j j 􀁾􀀮􀀠j • j . j j j j j j 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Claim # Check $ 􀁜􀁾􀁜􀀮􀀮􀁴􀁓􀁥,,3.DATE: Vendor No • ..16-4-----------------Vendor Name HP>."';> lee., Address 414'1-t£..\lI.J.lA. &.\It?
l2..1 Address at){, Pr> -r, 1524"1 Address Zip Code TOTAL 0.00 EXPLANATION Finance 
􀁭􀁾􀁡􀁳􀁔􀁥􀁣􀀠 Remit To: P.O. Box 931471 Atlanta, GA 31193-1471 MasTec North America, Inc. -Dallas 4747 Irving Blvd., Suire 221 Dallas, Texas 75247 (214) 571-2500 Invoice Number 054231603077
Date 25-Mar-05 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO I':""P,\.,,,-PATE: Claim #4\Lc\c6 Check $ 􀀭􀀭􀀭􀀬􀀬􀁾􀀼􀀭􀀽􀀭􀀧"'..:..:'"""=-_ Vendor No. Vendor Name 􀁸􀁎􀀺􀁾􀁾􀁵􀁾􀁟􀀱􀁩􀀮􀀡􀀮􀁬􀀮􀁇􀀻􀀻􀀻􀁣􀁣􀀮􀀮􀁾_____
___________ Address 4.14+. \l.\( IUb BL.VO Address ;t 􀁾􀁬􀀠 􀁁􀁤􀁤􀁲􀁥􀁳􀁾􀀠􀁜􀀩􀁾􀁾􀀧􀁓􀀾􀀠,",&':.'lSZA-:r Zip Code OBJ TOTAL 􀁾􀀠Authorized Sign Finance 
B:-M a sTec Remit To: P.O. Box 931471 Atlanta, GA 31193-1471 MasTec North America, Inc. -Dallas 4747 Irving Blvd., Suite 221 Danas, Texas 75247 (214) 571-2500 Invoice Number 054231603066
Date 25-Mar-05 
IIIflII c:GIpONt... 15150 Surveyor Blvd. Telephone (5112) 361-0064 The HNTS Companies Addison. TX 75001 FatsimHe (972) 361 -0065 EngIneers Architects Planners wwwJ1ntb.com Mr. Ben Withered
Project Manager Archer Western Contractors, Ltd. 2121 Avenue"r Suite 103 Arlington. 'IX76006 Re: Surveyor Blvd. Traffic Control Plan March 15, 2005 Dear Ben: The Town of Addison has
review and accepted the submitted traffic control plan for Surveyor Blvd. Although this plan is acceptable, this doesn't relieve Archer Western Contractors, Ltd. from the requirement
in the General Traffic Control Notes found on the Contract Drawing. sheet TC-I. page 27. ThAJrsJ--􀁇􀁵􀁹􀁶􀁡􀁮􀁾􀁥􀁮􀀠HNTB Corporation Cc: Steve Chutchian, Town of Addison Jerry D. Holder.
HNTB Corporation File 
Archer Western Contractors March 6, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town of Addison Labor Burden Dear Guy: . Archer Western Contractors
has received your letter dated February 8, 2005 regarding our claim to a labor burden. We are aware tbat the general project is to follow the COG specifications and specific sections
of the project are to follow the Texas Department of Transportation specifications and that the COG states all reasonable costs for additional work. Burden is reasonable cost in road
construction as well as all other types of work. Burden is applied to all labor costs. Your letter requests that Archer Western Contractors submit all coSts proposals with actanllabor
rates and seems to imply that the Town ofAddison does not pay burden. Archer Western Contractors pays burden on every hour ofevery employee. So, therefore Archer Western Contractors
does wish to claim a burden on all labor. The Texas Department ofTransportation recogoizes burden is an actual cost to all labor and applies a standard rate of55% On all cost proposals
and time and material work per section 9.4 of TxDot specifications. Archer Western Contractors has included for your infunnation a breakdown ofpeyroll burden and typical calculation
ofan hourly employee for your review and approval. Please respond in writing that the 55 % burden rate is acceptable to the Town ofAddison for all additional work. If you require additional
infonnation, please contact me at 817-640-3898 or 817-401-7202. Sincerely, Ben Withered Project Manager Enc1: A-W.payroll burden Labor burden breakdown Cc: Don Good 2121 Avenue J, Suite
103 Arlington, Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734 www.walshgroup.com A Member of The Walsh Group An Equal Opportunity Employer 
Archer Western Contractors February 16,2005 To Whom It May Concern: The following is a break: down ofthe payroll burden for Archer Western Contractors, Ltd. Hourly Employees FICA 6.2%
of gross Medicare -1.45% of gross Health Insurance -employee only $0.90 per hour worked Employee and family $2.30 per hour worked Pension Plan -2.25% of gross PLPD (property Liability
and damage) -2.5% of gross Comp Rate -depending on craft Federal Unemployment -.008% ofthe first $7000.00 per year State Unemployment 2.9% ofthe first $9000.00 per year Salaried Employees
FICA -6.2% ofgross Medicare -1.45% of gross Health Insurance and Pension Plan -10% ofgross PLPD (Property Liability and damage) -2.5% ofgross Comp Rate -depending on craft Federal Unemployment
-.008% ofthe first $7000.00 per year State Unemployment -2.9% ofthe first $9000.00 per year If you have any questions or require additional information, please call me at 817-6403898.
Sincerely, ARCHER WESTERN CONTRACTORS, LTD 􀀬􀀮􀀭􀀭􀁟􀀮􀀻􀀻􀀻􀀻􀁾􀁡􀀮􀀭􀁮􀀭􀁾􀁦􀁦􀁾􀀠Fran Fran Wall r Payroll Administrator 2121 Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640.3898
Fax: 817.640.8734 www.walshgroup.com A Member of The Walsh Group An Equal Opportunity Employer 
,... Archer Western Contractors, Ltd. Labor Burden Breakdown [U 􀁾􀁡􀁳􀁥􀀠Rate.. 􀁴􀀢􀁲􀁾􀁾􀁾􀁬􀁛􀁦􀀧􀁾􀁉􀁾􀁾􀁪􀀡􀀬􀁩􀁾􀁩􀁴􀁾􀁝􀀠Federal Unemployment ,008% on 1 sl $7000/year or $56
f year@2000 Hr. f Year =$.03 f hr Federal Unemployment 2,9% on 1st $9000/year or $261 f year@2000 Hrs f Year =$,13 f hr PLPD = Property Liability and Damage Workers Compensation Tx5203
Concrete 􀁾􀀠Bridge or Culverts 18.79% Health Insurance Employee Only $,90 f Hr Worked Employee and Family $2,30 f HrWorked 
Ttolepbo..f!inlJ 361-0064......,. l' f"""""lol972l361-OOfiIS fn9inHfS 􀁾Plamtn .......I\ntI>.O:>m ..... 􀁈􀁈􀁲􀀦􀁾􀀠Mr. Ben Withered HNTBProject MaJJagel" Archer western Contractors,
Ltd. 2121 Avenue "J" Suite 103 AxIingtoo. LX 76006 Re: Extra Work Labor Burden Febmaty 8. 2005 DearDen: In review ofsem:aI proposala thatArdler Western ContraclOIB. Ltd. bas submitUId
with a breakdown for the estimate 1abortime and mat. Itwas recogntred that all labor rates wen: at a high rate. After dlsa1lllring1hi& with Archer Western Contlacl'ors, Ltd. penoDal
it was expanded that allbbor rate were being adjusted as per the TXDOT ,;pedfkatton. section 9.4 for extra wm:t. A reminder to Archer Western 􀁃􀁯􀁾􀁌􀁴􀁤􀀮that1hi& project is not a
TXDOT project and that itcontract is fuIIowing the North Central Texas QlImdl ofGoverm.nellU 4"'edition. Section 109.3. whkh illdlcatet OOIIIpenaation wi1lbe made for all n:asonabIe
c:oetII ofJabor, maletia1, snppJies, lOO1B, equipment or machinery ell:. 􀁾􀁯􀁲􀁥􀀮the Town ofAddiJon is requesting Archer Western 􀁃􀁯􀁾Ltd tosubmitall cost propoBllls with an actual
labor rafeII for their estimates ror the OOIIIpensatfoo ofextra work performed. IfArdIer Western Contraaors. Ltd. wishes to daim a labor barden.the town ofAddison request Archer Western
Contrac:ton. Ltd. to IIUbm!tlheiractual burden for n:vlew and approval Please ad:riae U5 ofany ac:tIon8 you will take. 􀀺􀀡􀁴􀁊􀀶􀁾􀀠HNTBCorporation Cc: Pile Steve Chutcbian,Town of
Addison JerryD.Holder,HNTBCorporalion Midlael Ebeling, HNTB Corporation 
Permit Movement Conditions and Curfews 1. Permittee must adhere to described route (if applicable), 2, Vehicles permitted may travel through any highway construction or maintenance area
provided the dimensions do not exceed the construction restridfoos posted by the Department. 3. loads not exceeding 10' wide or 100'Iong wilh legal front and rear overhang may travel
at night on the Interstate Hwy. System only_ Escorts not required. Loads are restricted to 14' wide. 16' high. and 110' long on the six major holidays. 4. When one escort is required.
