions of the subsurface soil conditions. 5.0 PAVeMeNT RECOMMENDATIONS 5.1 PAVEMENT DESIGN A pavement analysis was performed using the
Pavement Analysis Software (Version 5.0) of the American Concrete Pavement AsSociation. This computer program Is based on the MSHTO Guide for Design of Pavement Slruc:lures, published
by the American Association of Stale Highway and Transportation Officials. A descripUon of the traffic loading, design parametens used in the analysis, and the resuillng reeommended
pavement section is presented in lhe following sections. 5.2 DESIGN TRAFFIC LOADING It is understood that an Average Daily Traffic (ADT) of 20,000 vehicles per day (vpd) is anticipated
for the proposed roadway and that up to 15 percent of this traffic will be from trucks. It is also understood that the Average Daily Traffic is an average for the life of the pavement
and that it includes any antiCipated traffic growth. The design period for the . pavement is 30 yeans. '"-;.-t PE01-00S PAGE 3 TERRA-MAR 
I I I I I I I f t I I , I I I I I I I• HNTB 9726615614 12/12 '02 09:23 NO.054 06/06 The design lane was designed using 50 percent of the estimated daily traffic. The design lane traffic
loading was calculaledusing a directional distribution factor of 0.5 and a lane distribution factor of 1.0. The resulting ADT for the design lane was 10,000 vpd. Information regarding
the type and distribution of the heavily loaqed vehicles was not available. Truck distribution for use in design was therefore based upon dala supplied by the Highway Statistics Division
of the Federal Highway Administration. The following traffic distribution was assumed for design. The project traffic engineer Should review the assumed truck distribution to confirm
that it is representative of the anticipated loading. TABL.E 1 -OESIGN L.ANE TRAFFIC VOLUME VEHICLE TYPE DESIGN LANE TRAFFIC PERCENT OF ADT VOLUME Automobile ! 85.0 8,500 vpd Single-unit
Trucks; 2 axles 12.9 1,290 vpd and 4 tires Single-Unit Trucks; 2 axles 1.65 165 vpd and 6 tires tires Multi-Unit Trucks; 4-axle 0.15 , . 15 vpd Multi·Unlt Trucks; 5-axle 0.3 30vpd 5.3
PAVEMENT DESIGN PARAMETERS Pavement design parameters used to develop the recommended concrete pavement sections are presented in Table 2. Design parameters are presented for Portland
cement concrete pavement over a '(1) cement treated permeable base with drains, (2) cement treated base, and (3) lime stabifized Sl.Ibgrade. DE01>O05 PAGE 4 TERRA-MAR 
Steve Chutchian To: dmcswain@dallascounty.org Subject: Araphao Rd., Ph. III Schedule David· the following is our anticipated schedule for the Arapaho Rd., Phase III project. The project
limits are Surveyor Blvd. to Addison Rd. Initiate demolition of several structures within project limits May 2002 Bid letting for construction July 2002 Begin construction August 2002
End construction January 2004 Should you require any additional information, pleae let me know. Steve Chutchian 1 
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MEMORANDUM TO: FROM: RE: DATE: Mike Murphy, Director Department of Public Works Angela K. Washington Arapaho and Addison Road Projects September 5, 2002 We discussed this morning altering
the process for acquiring the various tracts involved in the Arapaho and Addison Road Projects, To confirm, the proposed process is as follows: G If a counter-offer is received for a
parcel, staff would examine the offer to determine its acceptability and feasibility, • If the offer is not acceptable or is not feasible, staff would then negotiate with the property
owner and attempt to reach an agreement that is acceptable. • If an agreement cannot be reached, our office would prepare a condemnation resolution to be scheduled for Council consideration.
• If an agreement is reached, our office will prepare a contract setting forth the terms of the agreement. • The contract would then be forwarded to the owner for review with a statement
informing the owner that the agreement is subject to Council approval. • If the owner disagrees with any wording contained in the contract, our office would discuss with staff, or the
owner if necessary, wording changes that are acceptable to both parties. • Once the owner signs off on the contract, staff would schedule the agreement for Council consideration. • If
the Council makes changes to the terms of the contract, the contract would be amended as directed by Council and presented to the owner for acceptance or rejection. If you have any additional
thoughts or comments, please let us know. c: Steve Chutchian Ken Dippel John Hill 
-----01-11-01 16:01 From-PROPERTY MANAGEMENT 2149464083 T-4aa POI/OS F-400 City of Dallas FAX COVER PAGE Property Management Date: July 22,2002 (3:51PM) If !here .re any problems with
the receipt of lhe documenlS. eallthe sander directly at Ihe number below or (214) 948-4100, Number of total pages in this transmission: 6 TO: Luke Jalbert FAX #: 9724502837 Public Works
Department Town of Addison FROM: Orlando Alameda FAX #: 214-948-4083 Senior Real Estate SpeCialist ALTERNATE #: 214-948-email: oalamed@ci.dallas.lX.us PHONE#: 214-948-4159 Arapaho Road
Dedication SUBJECT: Log # 25877 Field Note Revisions COMMENTS: Please have your sUlveyor make the requested revisions and forwarded 10 me 2 original copies at your earliest convenience,
Please let me know if you have any questions. 􀁾􀀲􀀰􀀠E. JEFFERSON BLVD. DALLAS. TEXAS 75203 214-948-4100 l'r'** CONFIDENTIALITY NOTICE *** This Fax Cover Sheet and the documenls, if
any, accompanying it, contain confidential information which is legally privileged. The information is intended only for the use of the recipient named above. tf you have received this
fax in error, please immediately notify us by telephone to arrange for return of the original documents to this office. You are hereby notified that any disclosures, copying, distribution
or the taking of any action in reliance on the cOnlenrs of this rax information is strictly prohibited! C:\AIlH'I"Iedlllv,HlrJeMFa.. 􀁈􀁯􀁔􀀡􀁰􀁲􀀴􀀱􀁾􀀠wpd 
07-1Z-0Z IS:0Z From-PROPfRTY MANAGEMENT Z149484083 T-483 P oztos F-400 􀁍􀂷􀁊􀀭􀀺􀀧􀀺􀀬􀀬􀀢􀀢􀁾􀂷􀁮􀀮􀁜􀁜􀁗􀀧􀁐􀁦􀁦􀁩􀀩 Memorandum 􀁉􀁊􀁦􀁧􀁬􀂣􀀿􀀡􀂷􀀺􀁉􀁊􀀮􀁾􀀠􀁾􀁴􀀩􀀠􀁾􀀱􀀠􀁾􀀨􀀮􀁩􀁬􀁊􀀠
JUt 2 Z 2002 PROPERtY MANAGEMEHT DAn. July 15, 2002 CITY OF DALLAS TO Orlando Alameda Property Management Department ,U"Ecr Arapaho Street Dedication of Roadway Easement Log No. 25877
Block No. A Lot 1 We have reviewed the one (1) set of revised field notes for the subject project and find the following revisions need to be made prior to approval: The second THENCE
paragraph on page 1 of 2 and the first THENCE paragraph on page 2 of 3 n ... 5/8 inch iron rod set in the proposed South right-ofway line of Arapaho Road;" Cite in the metes and bounds
description as NEW right-of-way line. The Locator Map should be cited as the meles and bounds description "NEW". The survey plat should be on plain 8 1/2" X 11" white bond paper, signed,
sealed and dated by a Registered Professional Land Surveyor. We are forwarding a RED-UP copy copy of the field notes to assist with the revisions. Please make these changes and all necessary
changes to the field notes. We will need to review two (2) original copies of revised field notes and accompanying survey plat submitted on plain 8 Yz" X 11" white bond paper, signed,
sealed and dated by a Registered Professional Land Surveyor. If you have any questions or need further assistance, please contact Patrick Pippin or Terry D. King at 214-948-4144 in Room
318 of the Oak Cliff Municipal Center 􀀴􀁾􀀻􀀬􀁾􀁾􀀫􀀭􀁳 .......... 􀁾􀁾􀁪􀁴􀁹 Survey K. I'"(J ,( 􀁾􀀠 .'" MemoS/25snOC2. 