escort should be in front on nolHlMded highways and in rear on divided highways. 5. Daytrght movement only unless otherwise specified, 6. Concrete beams: up to 150' long may convoy in
groups of four with front and rear escorts. Up to 180' long may convoy in groups of two with front and rear escorts. loads may not tmvel more than 1000' feet apart. 7. Movement of a
permitted vehicle Is prohibiled when the road surface IS hazardous due 10 rain, ice. sleet, snow, wind, wind, or highway maintenance/construction work (see second statement) or when
visibility less than 2110 of one mile 8. It is the responsibility of the permittee to clear any overhead obstruction or utility line. In addition, all utility companies or other entities
must be contacted in advance. as required by the ulility or entity. to assist in clearing the obstruction. loads must use designated truck routes In: Andrews, Crane. & Kermit. 9. It
is expressly understood that The Texas Department otTransportation shall not be responsible in any way for any damage of whatever nature that may result from the movement of the described
vehide and load over Texas highways, and that all such responsibility is hereby accepted to behalf of the applicant 10. This oversized andlor overweight permit is Issued on the condroon
that the applicant will comply with all laws and rules relating to the movement of oversized and/or ovetwelght vehicles and/or equipment on Texas highways, Violations of any laws or
rules formally adopted by the Texas Department of Transportation regarding the movement of oversized and/or overweight vehicles andlor equipment will cause this permit to be nun and
void and may subject the applicant to being cited for vjolation of Texas size and weight laws. This permit does not authorize the vehicle{s) to exceed the manufacturer's tire load rating
FMCSR §393,75(f), City Austin Bandera: SH1731SH16 Carrizo Springs: FM1556} Dallas County Dallas: IH635 Dallas Forney DentoNLewisville EIPaso Hallettsv111e: US77/US90A • Hooks-New Boston
Houston'" Jasper Karnack Kerrville: SH27 Kerrville: SH16 lubbock· San Antonio San Antonio· Tarrant County· Texarkana Vidor&Beaumont (including IH10 between Vidor/Beaumont) waco: 1H35
FR Waco: IH35 Waco:US77 Waco: FM3051 Waco: FM1695 Waco: FM3223 Whitehouse: SH11 0 Wichita Fans Curfew Movement Restriction Over 12' wide or 95' long All pennlt loads (Sept-May) All permit
loads (Sept-May) Over 12' wide or 95' long Over 12' wide or 95'1ong from IH35E to IH30 Overwidth loads may not travel inSide lP12 All permit loads from IH20 to US60 Over 12' wide or
95' long Over 12' wide or 95' long All permit loads (August·May) No loads over 14' wide on USa2 All penuit roads Over 16' wide Over 14' Wide from US69 to LP499 No permit loads: from
FM783 to lP534 No permit loads: from SH27 to lP534 All permit loads Over 12' wide or 80' long USing Cloverleaf on NWlP1604 No permit loads on or inside lP1604 All permit loads (SiP mobile
cranes exempl) All permit loads over 12' wide All permit loads No permits from N,US771l> FM306 Over 10' wide from SH6 to N.LP340 Over 10' wide from BU77s to FM3146 Over 10' wide from
BUn to FM1637 Over 10' wide from US841l> FM2063 No width from SH6 to FM1695 All permft loads 6115-615 Over 12' wide or 95' long Time Days 7·9 a,m,& 4-6 p,m, M-F 7-9 a,m,& 3-5 p,m, M-F
34p.m, M-F 7·9 a.m,e, 4-6 p,m, M-F 7-9 a.m.& 3-7 p.m. M-F 􀀱􀁾􀀹􀀠a.m.& 4-6 p.m. M-F 7-9:30 a.m. & 2-4:30 p.m. M-F 7-9 a.m. & 4-6 p.m. M-F 7-9 a,m, & 4-6 p,m, M-F 7:30-6:15 a,m. & 3-3:45
p,m. M-F 6-8 a,m, /I 3-5 p,m, All All Days 7·9 a,m, & 4·6 p,m, M-F 7:30-6:30 a,m. & 34 p,m, M-F 6-8 a,m, & 3-5 p,m, All Days 7-8:15 a,m" 11:30 a,mA:15 p,m,. 3:30-5:30 p,m, M-F 7-8:15
a,m,. 11:30 a.mA:15 p.m., 3:30-5:30 p.m. M-F 7-9 a,m. & 4-6 p.m, M-F 7·9 a,m, & 4-8 p,m, M-F 7-9 a,m, & 4-6 p,m, M·F 7·9 a,m, &4-6 p,m, M·F 7·9 a,m, &4-6 p,m, M-F 7·9 a,m, &4-6 p,m.
M-F 7-8 a.m, M-F 7:30-6:15 a.m,/I 4:45-5:30 p,m, M-F 7:30-8:15 a,m,B, 4:45-5:30 p,m, M-F 7:30-8:15 a,m,e, 4:45-5:30 p,m, M-F 7:30-8:15 a,m,& 4:45-5:30 p,m, M-F 7:30-8:15 a,m,& 4:45-5:30
p,m, M-F 7-8 a,m, & 2:30-3:30 p,m. M-F 7-9 a,m. & 4-5 p,m, M-F ·Permit loads that are overweight only are exempt from curfew For more Information, can the Texas "One-Stop-Shop" Toll
Free number at 􀀱􀀮􀀮􀁳􀀰􀀰􀁾􀀲􀀹􀀹􀂷􀀱􀀷􀀰􀀰􀀠or visit our website at www.dot.state.tx.u$ (Select "Trucking and Veh1cle Storage FacilIties"), 
Weekly Meeting Agenda Date: Tuesday_March 15, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues J ll. Submi¥s' Ill. Old Business I. The roadway grades
at the brickyard will not tie into the Railroad tracks. Jermie is looking into this. 10-26. HNTB needs a RFI from AlW. The grades will be adjusted. 11-2. Andrew and HNTB will review
the grades today. 11-2. AlW has requested a revised plan sheet for this area. 11-30. HNTB is in the process of revising plan sheets. Nothing yet.l2-28. No reply yet 1-04-05. Nothing
yet. 1-11-05. AlW received the revised plan sheet on 1-20-05 and is reviewing. 1-25-05. Chris and Andrew are checking. 2-1. AlW has sent an RFI (# 71) concerning the elevation conflicts.
Are revisions forthcoming? Chris Langford forwarded information to Daniel 2-23-05 HNTB Issued Revised Plan Sheets AIW will review and install per sheets .. IV. Change Orders I. Ben and
Andrew have finalized the following prices and will forward to Addison and HNTB on 3116/05: S\<.QA.u...A. Irrigation at Comfort Suites B. Tee and valve on 16" water line 2. Ben would
like to schedule meeting with Addison and HNTB to discuss Paint Pricing. \\-\u.e.51, -􀁾€:> oe. '7 I'YI-=ittt. 􀁾􀀤􀀱􀀮􀀠'/\&I-• 􀁾􀀧􀁦􀀭􀀧􀀩􀀭DI'\ p Me-LV. New Business 􀁾􀁴􀀮􀀮􀀮􀀮􀀠􀁾􀁎􀀮􀁾􀀴􀁐􀁾�
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AIWreceived revised blow offdetails from HNTB on 3/9/05. We are pricing and proceeding witll tltis revised detail. AIWis also proceeding witll tile pricing and installation oftile 3"Air
Release Valve per HNTB direction. V. Misc. VI. Schedule 􀁬􀁴􀁾􀀢􀀠cleMM.. 1M. to........ I Review Weekly Schedule 􀁾􀁡􀁬􀀮􀀮􀀮􀁴􀀮􀀮􀀠􀁾V'\JQf 00...... 􀀼􀀺􀀮􀁾􀀠􀁾􀁾􀁾􀁜􀁭􀁬􀁃􀁗􀁊􀁾􀀠􀁜􀀩􀁾􀀠􀁾􀁜􀁡�
�􀀮􀀮􀀮􀀮􀀢􀁓􀁴􀁍􀀮􀀮􀀮􀀠\.0 t.ovw otd @.. \,\ .. 01::. 􀁜􀀭􀁯􀁾􀀠􀁾􀁜􀁊􀀮􀀮􀁤􀁾􀁇􀁖􀁜􀀮􀀠
3/1512005 ARAPAHO ROAn ,.,. ",,-41L ExcavatelEmbank Brickyard Line A& B (Surveyor) Line A ( Midway) Une A Laterals 60" Water Line Lowering Test S.S. Lines A & B Bridge Work Drilled Shafts
Abt. 15 Caps Abutment # 1 Set Shore Towers in Midway Set Beams Span # 9 Set Steel Arch Ser Beams Span 1-8 Retaining Walls CIP Retaining Wall # 1 CIP Retaining Wall # 2 MSE walls 1,2,5
Activity Description Dirt and Utilities Prod M SIS M 14 15 16 17 18 19 21 SIS M 26 28 Following Week T W T F 29 30 31 1 X X X X X X X X X X X P X X Current Week T W T F X X X X X X 13
X X X /" /" /" /" /" /" /" /' /' /' /' /' /' /" /'/' ././X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Next Week T W T F 22 23 24 25 X X X 14 X X /" ./././/'
/" /" /' /' /' /' /' /' /' /' .//" L X X X X X X X X X X X X X X X X X X //" /" /" /" /" /" /" /' /' /' /' /"/' /' /"/' /" SIS 2 WAITING ON TXU Starting 3/21 WAITING ON TXU WAITING ON
TXU WAITING ON TXU 􀁾􀀮􀀧􀁙􀁔Jr) 11 SUB_... _. __ Page 1 of 2 
311512005 ARAPAHO ROAD ,.. 􀁾􀀧􀁜􀀮􀀠 Current Week Next Week Followinq Week ", .,1,•p M T W T F MSIS T W T F SIS M T W T F SISProdActivity Description 15 16 1714 18 19 21 22 23 24 25
26 28 29 30 31 1 2 SUBS/NOTES Miscellaneous /" /"lL" Clean 60" Rep @Brick Yard X X X X X/" /"V Inlets X X XX /"X VL /' V V Midway Crossing /" Backfill ,/,/WAITING ON TXU Place Asphalt
at Midway ./WAITING ON TXU Switch Midway to Outside Lanes ,//" V ,/,/WAITING ON TXU /" ,/,//" Surveyor Crossing Detour Traffic II./,//" Place Asphalt at Surveyor ,/,/,/Paving at Surveyor
-South Bound X X X./,/,/Page 20f2 
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Manhole@GateValve Ope'lllor • CI••nPipe __ Back FIll PIpe • Install Manhole@Bypass _ Install Air relea•• Valv. Fill Pipe With Water -----_ 􀁃􀁬􀁯􀁲􀁬􀁾􀀻􀁳􀁩􀁵􀁧􀁐􀁉􀁰􀀸􀀠••••Pull Bacteria
Test • Return to Service $hefIt2of2 .._... _._---_..". Archer Wesb>m contractors, Ltd_ Dale ...􀁾􀁾􀁾􀁾􀁮􀀠__ 􀁾􀀮􀁟􀁃􀁊􀁾􀀡􀁾....􀁾􀀠6Cin Wall!lllll1E> Lowering Classic Schedule Layoul
.......L • ""_ GOWL 
PUBLIC WORKS DePARTMeNT (912) 450·2811 FAX (912) 450·2831 Post Office Box 9010 Addison, Texas 15001·9010 16801 Westgfove March 14, 2005 Don Good Archer Western Contractors LTD. 2121
Avenue"J" Suite 103 Arlington, TX 76006 Re: Arapaho Phase 3 -Railroad Bid Item Mr. Good, This letter is to confirm the deletion of 1-bid item that will be removed with the next change
order. Bid Item 155 "Install and Furnish Concrete Railroad Crossing) will be removed from this contract. If you have any questions regarding this matter, please do not hesitate to contact
Jenny Nicewander at 972-450-28600r myself at 972-450-2886. r help in this matter. s· ny icewander, P.E. roject Manager Cc: file Guy Van Baulin -HNTB Corp. 
_ HIITII Compon"'" 15150 Surveyor Blvd. Tefephone (912)361"'\1064 Engineers Archltects Planners Addison TX, 15001 F.almlle (912)361-0065 www.hnth.com HNTB.Jab " 25168 VIA H'aod Ileliverod
Det.. Mar<:h 9. 2005 Bro WitheredLetter 0' AldwtWestern Colltractott, Ltd. =-tNTBTransmiHal 15150 Surveyor Blvd. Addiso.. TX 15001 w..... torw.dl", to 1'''''' Estimates Plans 􀁾Prints
Reports Shop Drawings Samples Change Order Disk Copy of Letter Book Olher # 01 Caples Drawing # Last Dated Code Description ! I Plan View 3-8-()5 lleplaaDg Plan DetalI on Dwg. DWU-I.
_ liSA I SectioDE E 3-8-05 lleplaciDg Section VIeW Detail OD Dwg. DWU-I. pag' liSA 1 ,Section F -F 3-8-05 New Section View Detail for 10"Air Release System Thue are tranlmttted: for
approval X for your use Return Corrected prints 􀁾As requested Resubmit Copies fOf review Submit Copies for distribution for Review & comment No exception taken Amend and resubmit Make
corrections noted PI.aunet.: HNTB CotporalioD Copy tlX S_Cbutcblaa, Towo of Addison Jerry D. Holder. Holder. HNTB CotporalioD File 
3 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
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_ HNTS c:om,o15150 SUrveyor Blvd. Telephone (972) 361-()064 􀁅􀁮􀁾􀁮􀁥􀁥􀁲􀁳􀀠Ardliteds Planners Addfson TX, 75001 Facs!mlle (972) 36l-006S www-hntb.com HNTB Job. 25768 VIA Arapaho Roa4
-Ph...ill Date: Marcb 9. 2005 Tc: Steve ChutcbianLetter of Town ofAddison MNTBTransmittal P.O. Box 9010 168Ql Westgrove lJriw AddilO" TX 75001 Bxi.dng Site Conditioo prior to Construction
We lilt. forwardl..., to you: Estimate. Plans Prints Reports Shop Drawings Samples __ ChanQe Order Disk Copy of Leiter Book other # of Copies Drawing # last Dated Code DescriptionI􀁐􀁾􀁾􀁃􀁴􀁩􀁾􀀧􀁡�
�􀁾􀁖􀁾􀁩􀁤􀁲􀁥􀁯􀁾􀁾􀁍􀁊􀁾􀁯􀁢􀁾􀁓􀁾􀁮􀁾􀁥􀁾􀀦􀁾􀁒􀁾􀁏􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀠For approval As requested Copies for distribution 􀁾for your use Resubmit 􀁾For Revlew &: comment
Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted 
15150 Surveyor Styd. Telephone (972) 361 􀁾􀀠0064IMT8 Ccapoc I'''' The HNTB Companies AddIson. TX 75001 facsimile (972) 361' 0065 Enl)fneers ArGhttects Planners \YWW,hntb.eom Archer
Western Contractors. Ltd. 2121 Avenue j" HNTBSuite 103 Arlington. TX 76006 Request for Information Response March 9. 2005 Originator: Andrew Scheermann RFI Number. R-AW071 Subject: Roadway
G.rades at Rail Road Tracks Request: Archer Western Contractors. Ltd. has reviewed the revised roadway prof!le grades in relation to the existing rail road crossing grades. and discovered
that the revised grades project below the existing railroad crossing grades by as much as 4 inches in some areas. Response/Action Taken: Attached to this response are three contract
drawing with the grade elevation shown along the )., roadway curb line. The information included on the plans should answer all questions above. By: 􀁇􀁾􀁥􀀺􀀱􀁥􀁮􀀲􀁾􀀠lINTB Corporation
Date: March 9, 2005 Cc: File Steve Chutchian. Town of Addison Jerry D. Holder, HNTB Corporation