07-2.. ,-01 16:01 From-PROPERTY MANAGEMENT 114948408, T-48S P.OS/OS F-400 Parcel 4 field Note Description Arapaho Road Roadway Easement Town of Addison Dallas County, Texas BEING a description
of a 0.0256 acre (1,114 square foot) tract of land situated in the Edward Cook Survey, 􀁁􀁢􀁳􀁴􀁲􀁡􀁣􀁾􀀠 Number 326, Town of Addison, Dallas County, Texas, and being a portion of a
called ·19.01 acre tract of land conveyed to ·the City of Dallas as evidenced by deed dated August 5, 1956 and recorded in Volume 4942, Page 629 of the Deed Records of Dallas County,
Texas, also being a portion of Lot I, Block A of Beltwood Reservoir, ·an addition to the Town of Addison as evidenced by plat dated August 2, 1989 and recorded in Volume 90012, Page
3386 of said Deed Records, said 0.0256 acre tract of land being 􀁾􀁯􀁲􀁥􀀠 particul",rly described by metes and bounds as follows; , l'lEG!NNING at a 5/8 inch iron rod found ··for the
common Northwest: cornel: of said Lot I, Southwest corner· of a roadway easement dedicated by said said plat· of Beltwood Reserv.oir, and ·Squtheas1:: corner of a 60 foot wide right
of way·dedication as evidenced by the .pl&.t ·of Addison Rest.aurant Park, an addit.ion to the Town 'of Addison, dated March 9, 1968 and recorded in Volume 88066, Page 4219 of said Deed
Records, said point also being in the East line of said Addison Restaurant Park, and the East line of. a called 4.1525 acre tract conveyed to Heritage. Inn. Number XIII daLed January
24, 1997 and recorded in Volume 97018,. Page 00073 bf said Deed Records; THENCE, NORTH 80"11'36# EAST (called SOUTH 80"49'50". WEST); departing said lines and along the common North
line of said Lot 1 and .South line of said roadway easement, a distance of 10.82 feet .(called 10.57 feet) to a 5/8 inch iron rod set for the beginning of a tangent curve to the left;
THENCE, NORTHEASTERLY, continuing along said· common line and along the arc of said curve having a radius of 1,270.00 feet, a central angle of 􀁾􀀠"22' 46" I a chord bearing North 7BoOO'13#
East for 97.05 97.05 feet, for an arc distance .of 97.07 feet to a 5/8 inch iron rod set in 􀁴􀁨􀁥􀀨􀁐􀁦􀀹􀁾􀁾􀀠SOULh right of way line of Arapaho Road; (1); :::><.. 􀁾􀁬􀀼􀀮􀁫 .:..)
Nc..) palle 1 of 3 
01-22-02 16:02 From-PROPERTY MANAGEMENT 2149484083 T-483 P.04/06 F-400 .." 􀁾􀀠PARCEL 4 -ARAPAHO ROAD 􀀬􀁾􀀠 􀁾􀀠􀁩􀁾􀀠 ROADWAY EASMENT 􀁾􀀮􀀠'. THENCE, SOOTH 66°22'04" WEST, departing
said common line and along said 􀁥􀁲􀁯􀁾 South right of way line of Arapaho Road, a distance of 3I:r':Il feet to a 5/8 inch iron rod set for the point· of curvature of a tangent curve
to the right: THENCE, SOUTHWESTERLY, continuing along said line and the arc of said curve having a radius of 1,177.92 feec, a central angle of 4°03'26", a chord bearing South 68°23'47'
West for 63.39 feet, for an arc distance of 83.41 to a 5/6 inch 􀁾􀁲􀁯􀁮􀀠 rod set in the common West lines of said Lot 1 and said called 19.01 acre tract· and East 􀁬􀁾􀁮􀁥􀁳􀀠 of said
Addison Restaurant Park and said called 4.1525 aCre tract; THENCE, NORTH 00Q12' 19" EAST (called SOUTH 00·49' 37" WES!) , along ·said common line, a distance of2l.00 feet to the POINT
OF 'BEGINNING; .cONTAINING an area of 0.0256 acres or 1,11" square fe.et of land within the,metes recited ..· All .bearings are referenced to the North :Right of Nay 􀁾􀁩􀁮􀁥􀀠'of Centurion
Way, called S 89"51'55" £, according to the final plat of. Lot 3, Surveyor Addition, Addison ·West· Industrial Park, recorded in Vol. 77173, page 135, Deed Records of Dallas county,