 " II I , , " , ------r--_---__ , , CURVE-4 DATA : A -22·31'25.69" ; R = 2600.001 iT'" 􀀵􀀲􀀰􀀮􀀰􀀹􀁾􀀠! L '" 1026.64' ---TP=627.78 I .. 77+10.51.. TP=627.71 ,I LT I, LT " ' -------T
0 <.? 0 «l I(fJ "" W Z ...J ::I: (.) !< 􀁾􀀠o 20 40 60 ao----SCALE IN FEET EXISTING CURa PROPOS£D CURS TP...xXX.XX TOP OF PAVEMENT ELEVATION TC"'XXX.XX TOP (>' CURB ELEVATION G=XXX.XX
GUTTER ELEVAT10N CR CURB RETURN ---7(FENCE 0 FIRE HYDRANT W LIGHT POLE7j'C • POWER POLE OMh 􀁓􀁁􀁎􀀮􀁓􀁅􀁷􀁅􀁾􀀠MANHOLE '" SIGN ;:;TL TR.olFFIC SIGNAl... c:;:::::) VEGETATION 0 TREE
-"'J-WATER LINE TEr.PORARY CONSTRUCTION EASEMENT PROPOSED PAVING 􀁾􀀠1. ALL Dll'£NSIONS AND CALL OOTS ARE TO BACK (>' CURS UNLESS OTHERWISE NOTED. 2. SEE SHEET 03040 FOR RAILROAD CROSSING
PANEL DETAILS. 3. REFER TO SITEWORK ANO FOR ADOlTlONAL PAVING PlAN AND PROFILE STA 75-00 TO STA 80<00 
---I, I ' . I 􀀸􀀴􀀫􀀳􀀶􀀮􀀳􀀲􀁾􀀠Tc-<l3'.32 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀽􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺-----------...::::::.::-:.􀁾􀀭􀀽􀀽􀀺􀀺􀀺􀀭􀀺􀀭􀀺
􀀭-.__________􀁾􀀺􀁣􀀺􀁟􀁤􀀠..........j.... 80+00 il CURVE-S DATA a. 23'"34'44.31" RT R =. 850.00· T "" 171.41' l .. 349.80' o 5TA 64->04.45. 52.87' RT o -N 20 40 60 60 SCALE IN FEET
􀁾􀁾􀁩􀁬􀁎􀁇􀁬-& STA 84+98.98. 43.12'LT EXISTING CURB PROPOSED CURB TP"'XXX.XX TOP CF PAVEMENT ELEvATioN TC=XXX.XX TOP OF' CURe ELEVATION G=XXXJ(X GUTTER ELEvATIoN CR CURB RETURN 􀁾􀁁􀀭FENCE
(> FIRE HYDRANT "*UGHT POlE " • POWER POLE 􀁏􀁾􀁉􀁈􀀠SAN. SEWER MANHCX..E SIGN l:HL TR-¥FIC SIGNAL c:::::::J VEGETATION (] TREE -w-WATER LINE TEMPffi'ARY CONSTRUCTION EASEMENT 􀂷􀁲􀀮􀁲􀀺􀁾􀀢􀁁􀀺􀀻􀀺􀁾􀁴􀀧􀁩􀀯􀁦􀁩􀁜􀀺�
�􀀠PROPOSED PAVING BRIDGE 1. ALL DIMENSIONS AND CALL OUTS ARE TO 6ACK or CURB UNLESS OTHERW1SE NOTED. 2. REFER TO SITEWORK AND LANDSCAPING PLANS FOR ADDiTIONM.. MEDIAN TREATMENTS. PftIIING
PUW AND PROFILE SfA 80-00 TO SfA 85-00 
o -20 40 60 ao---SCALE IN FEET N //////////III CURVE-5 DATA II = 23-34'44.31" RT R = 850.00' T =177 .41' L :::: 349.80' , , o 􀁾􀀭􀀭( EXISTING CURB PROPOSED CURB TP,..XXX.XX TOP OF PAVEMENT
ElEVATION TC=XXX.xx TeM=' Of CURS ELEVATION G::::'XXX.xx GUTTER ELEVATION CR CURB RETURN -10FENCE (> FIRE HYDRANt * LIGHT POLE • POWER POlE oi"lH SAN. SEWER MANHOlE "1T SIGN l;i H. TRAFFIC
SIGNAL c:;:) VEGETAT10N (] TREE -"1WATER LINE TEMPffiAAY CONSTRVCTIC>< EASEMENT PRCFQSED PAVING BRIDGE 􀁾􀀠1. ALL DIMENSIONS AND CALL ooTS ME TO SACK OF CURB UNLESS OTHERWISE NOTED.
2. SEE SHEET IC-l FOR INTERSECTION GlVDING PLAN. 3. REFER TO SITEWORK AND LANDSCAPING PLANS FOR ADOITIC><AL Io£OIAN , 􀁾􀀭􀀭􀀭STA 85<00 TO STA 87+88 12 <:1!' 
IIItt8 Coipw....... 15150 surveyor Btvd. Telephone (972) 361 0064 The HNTB Compl!lnles Addison. TX 75001 Facsimile (911.)361 􀁾􀀰􀀰􀀶􀀵􀀠ErnjIlneers An:hlteds Planners www.hntb.com Mr.
Ben Withered Project Manager HNTB Archer Western Contractors, Ltd. 2121 Avenue "t Suite 103 Arlington. TX 76006 Re: Installation of TXU Electrical March 3,2005 Dear Ben: On March 3,
2005. the Subcontractor to TXU will be mobilizing to insta1I the 2-way manhole located in the Arapaho Road R.O.W. at the approximate station 25+ 35 along Storm Sewer Line A. At this
time, the Town of Addison is requesting Archer Western to hold otT on the installation of the Line' A' Storm Sewer box culvert between the stations 25+25 to 25+50. GuyV Baulen HNTB Corporation
Ce: File Steve Chutchian. Town ofAddison Jerry D. Holder. HNTB Corporation Michael Ebeling, HNTB Corporation 
IIII11ICwpw I.. 15150 Surveyor Blvd. Telephone (97Z) 361 􀁾􀀠0064 The HNTB Companies Addison, TX 75001 facsimlte (972)361 􀁾􀀠0065 EngIneers Architects Planners www.hntb.com Mr. Ben
Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue "j Suite 103 Arlington. TX 76006 Re: Lowering of60" DWU main March 2, 2005 Dear Ben: Pursuant to the Town of
Addison's request to shutdown the 60" Water Main. commencing on March 7, 2005, and DWU agreement to same, let this letter serve as notice that Archer Western Contractors. Ltd. may begin
work at that time. Please advise me ofyour actual start date, your final schedule sequence of work and all Emergency Contacts prior to starting work for distribution. ThankJr'rJ4SJ_
􀁇􀁵􀁹􀁾􀁮HNTB Corporation Cc: Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation Michael Ebeling, HNTB Corporation Cassia Sanchez. Dallas Water Utilities File 
tanB CoIpecaUec 15150 Surveyor Btvd. Telephon& (972) 361 􀁾􀀠0064 The HNTB Companies Addi5:on. TX 15001 Facsimile (972) 361 • 0055 EngIneers Architects Planners www.hntb.com Mr. Ben
Withered Project Manager HNTB Archer Western Contractors. Ltd. 2121 Avenue"r Suite 103 Arlington. TX 76006 Re: Duration of the Phase III February 24. 2005 Dear Ben: For several weeks
I have been discussing with ArcherWestern's Superintendent. Don Good. the locations in which TXU's contractor will be to perfonn the installation of the new electrical duct bank and
manholes. As you know, this work cannot be perfonned along the East side ofMidway Road without a right lane closure for the northbound traffic. until Archer Western has completed Phase
II traffic pattern. The Town ofAddison is requesting Archer Western. upon the change over to the Phase III traffic control pattern hold off the installation of the Line 'A' Stonn Sewer
box culvert between the stations 25+25 to 25+50. This will allow the TXU contractor to install a 2-way manhole and the electrical duct bank across the proposed Arapaho Road R.O.W. The
Town is aware this will cause work to stop on some bid items and is prepared to review and compensate Archer Western for any reasonably delays. Archer Western Contractors. Ltd. is to
continue to work on the installation of the proposed new lO"sanitary sewer across Midway Road connecting the previously installed new 10" sanitary sewer and existing 5" service line
for the Rink. 2u •tL6cJ.c..---. 􀁇􀁕􀁙􀁖􀁾􀁡􀁵􀁬􀁥􀁮􀀠HNTB Corporation Cc: File Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation Michael Ebeling. HNTB Corporation 
HIIT8 Coipoc lloll 1S1SO Surveyor Blvd. Telephone (912) 361 􀁾􀀠0064 The HN18 Companies Addison. TX 15001 Fac:s1mife (972) 361·0065 Enqinet!:rs Arcllitt!:ds Planners www.hntb.com Archer
Western Contractors, Ltd. 2121 Avenue 􀁪􀁾􀀠HNTBSuite 103 Arlington, TX 76006 Request for Information Response February 23, 200S Originator: Andrew Scheennann RFI Number: R-AW070 Subject:
Relocation of SS Manhole in Midway Blvd. Request: Archer Western has as-built the existing s" Line fonn the skating Rink and discovered that the line is+/-loS' below the proposed SS
line B. After discussion between HNTB and Town of Addison. We will relocate the Manhole as detailed on attached sketched. Please conftnn this relocation and specify S" tie in details.
Response/Action Taken: The contractor is to install the 10" sanitary sewer as per the faxed (RFI) sketch. Due to the depth of the existingS" sanitary service from the Rink. the relocation
of the drop manhole along the proposed 10» sanitary sewer line and the tie-in of the sanitary service for the Rink located in the eastern most lane of Midway Road is acceptable. The
contractor should select the type of PVC pipe based on the depth as deterruined in the freld. The manufacturer should be consulted for adequacy of PVC pipe used in the situation. The
new 6" PVC sanitary service line shall be tie-into the Manhole with an internal drop as per the contract drawings. '" 􀁾􀁾􀁾􀀠HNTB Corporation 􀁄􀁾􀁨􀁾􀀢􀁟􀀠Cc: File Steve Chutchian,
Town of Addison Jerry D. Holder, HNTB Corporation 
H'II11S CoipM ••_ 15150 surveyor Blvd. Telephone (972) 361 􀁾􀀠0064 The HNTB Compo!Inlu Addill>Ql'l. TX 75001 Facsimile (972) 361 􀁾􀀠0065 Engineerll> Architects Plarmers www.hntb.com
Archer Western Contractors, Ltd. 2121 Avenue 􀁾􀁲􀀠HNTBSuite 103 Arlington, TX 76006 Request for Information Response February 24. 2005 Originator: Andrew Scheermann RFI Number. HN'fB...
H Subject.: Lateral A-I: "Y'"-Inlet possible cooflict Request: As discussed in the field with Archer Western Superintendent. the location of the Y-Inlet and that the top of the inlet
protrudes above the existing ground elevation, that this wonld create a possible elevation hazard in the existing pavement Response/Action Taken: To prevent a hazard within the pavement.
it will be acceptable to change the top of the 'yo-inlet from a raised concrete slab with an access manhole casting to a 30"x 300 Bass & Hayes single grate casing top. Prior to any work
on the above referenced subject, Archer Western Contractors, Ltd. is provide the different in cost for placing a new 30"x 30" Bass & Hayes single grate casing top on the 'YO-inlet, in
lieu of forming a casting-in-place concrete slab top with the manhole access frame and cover for review and approval. B,. 􀁾􀁊􀁾􀁢􀁵􀁌􀀭Guy Van Baulen.EIT HNTB Corporation Date: February24,2005
Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation 
IIIITB_' 15150 Surveyor Blvd. Telephone (912) 361 􀁾􀀠0064 The HNT8 Compsnie.s Addison. TX 75001 FaC$lmlle (972) 361-0065 Enqlneers Architects Planners www.hntb.com Mr. Ben Withered
HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue or Suite 103 Arlington, TX 76006 Re: Lowering of 60" DWU main February 24, 2005 Dear Ben: On Tuesday February 22"", during
the Weekly progress meeting, it was confmned that the work on the new interconnection for the City of Fanners Branch water supply system had begun and would be performed by the end of
the week. This letter will serve as notification that Archer Western Contractors, Ltd. may now begin to reschedule the work on the 60" DWU main lowering starting on or about March 7"'􀁔􀁨􀁡􀁮􀁫􀁁􀁊􀁾
􀀶􀁾􀀠Guy Van Baulen HNTB Corporation Cc: Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
16BOl Westgrove Addison TX, 75001 Town of AddisonPhone: 972-450-2860 Fax: 972-450-2837 Fax To: Guy VanBaulin From: Jenny Nicewander Fax: 11Z.-'\t., -COCoS Date: March 7, 2005 Phone:
Pages: t S Re: DWU waren ine letter cc: o Urgent o For Review 0 Please Comment 0 Please Reply 0 Please Recycle -Comments: Please let me know if you have any other questions regarding
this fax, k5,o 􀁾􀀭􀁃􀁾􀁬􀁁􀁥􀁯􀀺􀀠􀁏􀁾􀀮􀁾􀀢􀀧􀀺􀀾􀀠􀁾􀀧􀁓􀀮􀀧􀁓􀀮􀁴􀀡􀀩􀀮􀀬􀀠􀁾c:N.€e. 􀁌􀁾􀁔􀀠􀁣􀀮􀀮􀀮􀀮􀀻􀁥􀀻􀁾􀀠
2146701240 ,P' 1Mar 04 2005 3:56PM DI.JU PLANNING dalles 􀁾• UfJlrtle5at.,. ofc:lallas i M,arch 4, 2005 Mr. Steve'Chutchian, P.E. > ."ASsistant City Engineer ,T$wn of Add,ison , ,P'O.
Box 9010 ,", 􀁁􀁾􀁤􀁬􀁳􀁯􀁮􀀬􀀠Texas 75001-9010 . Dear Mr. 'Chutchian: £: ; ;. r " " " W.e have received your letter dated Marct( 2, 2005 and are prepared to allow the shutdown of the
60" transmission line 􀁢􀁥􀁧􀁩􀁾􀁮􀁩􀁮􀁧􀀠Marth 7th• ' , ' , Wtp appreciate your Cooperation and willingness to work ,with us to help ensure oLjr system's integrity, as well as the othet:customer
cities. i . 1 􀁾􀀠f . ' Sircerely,' 􀁵􀁾􀀬􀁾􀀠: , .i Charles E.Stringer, P.E. : 􀁾􀀠Msis1ant Director -Water Operations I , 􀁾􀀠, ' , i. Our 􀁖􀁩􀀮􀁪􀁯􀁾􀀺􀀠To be an efficient provider
of superior water 􀁡􀁮􀁾􀀠􀁾􀀮􀁬􀁥􀁗􀁯􀁬􀁥􀁲􀀠:.ervice and a leader in 111.. wafer industry. Waillr Udllhlo.lleparlmenf • City Hall' 4AN Dalla" ...,. 75201 lidophone: 1214)670,3146 ,
.", .,." ' . .<'1"';::';',: ", " :-,'-..." 
( /lot to Scale ] 􀀡􀁾tlg8:t 􀁾􀁾􀀠12xlOx6 r 􀁑􀀧􀁩􀀱􀁉􀁾Fig. Tee I '!sa<\.; 􀁤􀁾􀁾􀀠􀁬􀁩􀁾􀀱􀁾􀀢􀀭􀁾􀀠I I, ••• 􀀬􀁜􀀬􀁾􀀺􀀺􀁓􀀮􀀬􀁊􀀬􀀠.. ,. E 6' Closs 52 Ducffle Iron PI{XI Flg.-PE.