Texa.s. A plat . of even survey date herewith accompanies this description. It Ayvb R. Sandhu, a Registered Professional Land Surveyor, hereby certify that 'the legal description her.eon
and the accompanying plat represent an actual survey made on the ground under my supervision_ 􀁾£. 􀁾􀀢􀀧􀀺􀀬􀀬􀀼􀀵􀀾􀀠 //-I:e17 A b R. Sandhu, R.P.L.S. Texas Registration No. 2910 Page.2
of 3 -'
----􀁾􀁦􀁾􀁐􀀠 l ,,-; lt V //) (' /-Ii l--. 􀁾􀁾􀀠 ';-:O-r"""'f 􀀻􀁾􀁉􀀮􀀮􀁉􀀭 ,; r1 CI 4·22'46" 1270.00' 97.07' I N 78nO'tY E -97.05' L..9 I '"03'2.-I 1\71.92' I 63.... I S .8'23'47'
W. -"'.39' 􀁾􀀠 􀁾􀀠 􀁾􀀠 l,tNE lABlt: UN( SEARINC """" 01S1 CiOUL' " II 8&1"JEi" E SM-'(f"$O*I\,' .o.s2· lO!lo1' L2 S 66'22'04" W -)0.7" -l3 N 0012'19" E 􀀵􀀰􀀰􀀢􀁾􀁧􀀧􀀳􀀷􀀢􀀧􀀱􀁴􀀻􀀠
21.00' -CU!l\l\' lAfltE CURVi.1 OtlTA I RAWUS LENGl11l CHORn 􀁾􀀠 􀁾• 􀁾􀀠 􀁾• 􀁾􀀠 􀁾􀀠 􀀮􀁾􀀭􀀽􀀭 􀀬􀀮􀀮􀀮􀀮􀁾􀁉􀀧􀀠􀁾􀁏􀀠ROf'll (",,,,IollCe R_O..􀀺􀁾􀀠 􀁾􀀠 􀁾 􀀢􀀧􀁕􀁇􀁬􀁬􀁾􀀻􀁻􀀧􀁾􀁾􀀧􀀠􀀬􀀮􀀬�
�􀀮 F r. 􀁬􀀤􀀮􀁾􀁰􀁾􀁏􀀠PoOI'D 􀁾 '¥r:I-􀁾 O.R.U.C.1:. -g (6Q' RP_w.l l:'l \.l....􀁒􀁾􀀠<J, tll\)8 ri'l 't"O\.. 􀁥􀀮􀀶􀁾􀁇􀀮􀀠pO, 4119 mit, 5/11" 􀁉􀁾􀀠:Itro ;S o R.{\,C.1• 􀁬􀁬􀀡􀁩􀁀􀁗􀀦􀀧􀁾􀁬􀁦􀁉�
�􀀠 􀂫􀀡􀁀􀁏􀁾􀀠$OOWI!'Ir -< '._'" l 􀁰􀁾􀀠 􀁾􀁯􀁾􀁬􀁩􀀺􀂮􀀠 i 􀁾􀀠 1\£'1//lR1J' /l!\O ftolol) LOT 1 BLOCK A. OCLTWOOO RESERVOIR CAU(O 1!l.Q1 AC. AUGUST 2. 1989 CITY or O/.!J.AS VOL
90012. PG. JJ86 􀁁􀁕􀁾􀁓􀁔􀀠$, \955 􀀢􀀧􀁾 􀁾􀀧􀁾􀀮􀀧􀁾 ____ 􀁾􀀠... _l. l. ____ OR.D.C,l'. vet. 4942. pc:. 􀁓􀁾􀁧􀀠 O.R.\:LC,I 􀁾􀀻􀁾􀀠 t=.; ( *RlTA.G£: INN t:UMB!::R XI!!. -...,.;;.---s
.; : UJ.MiEJJ 􀁐􀁁􀁒􀁔􀁎􀁅􀀮􀀮􀁱􀀺􀁓􀁈􀀺􀁾􀀠 􀁾􀁄􀀻􀀡􀀮􀁏􀁬􀁰􀀠iTt.:51A.JF)UH t . CALLE!) 1.1525 ,\OH'::$ 􀁾􀁁􀁲􀀮􀀺􀀮􀁙􀀮􀀠 ••W-JI}.\RY 24, 1991 MARCH 9, 1988 VOL 97018, PC. 00073 􀁾'\
V\'l\.. 88rSJ>. ?(.. <2t9 D.M.D.C.T. 􀁾􀁉􀀧􀀠 . Pl\APAHO ROAD D.R.D.C.T. ROADWAY EASMEWT PARCEL 4 /, PLAT Of A NOlLS: O.G255 ACRf (1.114 SJ FT.j 'iRACT Of LAND All £AS(Ir.IE.NlS :J{OWN
􀀮􀁾􀁾􀁅􀀠 Y-il«N FRO!.l THE PLUS IN{\JCATE'O HeREON, THE 􀁓􀁕􀁒􀁾􀁙􀁏􀁁􀀺􀀠om Nol A8SIRA(:T THE SVBJ!:CT IN THE EOVIArtO COOK St;RVEY PROf'EfH'I' so ALL EASEiI.E:NTS MAY NOT at SHO\\N.
􀀮􀁬􀁩􀀮􀀪􀀻􀁩􀁾􀁾􀁾􀁾􀁾􀀻􀂧􀀿􀁑􀀬􀀮􀀠 ABSTRACT !lO, 326 TOWN Of ADDISON ALL BEARINGS liRE REF'CP.Wc(() ro ruE I.fORTH RIGfiT OF WAY UNE oENOl£S A FOWlO PtlitH AS INOfCATED 􀀡􀁾􀀠 ,..'tuB
H. 􀀧􀀺􀀢􀁾􀁴􀁾.... ,:v 􀁾􀁬􀀠 DAlLAS COUIHY, TEXAS Or CENT\JRIOH WAY. CALL[D S. B9"5t'ss.. L ACCOROING TO Ttl£ (CONlROUHG 􀀮􀀬􀁯􀀮􀁾􀁕􀁍􀁅􀁎􀀢􀀩􀀠 '􀀧.5􀀮􀁜,􀁾.􀀠 •••-•..•".􀁾, 􀀠.-_"""".,
.-.0.. .........,.. .. /.", nJofAL PlAT of! LOY 3, SURVE'I'QR AOOIllON. ADDISON WEST DrNOTE; A 5/&' IMN ROO SET UNLESS \";j!""\?' 􀀧􀀺􀁾􀁉􀀧􀀠 ,.:;..:•• 􀁾􀁴􀀻􀀧􀀯 50 0 25 50 100 INOOSTRJAl..
PARK, RE:CORO.EO m'lOL. 7117.3. PAct 135, O.ltD.C.l. OTH£RWlS£ NOTtO "'i?􀀢􀀧􀀬􀁩􀀧􀀧􀁒􀀬􀁾􀁰􀁳􀁾􀀠19:;-'!0}J/---NEW RlGH T Of 'WAY LINE 􀁾􀀠pM A LEGAL O(SCRIPl1ON or (\lUI SVRVEY DillE
l-i[.REwm.. 􀀮􀁊􀀮􀁲􀁩􀁾􀁾􀁜􀁾􀁾􀀰􀀠_ ACOOMfiANlfS ntIS PLAT. . I 􀀯􀀱􀀮􀀺􀀺􀀨􀁾􀀧􀁴􀀢􀀧􀀺􀀷􀀧􀁩􀀠 GRAPHIC SCALE PAGE 3 OF 3 1 INCH -50 fT. = 􀁾􀀠 􀁾􀀠 = -:-􀁾􀀠 􀁾􀀠 1 􀁾􀀠 􀁾􀀠 􀁾􀀠
= a 􀁾􀀠 􀁾􀀠 􀁾􀀠 !. 􀁾􀀠 􀁾􀀠
I 07-22-02 IS:02 From-PROPERTY MANAGEMENT 2149484083 1V11U" n , T-483 POS/OS HOO :;0 » ""0 » o :;0 o » o Q 􀁾􀀠 o.,., o » r r » tJ) co JT1 r -I r Z JT1 :;0 o ,,--... z ;-1 tJ) . ---"d
(' -( r (" » :::0 » ""0 »:r: 0 :;0 <::) . ADDISON Z ." 􀁾􀀠 » r :;0 0 JT1 -I >􀀮􀁾 a -CD r CD 0 [TJ 0 A >0 .» 0 0 CD c [TJ r :::0 -I JT1 =E 0 0 0 0 :;0 [TJ tJ) [TJ ::0 <0 :;0 » ::0 »
-u » I 0 ::0 0 r BELTWAY o o >.-1 0Z· s:: » ."0 BE LTWOOD . PKWY 
Council authorized an offur to Metro Brick Co., in the amount of$103,032.00, on 6/2610 I, for acquisition ofentire parcell. Offur letter sent from Ron Whitehead to Metro Brick Co.• dated
7/16101. in the amount of $103,032.00. Council authorized the City Attorney to enter into Eminent Domain Proceedings with Metro Brick Co. on 2112102. A court hearing date has not been
established at this time. f1U jJ SWI. 1" (i';/l4...Y-k. '::::M: /k........, .5 VJ.«r<Q"''-' 􀀢􀀭􀁾􀀢􀀱􀀳􀀠 '1'> J.lec..r-s-e fRc 'I 􀁗􀀢􀀢􀀢􀀢􀀧􀁬􀁓􀁓􀁅􀀢􀁾 . 
-;., . Council authorized an offer to owner (Kim Forsythe), in the amount of$147,618, on 2/26/02, based on appraised value for r.o.w. taking on Arapaho Rd. Attorney for Mr. Forsythe
sent correspondence, dated 2/28/02, to Town and stated the actual valuation ofthe property is much higher. In late March, 2002, Mark Hipes was asked to appraise 15211 Addison Road Joint
Venture site (Kim Forsythe) with the proposed 20 ft. easement acquisition along Addison Road considered with the Arapaho Rd. taking. He responded with a revision to the total value ofboth
takings in the amount of$117,984.00. A letter was prepared on April 2, 2002 to Kim Forsyth and it was forwarded to the City Attorney for review. The letter has not been sent to the owner.
Public Works staffis in the process offinding a third appraiser to perform an appraisal of the site.' Revisions to the legal description and map for the 20 ft. easement on Addison Rd.,
at Kim Forsythe and Oasis Car Wash properties, have been completed and are ready for submittal to the third appaiser. ? i'0K--b .pO Mv ,,<-( 'v A;"'/(2/l's <=C ']1"1 I Il lve )" 􀀯􀀿􀁾􀁊􀀠
f.POfT * 􀁃􀁖􀁉􀀭􀁾􀀠 Ji""' , IJ'< 􀀨􀁾 􀁾􀀠Ml-pH fo---r .£. (1, tv, \ 
PARCEL 3 Property Acquired 􀁾􀀠.. \ 
Jim Pierce sent correspondence to Dallas Water Utilities, requesting their consideration of granting r.o.w. dedication or a permanent access easement. This request was forwarded to their
Real Property Management Division for evaluation. \ 
Property owner (Rick Larsen, @701-235-1167) contacted Steve C. and informed him that he Jives in Fargo, North Dakota, and that he would not be available to meet witb our staff. Owner
requested that property descriptions, maps, etc. be faxed to him for consideration. Pat Haggerty and Public Works staffhave not initiated negotiations with owner at this time. \ 
tV! PARCEL 6 '\. L r MoTEl:> An introductory meeting held with property owner (Randy Lee). Ron Whitehead, and Public Works staff. Pat Haggerty met with property owner and initiated negotiations
fur r.o.w. acquisition. \ 
PARCEL 7-CHfrf?T@!:. PUICV{ 􀁔􀁾􀀠 Property owner (Bill Crepeau) served on Arapaho Rd. bridge committee, on 4111/02, to select fum fur design ofbridge. Pat Haggerty met with Mr. Crepeau
and initiated discussions for r.o.w. acquisition, including discussion ofappraised value oftaking at $450,000. Mr. Crepeau responded to Town with correspondence, dated 4129/02, and included
his evaluation ofthe property value. He also submitted a counter offur of$700,OOO and severa1 other provisions. 9'.5 C t;:SJCL7 \ 
1"'\ B,vA PARCEL 8 􀁾 .:d'1"'{ J <l( Council authorized an offer to Gary Crouch, in the amount of$225,000, based on appraised value. An offur letter was sent to Mr. Crouch, dated 3/4/02,
in the amount of$225,000, with no offer for construction ofa parking lot. Mr. Crouch responded to the offur letter with correspondence, dated 3/12/02, that included numerous issues.
The attorney fur Mr. Crouch sent letter to Ken Dippel, dated 3126/02, and requested a meeting with Ron Whitehead, our appraiser, and Public Works staff. Mr. Crouch sent letter to Ron
Whitehead, dated 411 0102, requesting meeting to discuss issues involving setback reqUirements and parking. Mr. Crouch met with Ron Whitehead, Chris Teny and Public Works staffon 4/17/02
to dilcuss these issues. 􀁾􀁲􀁴􀁹 Attorney reviewed ordinances pertaining to setback requirements and determined C. 􀁾􀁻􀀫􀀠 that Mr. Crouch's property would not be damaged as a result
ofthe bridge construction. /r1'1't4/t4p Final offer letter sent to Mr. Crouch, from Ron Whitehead, Whitehead, dated 4124102, with a revised f< p,-;q offer of$62,381.00. C£lVx(( Q v t
(y;,/o /.-11/1' ,t 􀁁􀀻􀁾􀀠 i ;e,Mlq t( IF '1'/_, "" 􀀨􀁬􀁊􀁾􀀩 ($51e \ 
PARCEL 9 Introductory meeting held with property owner (John Wilson), Ron Whitehead and Public Works staff on 4/09/02. Pat Haggerty met with property owner and initiated negotiations
for r.o.w. acquisition. \ 
PARCELIO -􀁾􀁾􀁾􀁾􀀠 Introductory meeting held with property owner (Dennis Coe), Ron Whitehead, and Public Works staffon 1103/02. Pat Haggerty met with owner and initiated negotiations
for r.o.w. acquisition. Public Works staft HNTB staft and Pat Haggerty met with owner on 4/30/02 to discuss acquisition ofr.o.w. and promised to provide 2 alternatives for providing
adequate parking to the site after the r.o. w. is acquired. /II"("/VIl.J c;c::..... 􀁉􀁾􀁾􀀠 :51", 􀁾􀀠 l' (leuU-t.1 􀁃􀀴􀁣􀀭􀁾 'f 7',4t:e 􀀱􀀿􀁾􀁾􀀵􀀠 􀀨􀀯􀁾􀁲􀀠 F·d( £...4c:c-.p: -?"'1
􀁐􀀺􀀭􀁥􀁲􀁾􀀠 /\ I 
Introductory meeting held with the property owner (Dale Bollough). and Public Works staffon 1/28/02. Pat Haggerty met with owner and initiated negotiatiollS fur property acquisition.
Public Works staff; HNTB sta1t and Pat Haggerty met with owner on 4/30/02 to discuss acquisition ofr.O.w. and promised to provide a schematic ofpotential parking capabilities in the
back ofthe property. \ 
PARCELS 12 & 13 Introductory meeting held with Tracy Taylor, Ron Whitehead and Public Works staff. Pat Haggerty met with owners and forwarded the following comments to Ron Whitehead
and Public Works staff: a. Ron Whitehead allegedly promised to provide multiple curb cuts at site, extend adjacent street to the north, and rebuild security wall around site. b. Stated
a price to approximately $3 million for property acquisition. Council authorized an offer to Watson & Taylor, based on the appraised value. Public Works staffprepared a "final offer"
letter and submitted it fur review by City Attorney. City Attorney is in the process ofrevising letter prior to submittal to Watson & Taylor. \ 
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11/12/2004 15:34 FAX 1144380612 DEKRA UTE I4J 001/002 (714) 436-()1()5 3102 W. Alton Ave. (714) 436-06:12 Fax. Santa Ana, CA 92704 www.dekra-lite.com FAX TRANSMISSION FROM: George Livennore
TO: Jenny Nieewander Dekra·Llte Town of Addison Phone: (714) 438-0705 P.O. Box 901016801 W ..tgrove Fax: (714) 43e-0612 Phone: (972)450-6221 georgel@dekra.lite.com Fax: 972-450·2837
DATE: 11/12104 PAGES: ?-. SUBJECT: .-1\_ 􀁜􀁘􀁬􀁾􀁾􀀠 Thank you for your interest in OUl" banl'ltr products, just to give you a little background on us: OUR FIRM bekro-lite is enterill9
its 16th year of business in the Holiday tlec:or and Banner indumy. We are a full-service fil'll! offering a combination of an experienced sales stoff, desigfl team, end profesllional
inshdlotion sooMlius. Ilekra-Lite sel'vices OWl' 1,200 shOllfling centers. 500 CitieS', and sewrol major theme parks (including !:lisney, Sea World, and Unlwr5ll1 Studios) each yeaI'.