􀁾􀀠 6' Solid Sleeve UJ -I.IJ With Relalner Glands 6' 'Xl Flg.Bend I6(J'lnslde Diameter PLAN Center Of Valvef Of O{XIraflng Nul. LJ.llonliJle ClNet & Frome -DNJJ. ffHg. • 221 E 􀁾􀀠Eo
Flange Insluflng Kif One Each Side Of Valve Gasket To Be W TYfI/!'E' Resilient Faced. ...\OLK482\ArapahoARV05.dgn 03/0712005 08;20:50 AM 
NOTE: Contractor To Pr(}lldeNOTE: Contractor T Valve Operator ExtensIon ____ C). Valve Box 􀀿􀁾􀁭􀀠SIJ€PQrt 􀀸􀁲􀁡􀁣􀁾􀁥􀁾􀁬􀁊􀁲􀁮􀁬􀁳􀁨􀀠As Necessary. (::c. wIExtenslOll wa/!'6l􀁍􀁡􀁃􀀺􀁾􀁲􀁬􀁦􀁘􀁊�
�􀁴􀀠From :. '( ".' $"􀀮􀁾􀀠..... "";;"1 &!ckflll Valve & 8Y,:Pass I !_ ..... J'.'.../nsul/atlOllWith SeJecl Ualerlat. 􀁾􀀠􀁾􀀠15Valve Operator .!i! 􀁾􀀠"'" Inside 01 UJI. To Be Flush
wlOulslde 01 Flange -']' II' -----I[" .' • 􀁾􀀷􀁬􀁉􀁉􀀧􀀠------L-...:., 6' (lID. Precast Uontoie Ii? 010.3000 p.sJ.Relnf.COIlC. Slob Poured On Undisturbed Earth Or &ickf/l/ed With Stabllzed
UaterlalSuppo[l Under Each Valve. (See DeJal/Below) SEC1'1ON E •E ...\OLK482\ArapahoARV05.dgn 03/07/2005 08:21 :22 AM 
lI.;"'􀁩􀀤􀁾􀁾􀀠F/U£/) ,rrH COICl€f£..9 Iii1t.fIHl(lVrH ......􀁦􀀭􀀭􀀭􀀭􀀧􀁾􀁾􀁒I.-J NfKNlJ Sf STfiN>S Sl§<::""IIIii!G" 􀀻􀁾􀁉;VI GN.'/MlIEO _ NR VEIif PIPf flDI.PIPE THiS R1SER SHAU.
BE /1$ NCM /1$ fflKlJ;1( Tf} 1IlJ:I.I)K£5. 11 lEw rlIE'ro¥b 5JOJtreR gt 􀁾􀀠IU'CJ.EIIi<w FIOI't}e /(I FIarqe. "􀂷􀀶􀀮􀀡􀀱􀁚􀀧􀁾,E_ 4' Il!.PrertJSlIIH. ffI£CJS1l'1>' '''''''''= U 􀀱􀀺􀁾􀁾􀀠I·
• N...-Or 4IXXJ p.sJ.CasNfl'Piore MH. C_1$l Air 􀁾V<mm> /lIr 􀁾􀁃􀀧􀁹􀀧􀂣􀁎􀁥􀀠fQWJB J/oodlrt; FlllSfXl'}Jwl 􀁎􀀢􀀢􀁓􀁬􀁲􀁬􀁮􀁴􀁇􀁲􀁯􀁯􀁬􀁾􀀧􀁽􀀻􀁤􀁾􀀮􀁣􀀧􀀠IU'GcI,VoIrewllhHaOO6' ()Ia.J(XX)
(,111 RdrlrxClld '. ":"CII • • WIF;ei.FIOI't}e x FIOI't}e QJ/1c.SlJ/lpyIISee [))IGlI8doirJ -, lri:f_m''_I --:.-%0( R1' PlfO 􀁃􀁉􀀩􀁉􀁬􀀯􀁉􀁾􀀠4' PVC ()r(J!n T,.. 􀁄􀁾􀀠' .......... IIM
rom Sed101l E'E AI Tie (}fJIon Grurl!ll CrlJS/eiJ 51"" rx SlaI'iord GrodQllM River Run Of..... ._ . srcrGl' ., 'J 􀁒􀁉􀁾􀀧􀀠12' {)IO.JrXXJ 􀁉􀁊􀀵􀁊􀀧􀁃􀁏􀁲􀁥􀁾􀁤􀀧􀀠,􀀮􀀺􀀻􀀺􀁖􀁾􀀠4
. '3 VerllciJf ... ./IJMIs ._.lXJltt.SlII'II'(JIII' «rill .. ,\OLK482IArapahoARV05.dgn 03/03/071200508:21:38 AM 
16801 Weslgrove Addison lX, 75001 Town of AddisonPhone: 972-450-2680 Fax: 972-450-2837 Fax From: Jenny Nicewander To: Fax: _P_ho_n_e:_ZL.<J:.L.\t\4_.-'(A _....􀀺􀀺􀁜􀁯􀁭􀁴􀀺􀀺􀁬􀁏􀀮􀀭􀀢􀁾􀀢􀀢􀀧􀀭􀀭__
_􀁾􀁐􀁡􀁾􀁧􀁾􀁥􀁳􀁾􀀺􀁾􀁚􀁾________ Re: cc: 􀁾Urgent D For Review D Please Comment D Please Reply D Please Recycle -Comments: 
PUBUC WORKS DEPARTMENT (972) 450-2811 16801 Westgrove March 2, 2005 Mr. Charles Stringer Dallas Water Utilities Assistant Director of PubliC Works 1500 Marilla Room4AN Dallas, Texas
75201 Re: Arapaho Phase 3 Shutting down 60-inch Water Line Dear Mr. Stringer, In accordance with the agreement between Dallas Water Utilities and the Town of Addison, a portion of your
60" water transmission main that crosses under our Arapaho Road construction project is scheduled to be lowered. Your staff provided the design for these Improvements, and our contractor,
ArcherWestem, is scheduled to begin the work as early as March 7, 2005. The anticipated construction period should not exceed 14 calendar days. As you are aware, the Town recently colttpleted
the necessary interconnection of your 60' main to your 18" line that serves the eastem,Porfi,on pfFarmers Branch in advance of the proposed SO" lowering. In addition to 10weril1\j the
main to accommodating our new box culvert, the existing in-line valve will be replaced with with a new 60' valve. For your records and Information, I am including the names of people
involved with the project that can be contacted anytime with questions regarding this malter. These individuals are as follows: Guy Van Baulin, HNTB Corp., Construction manager, 214-317-8274,
cell Jenny Nicewander, Town of Addison, Project Manager, 972-450-2860, office Dave Wilde, Town of Addison, Construction Inspector, 972-450-2847, office The Town is very aware of the
sensitivity of this matter to DWU, as well as the customer cities that are served by this line. If there should be some unanticipated event that would require service back up with the
eO-inch line, the Town of Addison will do everything possible to get the line in working condition as quickly as possible. Please respond to this letter at your earliest convenience
to this letter with your concurrence In taking out of service the SO-inch water line. If you have any questions regarding this matter, 􀁾􀁉􀁥􀁡􀁳􀁥􀀠do not hesitate to contact me at
972-450-2871. We greatly appreciate your timely consideration and attention to this malter. ,fie-􀁾􀀠Sincerely, steve Chutchlan, P.E. Assistant City Engineer 
(972) 456-2811PUBLIC WORKS DEPARTMENT 16801 Wettgrove􀁾􀁾􀁾􀁾􀁾􀁾􀁍􀁾􀂮􀀠FOAl Office Box 9010 Addison, Texas 75001-9010 March 2, 2005 Mr. Chartes Stringer Dallas Water Utilities Assistant
Director of Public Works 1500 Marilla Room4AN Dallas, Texas 75201 Re: Arapaho Phase 3 Shutting down 60-inch Water Line Dear Mr. Stringer, In accordance with the agreement between Dallas
Water Utilities and the Town of Addison, a portion of your 60' water transmission main that crosses under our Arapaho Road construction project is scheduled to be lowered. Your staff
provided the design for these improvements, and our contractor, Archer Westem, is scheduled to begin the work as earty as March 7, 2005. The anticipated construction period should not
exceed 14 calendar days. As you are aware, the Town recently comilleted the necessary interconnection of your 60" main to your 18" line that serves the eastem .porft,on .of Farmers Branch
in advance of the proposed eo' lowering. In addition to lowering the main to accommodating our new box culvert, the existing in-line valve will be replaced with a new eo' valve. For
your records and information, I am including the names of people involved with the project that can be contacted anytime with questions regarding this matter. These individuals are as
follows: Guy Van Baulin, HNTB Corp., Construction manager, 214-317-8274, cell Jenny Nicewander, Town of Addison, Project Manager, 972-450-2860, office Dave Wilde, Town of Addison, Construction
Inspector, 972-450-2847, office The Town is very aware of the sensitivity of this matter to DWU, as well as the customer cities that are served by this line. Ifthere should be some unanticipated
event that would require service back up with the eO-inch line, the Town of Addison will do everything possible to get the line in working condition as quickly as possible. Please respond
to this letter at your eartiest convenience to this letter wrth your concurrence in taking out of service the eO-inch water line. If you have any questions regarding this matter, !,llease
do not hesitate to contact me at 972-450-2871. We greatly appreciate your timely consideration and attention to this matter. ,fie--􀁾􀀠Sincerely, Steve Chutchian, P .E. Assistant City
Engineer 
PUBLIC WORKS DEPARTMENT (972) 450-2871 16801 Westgrove March 2, 2005 Mr. Chartes Stringer Dallas Water Utilities Assistant Director of Public Worlls 1500 Marilla Room4AN Dallas, Texas