BANNeR PR06RAM Our digitally banners are printed on a industrial grade 13 oz vinyl fabric then they are double stitched back to bad< to gilftl!.the banner Q total fabric _ight of 260%.
We also include _forced bras:! grommets elld double stitched rod pockets, Our process uses inks speCifically delligncd fol' ballner use. This ink contains UV sNbilizus and incorporates
a polymeric base for longer fade resisl'ance. PI_ feel fre:e to contact me with any questions about your banner program at 800-436-3627 or e-moil at georgel@dekra-lite.c:o/n. Halftl!.
a bonner day, George U"""lnare Sale.9/D..sign Oekra-Lite 
11/12/2004 15:34 FAX 7144360812 OEKRA LITE IdI 002/002 DEKRA-LITE 3102 W. Alton AI's. PROPOSAL PRP006757 $antlt Ans, CA 92704 DATE 1I11212004 Phone: (714J 436-0705 Fax: (7:1.4) 436-061.2
"lMught Belor. Christmas" www.dskfll·lite.com SHIP TO: TOWN OF ADDISON BILL TO: TOWN OF ADDISON POBOX 9010 16801 WESTGROVE ADDISON TX 75001·9010 ADDISON TX 75001·9010 BARBARA COYASAVICH
PHONE (972) 450·6221 Ext. 0000 INSTALL DATE FAX (972) 450·2837 Ext. 0000 REMOVAL DATE PO Number Quantity Cu$tomer ID ADDO(H Item Number Salesperson ID Shipping Method GL UPS GROUND Description
Payment T erma 50150 rII, Rcq Ship Date I2ni2004 Unit Price Master No. 8,023 Extended Price 35 BNCUSTOM C\l&.tom Banner 48"xl44" Triangle DBL 4 color process digital banner printed on
13 oz on Jndustrial grade, Mane finish, block QUI vinyl. 1'beJI sewn back 10 back fOf a lolal fabric weighl of260z. 3 seasoo /'ade w&mnty. Sel $511.00 $17,885.00 Please sign and fax
to 714436-0612 Subtotal $17,885,00 Tax $0.00 Freight 8210.00 $18,095.00 We propue h<;!r:aby In furnish produtlllndluT 􀀡􀀦􀁢􀀧􀀩􀁦􀀭􀁣􀁯􀁭􀁰􀁬􀀮􀁴􀀮􀀡􀁾􀀠10 lteordane. w!!h &l:IOl'e'
$liflcillcalionl. fat Ihe .urn ot Total s S'" OEPOSIT OU, UPON ACCEPTANe. OF PRDPOSI<!. Amount Due Upon Acceptance ofProposal $ $9,152.50 BALANCE AMOUNT 􀁯􀁵􀁾􀀠UPON INSTAI.I.ATION OR
DEliVERY Balance Due Upon Installation or Delivery S $8,942.$0 Cener•• 􀁔􀁬􀀱􀁮􀁬􀀧􀁬􀁾􀀺􀀠'The parlier Ifret: to Ihe lolowJng 􀁡􀁤􀁤􀁩􀁬􀁬􀁧􀁦􀁬􀀸􀀺􀁬􀁬􀁬􀁉􀁲􀁭􀁾􀀠􀁯􀁬􀁬􀁨􀁬􀁾􀀠Conl"t!.
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dtilo:,rn gu 10 IhJ 􀁾􀁢􀁥􀁶􀁩􀀭􀁡􀁬􀁊􀀺􀁴􀁦􀁬􀁢􀀡􀁲􀁬􀀠weill w.li􀁶l􀁡e􀁮 􀁾si􀁬lb􀁬i􀁳ll􀁲!􀁮;1. •xtreme wulher conci!licllS.• II' acts oj God afl.d 'Nal rlP:Jm: any m,uli"nClIOllitlU
/ltudU'CI bulaott no! Oll!ranlet thl! lilt: "tIlles, 5"p"rs:edfOQ' sit prror c(uwursaU(tIIs 􀁾􀁤 Wrl111\iS' batw.an Iha partial. 111 .rllll1"10r 􀁕􀁨􀁬􀁾􀁬􀁴􀁤􀀠Ihr01..'{l1l J.A.M.SJENOISPUTE.
Any Ilidgmant upDl\ 11\, am Ientft:tfltf b;' 1M 􀁡􀁴􀁢􀁾􀁲􀁡􀁴􀁩􀀻􀁬􀁬􀀠 􀁭􀁾􀁹􀀠bv be tntilied 10 lb rtilSOlJaUlE atlorneyf let:. anc! CDm. " flGl 􀀡􀁃􀁥􀁰􀁬􀁥􀁾􀀠wlll1ln \[) days,
m!1 ptoponl mAy De wilhi:l'nvm, A"e)lanCil 01 PrOlG..I: 'T'rIt InltMdual slOnlno it'll! CGntfaCf accePtS!/it abGva ProponlttHI C:lrtltl.t 10 DI!Cr.H.nD lllal fit or sbe 'SI.""""". 􀀱􀁾􀁉􀀢􀁩􀀠
1111$ torulael on behalf ot Owroer. P14'''''',/O",,,: _______....... ________ AlI11loriud AcinI: ___'_'___􀀬􀀮􀁾􀀠 ...... 􀁾􀀮􀀠 R,' 
Jenny Nicewander From: Barbara Kovacevich Sent: Thursday, November 11, 2004 9:13AM To: Jenny Nicewander Cc: Liz Oliphant (E-mail) Subject: RE: banners 􀀧􀀩􀀨􀀮􀁜􀁾􀀠 Dixie Flag; Kay
Wolf; 800-356-4085; www.dixieflag.com ;71 Arnette Marketing; Betty Arnette; (210) 826-9700 4' l<IZI 􀀱􀁾􀀡􀁰 Dekra-Lite; www.dekra-lite.com; 800-436-3627 Display Sales; 800-328-6195
􀁾􀀠􀁾􀁾􀀭 Barbara 􀁾􀁅􀁎􀀮 􀁾􀀢􀀧􀁜􀁚 ""\ @. \:)r¥:.u:: 􀁲􀁲􀁌􀀮􀀧􀁫􀁾􀀬􀁣􀀮􀁯􀁎􀀠 􀁾􀀠 -----Original Message····· From: lenny Nlcewander Sent: Thursday, November 11, 2004 8:49 AM To:
Barbara Kovacevich Subject: banners could you send me the contact info you have for the banner people?r---------+-----_ Jenny Nicewander, P,E. \:)l'A6YUb Project Manager Town ofAddison
Phone -972-450-2860 Fax -972-450-2837 Cell -214-850-3645 Pager -972-500-3192 Text Page 9725OO3192@page.metrocall.com 1 
11/17/2004 17:46 FAX 210+826+9084 ARNETT IIKT LLC II I IARNETT MARKETING, LLC PROPOSAUCONTRACT 2137 Zereher Road DATE TPROPOeAI.# San Antonio, Texas 78109 (110) 826-9700 Office _1111712004
I 3539 ... (:nO) 816-9084 FBI: NAME/ADDRESS City ofAddison Ms. JellOy Nicewander 16801 West Grove Addia:on, Texas 75001 972-450-2860 972-450·2837 FAX '-------.. 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 P.O.
NO. TERMS PRICE EACH TOTAL 187.55 6,564.25 184.00 114,00 6,743.2S 2311.37 8,342.95 184.00 368.00 8,710.95 . ! . , . 1 SHIPPING ADDRESS QlY DESCRIPTION OPTIONm 3S 4' X 12' Custom Triangular
Banners, SunbreUa Fabric, (color ofyour choice), Prints (1) Side, Prints (I) Color, With Imprint olYour Choice Screen Prep Ink Set Up Charges per Color TOTAL OPTION m OPTION IV 3S 4'
X 12' Custom Trill.l\gular Banners, Sunbrella Fabric, {color ofyour choiee, Prints (I) Side, Prints (2) Colof!!, With Imprint ofYour Choice 2 Screen Prep Ink Sel Up CharSe. per Color
TOTAI... OPTION IV ··Prlces Do Not Include Tax, Shipping, 􀁉􀁮􀁾􀁴􀁡􀁬􀁬􀁂􀁴􀁩􀁯􀁮􀀬􀀠 Electric..! 􀁾􀁥􀁱􀁬􀁬􀁩􀁬􀀱􀁬􀁬􀀱􀀱􀁥􀀢􀁴􀁳􀀬􀀠etc." .,-,----.. _.... . 􀀭􀀮􀀭􀀺􀀭􀀭􀀭􀀺􀀺􀀭􀁾􀀺􀀭􀀺􀀺􀀭􀀺􀁣􀀺�
�􀀺􀀭􀀺􀀭􀀺􀀺􀀺􀀺􀀭􀀮􀀬􀀮􀀭􀀧􀀭􀁾􀀭􀀭􀀭􀁾􀀠􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀠 Please n:view and approve by signing below and retum via fax 11210·826-9084 TOT-A-L-_._--_...... SIGNATURE Page 2 
11/17/2004 17:46 FAX 210+826+9084 ARNETT IIKT LLC Iil102 IARNETT MARKETING, LLC PROPOSAUCONTRACT 2137 Zereher Road San Antonio, Texas 78209 (210) 826-9700 Office (21I0) 8.26-9084 Fax
I ADDRESS i ' City ofAddison -'--l Ms. Jenny Nicewander ,16801 West Grove i Addison, Texas 7S001 J' 972-450.2860 972-450·2831 FAX -, 1-SHIPPING ADDRESS r--------DATE PROPOSAl.. II I
I 11/1112004 3539 I I P.O,NO, TERMS ,-I ON DESCRIPTION PRice EACH TOTAl 1-------1-SPECIAL DlSCOUN=T-P=ru:c:Cc:: E----+--,---it-------I 10 1 10 2 OPTION I 4' X 12' Custom Triangular B8lUIcrs,
Sunbrella Fabric (color "{your choice), Prints (1) Side, Prints (I) Color, With Imprint of Your Choice. Screen Prep Inle Set Up Charges per Color TOTAL OPTION I OPTfONll 4' X 12' Custom
Triangular llaonors, SWlbreUa Fabric, (color OfYOUT choice), Prints (I) Side, Prints (2) Coinrs, With Imprint ofYour Choice. Screen Prep Ink Sel Up Charges per Color TOTAL OPTION n 165.00
11,S50.00 184.00 1&4.00 11,134.00 193.60 13,S52.00 184.00 361.00 13.920.00 r=-----..i-------c---Pleue review and approve by signing below and return via fax Ii 210·826-9084 ,I TOTAL
---'-----".􀁾􀀠 SIGNATURE Page 1 I 
11/17/2004 17:46 FAX 210+826+9084 ARNETT IIKT LLC IilJOl P}lX Date: 11/17/04 Number of Pages (3) City of Addison Ms. Jenny Nicewander Phone: 972-450-2860 Fax: 972-450-2837 Arnett Marketing
LLC. Ms. Betty Arnett, Owner 2137 Zercher Rd. San Antonio, Texas 78209 Phone: 210-826-9700 Fax: 210-826-9084 We have quoted your banners in Sunbrella fabric as per your request. Ifyou
should have any questions/or suggestions, piea5c feel free to call us at anytime. Thank you so very much for giving us the opportunity to bid. Submitted by: 􀀣􀁾􀀠 f.' 
Jenny Nicewander From: Jennifer Hartley [jenhart@dixieflag.com) Sent: Friday, November 12, 2004 3:59 PM To: Jenny Nicewander Subject: RE: Jenny, Here is the info you requested. The Sunbrella
fabric has a 5 year color fast quarantee. I have also quoted it on regular nylon. I quoted it with both one and two colors. Please feel free to call or e-mail if you have any questions.
Than you, Jennifer QUOTE: 12' x 4' triangular avenue banners OPTION 1: Single-ply Sunbrellabackground with printing 2-sldes correct (light print on dark ground) 1 -color imprint (common to all) 35 banners @$120.00 each, net 4?-c:c> 70 banners @$110.40 each, net -"q-;:Ic-z..'<":>
2 -color imprint (common to all) 3S banners @$159.60 each, net 70 banners @$143.60 each, net + I-time screen setup @$272.00 per color, net Double-ply Sunbrella background (required if
a light or white background), as above: ADD $51.00 net per banner to the prices listed above. OPTION 2: 3-ply Nylon background with printing 2-sides correct (light OR dark ground) 1
-color imprint (common to aU) 35 banners @$131.20 each, net 70 banners @$124.8 each, net 2 -color imprint (common to all) 35 banners @$166.40 each, net 70 banners @$ 155.20 each, net
+ !-time screen setup @$272.00 per color, net -----Origlnal Message----From: Jenny Nicewander [mailto:jnicewander@ci.addison.tx.us] Sent: Thursday, November 11, 2004 10:23 AM To: jenhart@dlxieflag.co
m . Subject: FW: here's what I have ... Jenny Nlcewander, P.E. Project Manager 1 
Town of Addison Phone -972-450-2860 Fax -972-450-2837 Cell-214-850-3645 Pager -972-500-3192 Text Page 9725003192@page.metrocall.com This e-mail and any files or attachments transmitted
with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is intended only for the use
of the individual(s) and entity(ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization. If you are not the intended
recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regulations. If you have received
this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. 2 
ELF6'-lA-ATR33'-lTSB64A FOC-70MHT6-NARROW-VOlT) lTS6B5A-SCTX Lumec-Schreder /.!7G2A7 Project:. City of Addison. (4206) Order: . Quonlity: HSX-400MHBT2B-\ype III-VOlT2'-4" -I 1-----9'
-8" ---4 6'-8"-l \4'-0' fi===.;o •0 , 0, I I') I') I in I') o I <0 􀁾􀀠 , 0 I 'h I') , o I , -0 I b >') # Revisions: 1 -'P-Ol-4 _siz..e modified Dote: , JAN.•8/0. Par/Ey: Tilr.: Till.:
PRELIMINARY PRESENTATION DRAWING ,-1( Oessinti por: DrowfJ by: fbi Ech.Ue: • ,S<:ol&: 3/16" 􀁾􀀠" lOok ' NOV,20t::03 VE.riflf 1No. 􀁤􀁾􀁩􀁮􀀺􀀠 4206hsx-r1 IPage; 1/1 f.b I Verified !