75201 Re: Arapaho Phase 3 Shutting down 60-inch Water Line Dear Mr. Stringer, In accordance with the agreement between Dallas Water Utilities and the Town of Addison, a portion of your
60' water transmission main that crosses under our Arapaho Road construction project is scheduled to be lowered. Your staff provided the design for these improvements, and our contractor,
Archer Westem, is scheduled to begin the work as early as March 7, 2005. The anticipated construction period should not exceed 14 calendar days. As you are aware, the Town recently colfi!)leted
the necessary interconnection of your 60' main to your 18' line that serves the eastem pomon of Farmers Branch in advance of the proposed 60' lowering. In addition to loweling the main
to accommodating our new box culvert, the existing in-line valve will be replaced with with a new 60' valve. For your records and information, I am including the names of people involved
with the project that can be contacted anytime with questions regarding this matter. These individuals are as foilows: Guy Van Baulin, HNTB Corp., Construction manager, 214-317-8274,
cell Jenny Nicewander, Town of Addison, Project Manager, 972-450-2860, office Dave Wilde, Town of Addison, Construction Inspector, 972450-2847, office The Town is very aware of the sensitivity
of this matter to OWU, as well as the customer cities that are served by this line. Ifthere should be some unanticipated event that would require service back up with the 60-inch line,
the Town of Addison will do everything possible to get the line in working condition as quickly as possible. Please respond to this letter at your eartiest convenience to this letter
with your concurrence in taking out of service the 60-inch water line. If you have any questions regarding this matter, I;llease do not hesitate to contact me at 972-450-2871. We We
greatly appreciate your timely consideration and attention to this matter. ,􀁦􀁯􀀭􀁾􀀠Sincerely, Steve Chulchian, P.E. Assistant City Engineer 
February 15, 2005 Letter: HNTB -33 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Field
Charges for Waiting of TXU Subcontractors Dear Guy: On February 11,2005, Archer Western had scheduled to sWitch traffic on Midway road from Phase I to Phase II. Archer Western completed
the work necessary to switch traffic to phase II and was ready to switch traffic but, TXU'S subcontractor was not complete with their work by 2:30 PM as sCheduled. Archer Western's crews
where held up for 3 hours before the traffic switch could be completed. Attached is a field charge showing personnel and equipment effected by the delay. We will submit a summary of
costs uncured by Archer Western because of this delay at a later date. lion, please contact Andrew at our field office. Enclosure XC'. Ben Withered Don Good File 
---------------FIELD CHARGE WORK PERFORMED BY EMPLOYEES OF ARCHER WESTERN CONTRACTORS, LTD. WORK ITEM NO. ____ PROJECT: ,1&jlJw􀁧􀁾􀁦􀁊􀀱􀀴􀀴􀀱􀁴􀀱􀁻􀂷􀀠DATE OF WORK ORDER: Fd.l/,;ZPOJ
WORK ORDER NO, ____; (;,0'>Ji>i/f) 􀀯􀀮􀁁􀀮􀀮􀀮􀀾􀀭􀁾􀀠( V"cLASSIFICAnON HOURS RATE TOTAL I I I EQUIPMENT RENTAL: DATE EQUIPMENTn:OOLS HOURS RATE TOTAL 2/il/6S Leq'12J3 ;;1,..., .11
A 3' lJ It OS 􀀷􀁾􀁊􀀺􀁒􀀠􀀯􀁾􀀷􀀮􀀮􀁊􀁾􀀻􀁴􀁊􀁾􀀠3' i2llt oS(,.:f1.c{ /-2..n.> 􀁉􀁊􀁊􀁾􀀧􀁾􀀠􀁾􀀠..? f , I ! I ! ! I DATE MATERIALS USED: MATERIALS COST TOTAL The work listed above
was done for your firm, If the record has not been signed, the work was done because of a previous request from you or to protect your interest. If this work is not approved by you,
please notify us by return mail. You will be invoiced on the basis of this record, Applicable taxes, fringe benefits, and overhead and profits will be added when you are invoiced. Work
Performed For: Signed by:_______________ Date: Page 1 
HIfI'B CacpocaUuc 15150 Surveyor e!vd. Telephone (972) 361-0064 The HNT8 CompanIes Addison. TX 75001 Fat'$lmUe (912) 361 􀁾􀀠0065EnQlneers Architects Pianoers www.hntb.com Mr. Ben Withered
HNTBProject Manager Archer Western Contractors. Ltd. 2121 Avenue "1 Suite 103 Arlington, TX 76006 Re: Lowering of the existing 12D main January 28, 200S Dear Ben; We are in receipt ofletter
dated January 14. 2005. in which Archer Western Contractors. Ltd. has submitted a breakdown ofseveral Items with there Unit Prices for the above referenced Issue. As discuss verbally
with Archer Western Contractors, Ltd. field Personal on January2SIh, the Town of Addison will go with Option 1 to utilizing the installation of isolation valves to help in the process
to minimize the work time for lowering of the water main. But, after review of the unit price of the Isolation Valves, this unit price was found to be an unacceptable price. The Town
of Addison request Archer Western Contractors, Ltd. to reassess this item and ifposslble resubmit a new unit price. Archer Western Contractors. Ltd. is directed to proceed with this
work so not to encounter any delay. Upon the start of this work. ifan agreement hasn't been reached, HNTB Corporation as the owner's representative will treat this work as a Force Account
Work, Section 109.3.2 ofthe NCTCOG, 4wedition so work may proceed. In review of the work item of DLB 12" C-909 Pipe; The unit price for this item will be accepted. For the bid items
4 & S; "Install 12 in. Caps" and "Tie in after Testing", these two items will be dropped. Please advise us ofany actions you will take. Thank you. j) ;) /I !{h 􀀰􀁾􀁾􀀠Guy Van Baulen
HNTB Corporation Cc: File Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation Michael Ebeling. HNTB Corporation 
HK1'B Cot,.... DD. 15150 Surveyor Blvd. Telephone (91z) 361· 0064 The HNTH Companies Addison. TX 15001 hc:simlle (972) 361 􀁾􀀠0065 Enqineers ArchItects 􀁐􀁉􀁾􀁮􀁮􀁥􀁲􀁳􀀠www.hntb.com
Mr. Ben Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue"]" Suite 103 Arlington, TX 76006 Re: Extra Work Labor Burden February 8, 2005 Dear Ben: In review of
several proposals that Archer Western Contractors, Ltd. has submitted with a breakdown for the estimate labor time and cost Itwas recognized that all labor rates were at a high rate.
After discussing this with Archer Western Contractors, Ltd. personal it was expanded that all labor rate were being adjusted as per the TXDOT specification, section 9.4 for extra work.
A reminder to Archer Western Contractors. Ltd. that this project is not a TXDOT project and that it contract is following the North Central Texas Council ofGovernments 4'" edition, Section
109.3. which indicates compensation will be made for all reasonable costs of labor, material. supplies, tools. equipment or machinery etc. Therefore. the Town of Addison is requesting
Archer Western Contractors, Ltd to submit all cost proposals with an actual labor rates for their estimates for the compensation of extra work performed. If Archer Western Contractors.