Dwg. urn.; 
APPROBATION DRAWING 800, Cure Boivin Bolsbriand. (Qu6), Canada J7G 2A7 Tet., (450) 979·2747 (aoo) 498-8587 Fa" (450) 979·2749 IN'Iffl.lumeC:SChreder.com Addison City (4206) Lumec-Schreder
$. Type Roadway and Pedestrian Luminaire HSX-400MHBT28· €I III·VOL T ..sCTX·L TS884A HOUSING: Made of cast A383 aluminum alloy (as per Aluminum Association) 0,200 (5mm) minimum thickness
c/w mounting provision for hardware. LOCKING SYSTEM: Two spring loaded latches made of die cast aluminum and die cast zinc, permits tool free access to lamp and electrical component
servicing. LENS FRAME: Made of die cast A383 aluminum alloy. REFLECTOR: Made of hydroformed 3002-0 aluminium alloy chemically brightened and anozided (5 micron min). The Sealsafe optical
system is rated IP66 and offer a resistance of R>600. SLEEVE: Die cast glass-relnforced resin, mechanically fastened to reflector and fully silicone gasket. SHUTTER: Injeciion molded
glass fiber reinforced polymer. ,Removable with a quarter turn clw Porcelain body lampholder, 4kV Mogul Base clw a injection molded silicone gasket (duro 60 shore A). Adjustment to obtsin
the various IES distribution is tool-less. Distribution type: (type III), type III distribution, as per IESNA, LAMP HOLDER: Porcelain thermo-resistant pulse rated 4 Kv mogul base. LAMP:
(400MHBT28), 400 Watt Metal Halide, lamp format BT28 (not included). BALLAST: 400 Watt Metal Halide, lamp format BT28, VOLTAGE TO BE CONFIRMED "high power factor, ·20°F (-30°C) lamp
starting capacity, clw polarized quick disconnect plugs with positive lock. TERMINAL BLOCK: Receives wires (#8 max.) on primary circuit c/w ground lug. ADJUSTMENT: An integral part of
the housing permits an adjustment of ±5'. MOUNTING MEAN: Two brackets, formed in a single-piece, made of stamped galvanized-steel (12ga.). Accommodates tenon ranging between 1Y:." (38mm)
to 2 3/8" (60mm) 00, fixed by 3/8 -16 UNC steel zinc plated. Bracket-tenon accommodates tenon rangif.\g between 1Y," (38mm) to 23/8" (60mm) 00. FINISH: (SCT>:), Special Textured Color:
(set-up charge for use of special color already developed and use RAL). Hot dip chemical etching preparation with minimum 3 mils (75 microns) polyester powder coat finish. Durable exterior
finish, resistant to UV, salt spray and humidity as per ASTM G7, ASTM B117 and ASTM D2247 testing procedures. ® SPEC20040113_105649_420S_5.DOC 01·30·2004 Registered to ISO 9001:2000
File No. A11750 Page 111 
-----------------------------------------------APPROBATION DRAWING aDO, Cure Boivin Bolsbrisnd. (Que), Canada . J7G:tA7 Tel.: (450) 979-2747 (SOO) 499·9SS7 Fax; (450) 979·2749 www.lumecscl'!reder.eom
Addison City (4206) Lumec-Schnider ...----------3'-8"'----------.-, SlOE VIEW .. Sl BOTTOM YlEW SECTION ylEW ;: :. ,'." ® SPEC20040113_105649_420S_5.00C 01-13-2004 Registered to ISO
9001:2000 ., File No.A11750 Page 2/2 
,bool 􀁃􀁵􀁾 BoMn Canadl'l, J7Q 2A1 Lumec-Schrecler 2'-4"-1 , 􀁾􀀠􀁾􀀠9'_8" 6'-S"l :.c----.. V r 4'-0" n a I CI> '" 'b I "h '" -----] t" 􀁾􀁩􀀠 , 0 I Co 􀁾􀀠 a -I 􀁾􀀠 􀁾􀀠 I , g \1
-l ' f---/'-7" S " Prolect, City of Addison (4206) Order: . Quantity: HSX-400MHBT28-tjlpe IIi-VOLTELF6'-lA-ATR33'-LTS884A FOC-70MHT6-NARROW-VOLT LTS885A-SCTX t--'----t-___--'R:.:e;.;v;'::.;o::.n::."'
--__-,i---.::DO:;t:;.,_"t':..:PQoor1c:SyX-j' :mr::, PRELIMINARY PRESENTATION DRAWING F-1C Dessin6 par: Dr(Jwl"! by: f b • Echplle: SCQIe:: 3/16" = 1" Dote: NOV.20 03 , V6riM No. 􀁤􀁾􀀮􀁳􀁳􀀡􀁮􀀺􀀠
4206hslt-rl Page: 1/1 􀀢􀁾􀁾􀁉􀀠􀁊􀁁􀁎􀀮􀀲􀀸􀀯􀀰􀁾􀁾􀁾􀁾􀀮􀀬􀀭􀀬􀁖􀁟􀀮􀁍􀀭􀀬􀀧􀀮􀀮􀀺􀀮􀀮􀁤 ______LD-,w;;g;.;".;.;N.;.;,um.;.;";.;,_________-'--_____ 
: ..___Tapered Alum. Tube . -.250· Wall Alloy 6063-T6 Finlsh: painled polyester powder ceating Internal Damper (Factory Installed) Notes: 1) Pale Designed To Meet AASH7D, 1994 Edition
(Except Breakawqy) For An 80 mph mnd Velocity When Supporting A Luminaire Having A Maxiumum Size Of 2.8 Square Feet E.P.A And 75 Lbs. Mig, Ht. r"2'_010 2) Four 1/16" Alum Shims Furnished
With Each Pole Assembly. L 10" 0.0.-"" _____ Telescopic Field Joint With 5/8"-tINC Stainless Steel • Hex. Hd. Boll, Hex. Nul And Washers (Lower Shaft Field Drilled After Assembly) 􀁾􀁔􀁡􀁰􀁥􀁲􀁥􀁤􀀠A
lum. Tube 􀁾􀀠.250· Wall, Alloy 6063-T6 Satin Ground Finish 20" Dia. (4) I 1/4"-7NC Galv. St!. Anchor Balls, Bolt Circle Of Threaded End Calv. Per ASTM A/53. MSHTO M314-90 Grade 55 S-I,
10" 􀁾􀀠 (4) 1 1j4"-7NC Galv. SII. Hex. Nuts (4) , W"'. ",. """',l;."" :,:. rI Galv. Stl. C3,onnecting fjardware 􀁾􀁾􀀠􀀢􀀺􀁾􀀮􀀺􀀧􀀮􀀮􀀠 􀁾􀀴􀀴􀀿􀀧􀀠 I 1/4 -7NC x 5 Long Hex. Hd. Bolts
•.::". "';_' " 1 f/4'-7NC Hex. Hd. Nuts ,:.;:. ::':.;,: 4'-0· 􀁾􀀴􀀩􀀬􀀠 1 f/4" Lockwashers (4) 1 1/4" Flatwashers 12" 0.0. I /"Bose Range Allay 356-T6 Wilh Bolt Covers '/And Stainless
SII. Hex, Hd. Screws -,-____􀁉􀁾􀀢􀀢􀀱 _____Ground Lug Inside Transformer Base I ,Ja " :0 ___Transformer Base (70499) Allay 356-T6 With i Door, Slainless 511. Hex. Hd. Screw and (8)
-'-__"-___ '. Galv. Sleel Heavy Washers -1 I-1'-7' Sq. 􀀶􀀧􀁾􀀢􀀠 :; , , Revisions: Date: PQr/By: : Titre: Title: Pole Details F-10 Oe&9inli por. f b ! 􀁾􀁩􀁬􀁥􀁬􀁬􀁥􀀺 ' Dot",: Drawn
by. • I ale: 1 􀁾􀀠50 JAN.28/04 V6rifiE I􀁾􀁯􀀮􀀠 dre;.:n: Page: Verified wg. urn.: 4206pole 1/1 ".c____..____.. 􀁾􀁾􀀺􀀺􀀺􀀻􀀻􀀻􀀮􀁾􀁢􀁯􀀻􀁵􀀱􀁾􀀬􀁾􀀨(􀀻Q􀁕􀁲C􀁥􀀠)S. aClvainnada, J7G
2AJ. Tel: (450)979-2747 Fsx! (450)979·2749 WNW.luffleC5ehreder.com 6" 0,0,'::--." Lumec-Schreder 33-0' Prolect: CITY OF ADOISON. TX (4206) Order: Type: Quantity: cat 'f 􀁁􀁔􀁒􀀳􀀳􀁾􀀡􀁔􀁓􀀸􀀸􀀴􀁁􀀠
"<}'j.,'. 􀁾􀀧􀁾􀀢􀀺􀀢􀀬 􀀺􀀮􀀻􀀮􀁾􀁾􀀬􀀠 􀁾􀀮􀀧􀀮􀁦􀀮􀀠 " 􀀢􀁾􀁊􀀮􀀠 􀂷􀁾􀀭􀀽􀀧􀀡􀁬􀀺􀀠 z'')': '. 􀀮􀁾•• 􀀺􀀮􀁾... .-!-•.. 
Prol;.ot: City of Addison, Tx (4206) Quantity: Lumec-Schreder •o I 10 ELFA BRACKET: -Aluminum central portion, diameter to match top pole diameter -12" tenon to slipfit inside pole -Bent
aluminum bracket, 􀀲􀁾􀀢􀀠 pipe schedule 40 (2.875" a.D.) -Bent aluminum sheet metal decorative tail extending opposite side of· bracket -Cast aluminum sphere N, 􀁯􀀫􀀽􀀽􀀽􀀽􀁾􀀱􀀠 ro
:::: _. ====:!:-'􀁾􀁉􀀠 i-------6'-0" ---------1 􀀡􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀶􀀧􀀭􀀸.. ------------1 [---------------9'-0.. -------------:---4 1/2"-13 at 90· Mounting: 2 thru bolts Finish:
p am. t e d pOlyester powder coat Revisfons: : Date: .: P or/By, I Titre: . l litle: ELFA Bracket lIIu.tralion f-1! I OessloE par: Drawn by: f.b 􀁅􀁣􀁨􀁥􀁬􀁬􀀤􀁾􀀠 􀁓􀁣􀁯􀁬􀁥􀁾􀀠 tit
6" = 1" 00\.' 3/( JAN.28 04 ; VEriti6 No. dfftsln: 42Q6elf-6-10 PQge: 1/1 I Verified Dwg. urn.: I 
800, CUte BoMn III!III--APPROBATION DRAWING Boisbriand. {Que}, Canada J7G2A7 Tel.: (450) 979·2]47 (gOO) 498-S587 Fax: (450) 979-2749 Wl/lWJumecsehreder.com Addison City (4206) Lumec-Schr8der
Type Pedestlan Luminaire FOCAL·70MHT6·NARROW·VOLT-SCTX.L TS885A HOUSING: Made of die cast A383 aluminum alloy (as per Aluminum Association) 0.090" (2.2mm) minimum thickness cIw mounting
provision for hardware. Front of housing is especially designed for mounting of accessories for beam modification and glare control. GASKETING: Silicone gasket to insure IP66 rating
for dust and water ingress protection as per IEC 598 standard. LOCKING SYSTEM: Closing captive 4mm allen head stainless steel screws. One alien key is provided with the order. REFLECTOR:
Formed in 3002 aluminum alloy, polished, electro-chemically brightened, and anodized to provide a precise controlled light beam. Modification of light center position with focus adjustable
device allow for field adjustment of beam angle to frame precisely the zones to be lighted. Distribution type: (NARROW), Narrow Beam Distribution. LENS: Flat protector made of clear
tempered glass, 0.24" (6mm) thickness and shock resistant. The lens is permanently seal to the housing by a bead of RTV silicone applied by a robot. LAMP HOLDER: Porcelain thermo-resistant
pulse rated 4 Kv G12 base. LAMP: (70MHT6), 70 Watt Metal Halide, lamp format T6 (not included). BALLAST: 70 Watt Metel Halide, lamp format T6, VOLTAGE TO BE CONFIRMED , high power factor,
-20·F t-30·C) lamp starting capacity, clw polarized quick disconnect plugs with positive lock. BALLAST TRAY: Integrated electronic control gear is to be mounted onto an injection molded
polymer structure, flxed into the housing. ELECTRICAL FEEDING: A pressure gland will insure tightness level at the wire entry for ftexible conduit 0.310" to 0.560". MOUNTING MEAN: The
yoke is made of a single cast aluminum part, with a minimum thickness of 114" (6mm). Three (3) mounting holes 7116"fil available for 318"·16 anchor bolts. (bans and anchoring devices
by installing contractor). The yoke allows 180 degree rotation. Position adjustment is allowed by tightening the yoke's support screws. FINISH: (SCTX), Special Textured Color: (set-up
charge for use of special color already developed and use RAL). Hot dip chemical etching preparation with minimum 3 mils (75 microns) polyester powder coat finish. Durable exterior finish,
resistant to UV, salt spray and humidity as per ASTM G7, ASTM B117 and ASTM 02247 testing procedures. ® SPEC20040112_153711_ 420S_7.DOC 01-12-2004 Registered to ISO 9001 :2000 , File
No.A11750 Page 112 
APPROBATION DRAWING 800, 􀁃􀁵􀁲􀁾􀀠Boivin Botsbtiand. {Que), Canada J7G 2A7 Tel.: (450) 979-2747 (900) 498-!l587 Fax: (450)979-2749 www,lumecschreder.oom Addison City (4206) ,. 􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠
! lumec-SChmder PIAN VlEW SIDE \{lEW FllONI VIEW SPEC200401 '2_15371 C 4206],DOC 􀁾 01-12-2004 Registered to ISO 9001:2000 􀁾File No, A11750 Page 212 
• •••soo. boo! Curli SoMn Proleot: City of Addison (4206) Canada, J1G 2/>.7 Quantity, Lumec-Schreder I Revisions: Dote: Parley:! TItre: I I TItI.: ILLUsrRA110N Dessln' par:: Drown by:
f.b V!rifi6 Verified OF FOCAL CLAMI?ING SYSTEM F-10 [chelle: 3/16" = I' ' Oote: Scole: • JAN.29/04 􀁾􀀮􀀠dessin: 9. Num.: 􀀴􀀲􀀰􀀶􀀭􀀭􀁦􀁏􀁃􀁑􀀱􀁾􀁾􀀡􀁑􀁭􀁰􀀠IPoge: 1/1