Ltd. wishes to claim a labor burden, the town of Addison request Archer Western Contractors, Ltd. to submit their actual burden for review and approval. 􀀽􀀺􀁾􀀺􀁲􀁙􀁴􀀻􀀢􀁷􀁩􀁬􀁬􀀧􀀢􀀠􀀯􀀨􀀩􀁍􀁶􀁊􀀻
􀀩􀁾􀁾􀁾Guy Van Bauleo/HNTB Corporation Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling. HNTB Corporation 
..1aCot.......n.... 15150 Surveyor Bfvd. Telephone (972) 361 􀁾􀀠0064 The HNTS Companies Addison, TX 75001 Facsimile (972) 361-0065 En9ineers Architects Planners www.hntb.com Archer
Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response February 15, 2005 Originator: Andrew Scheennann RFI Number: R-AW058 Snbject:
Street and Pedestrian Lighting Circuit requirements Request: There is specified voltage for the street and lighting circuits. Please provide the voltage as soon as possible so that the
proper materials can be ordered. Response/Action Taken: The voltage for the street and pedestrian lighting is 240V. See Submittal 16.1. comments returned to Archer Western Contractors,
Ltd. on November 10, 2004. Note: To Date Archer Western Contractors. Ltd. has not resubmitted rejected Shop Drawning submittals 14.1,16.1 & 18.1. and submittal 15.1 for bridge street
lights. 􀁬􀁤􀁇􀁾􀀠 By: (GuyVan Baulen, EIT Date: February 15, 2005 HNTB Corporation Cc: File Steve Chutchian. Town ofAddison Jerry D. Holder. HNTB Corporation 
HIf11I eocpocatl'w 15150 Surveyor Blvd. Telephone (972) 361 -0064 The HNTS Compcmie$ Addison. IX75001 filcsimile (97Z) 361 -0065 Engineers Architects Planner$ www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue"]" HNTBSuite 103 Arlington, TX 76006 Request for Information Response February 15, 2005 Originator: Andrew Scheennann RFI Number: R-AW062 Subject: Conduit
Run A·2 Request: Please review Sheet 327, 328, 331 and 343 Archer Western has detennined that conduit run A -2 is routed in the south T-4 Bridge Rail. Is Archer Western's conclusion
correct? Response/Action Taken.: URS Corporation RFI#62: I read the contractor's RFI in regards to conduit run "A2" as detailed on sheet #343 (BL-22). Conduit run "A2" detailed on sheets
327, 328 & 343 is not the conduit for the arch flood lights (ftxture A-2) but conduit between GB7 & GB3 and is a buried conduit. Jt􀁲􀁄􀁾􀁾􀀺􀁷􀀢􀁭􀁱􀀭 By: Guy Van Baulen, EIT HNTB Corporation
Date: February 15, 2005 Cc: File Steve Chutchian, Town ofAddison 
,\', H111IJCarporwtIoo 15150 Surveyor Blvd. Telephone (912) 361-0064 The HNTB Companies Addison TX 750m faalmfle (972) 361-0065 En9ineers Archftects Planners www.hntb.com Archer Western
Contractors. Ltd. 2121 Avenue j" HNTBSuite 103 Arlington. TX 76006 Request for Information Response February 15. 2005 Originator: Andrew Scheennann RFINmnber: R-AW061 Subject: Receptacle
Outlet Boxes Mounting at Rail Request: Please Review Sheet BL-ll. are the receptacle outlet boxes at the T -4 Rails to be mounted on the concrete rail or recessed into the concrete.
flush with the t-4 Rail face. Please provide direction at your earliest convenience. Response/Action Taken: URS Corporation RFI#61: The receptacles shouid be recessed into the concrete
rall. flush mounted. By: 􀀴􀁩􀁾􀁾􀁅􀁾􀀭􀀭-----Date: February 15. 2005 HNTB Corporation Cc. Flle Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation 
lIIftII_....15150 Surveyor Blvd. Telephone (97.2) 361-0064The HNiS CompanIes Addison. TX 75001 Facslmile (972) 361 • 0065 En9ineers Architects Planners www.hntb.com Archer Western Contractors.
Ltd. 2121 Awnue J HNTBSuite 103 Arlington. TX 76006 Request for Information Response February 15. 2005 Originator: Andrew Scheermann RFI Number: R-AW060 Subject: Drainage Conflict at
BnUoughILykos Par:kiDg Lot Request Archer Western has discovered the Bullough/Lykos Parking Lot will not drain into inlet A-4A and will pond in the parking lot. Please provide direction
on how to resolve this drainage conflict. Response/Action Taken: See the attached marked sketch : 1. Remove and replace additional parking lot to the Eastas shown. 2. Grade replacement
parking to drain to proposed inlet. 􀀮􀁾􀁁􀀲􀁾By: Date: February 15.2005 HNTB Corporation Cc: File Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation 
.. ') '" '""" :·c< .... '" "'v45+00 􀁾􀀠Ul .... '" W '"' ._---􀀢􀀭􀀭􀁾􀀮􀀬􀀭􀀭􀀮C\lrb • het CUrl:! rOil Elev lOll Public. 􀁓􀁴􀁑􀁾􀁡􀁡􀁥􀀠of Oallas 􀁐􀁲􀁯􀁾􀁥􀁲􀁴􀁹􀀠603,'05 6<),.'95
-+-------.----(rypl frO 603.6iO 01 lIoy 111)).930 603.875 BUllauQ/l/LykOB 􀁏􀁦􀁦􀀱􀁾􀀦􀀠llullding .... '" 􀁴􀁾􀀠'" A '" tU 􀁾􀀠.e. '" 􀁾􀀠􀁾􀀠OJ: 1> '" 􀁾􀀠 .,'" "co '" 
1IInB .............. 15150 Surveyor Blvd. Telephone (972) 361-0064 The HNTB Companies AddIson. TX 75001 Fllcsimlle (972) 361 -0065 Engineers ArchitectsPlanners www.hntb.com Archer Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response January 28, 2005 Originator: Andrew Scheermann
RFI Number: R-AW056 Subject: Relocation Inlet A-I Request: The plan location of inlet A-I will locate the inlet approximately 2' west ofthe existing drainage flume from the storage buildings.
HNTB requested the inlet be moved in to the existing drainage flume. The relocation of the inlet will take additional pipe and concrete removal and replacement Is this relocation and
additional quantities acceptable? Response/Action Taken: HNTB personal directed Archer Western Contractors, Ltd. layout crew position the Y-inlet in line with the center line of the
existing pavement flume. Since the intent of this inlet was to collect this runoff from this pavement flume. 1. No additional pipe pipe will be required, since the designed 30 degree
bend shown on the contract plans hasn't been install to date. 2. The additional removal of concrete pavement and placement ofparking lot pavement will be paid under the contract bid
items. By: Guy Van Baulen, EIT qP,r'l-. HNTB Corporation 􀁾􀀠Date: January 28, 2005 Cc: File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation 
...... CUCjiiOi If 15150 Surveyor Blvd. Telephone (91Z) 361' 0064 The HNTS Companies Addison. TX 75001 r.cslmll. (91Z) 361' 0065 Engineers: Ardlitects Planners www.hntb.Ctlm Archer Western
Contractors, Ltd. 2121 Avenue "J" HNTBSuite 103 Arlington, TX 76006 Request for Information Response January 25, 2005 Originator: Andrew Scheermann RFINumber: R-AWOSO Subject: Existing
Utility Confticts with Lines A & B Stonn Sewer at Sum:yor Blvd. Request: At Roadway Stati.on 35+00/Line A Station -1 +14' /'See Attached) 1. 12" Water line 2. SBC Phone Line 3. 8" Force
Main -Abandoned -possible casing for Rail Road intercept 4. 3" gray conduit -Unknown At Line A.Station -1 +59: 1. 3" Gas Line (PVC) -top of Gas line 594.03'-Top of A & B 10'x6'RCB 594.89'
2. The sanitary sewer line form the pump station building is in conflict with the pipe and inlet on Lateral 2. Please Direct us how to proceed with these conflicts Response/Action Taken;
At Roadway Station 35+00{ Line A Station -1 +14: 1. Archer Western Contractors, Ltd. is is direct to lower the existing 12" water main as per the contract plans and specification of
this contract 2. SBC has repaired the damage to their cables and provide a conduit protection. Archer Western Contractors. Ltd. should be able to go under the conduit with the box culvert
3. Cut and cap the abandon 8" force main as required. 4. 3" gray conduit is the rail road intercept. protect and go under the existing conduit. Establish the conduit behind the new concrete
curb. At..Line.A Station -1 +59: 1. The 3" gas main is been abandon. 2. Archer Western Contractors. Ltd. is direct to move the inlet the north to clear the service connection and tie
the inlet into the existing 30" storm sewer along Surveyor Blvd. By: Guy Van Baulen, EIT 􀁾􀁲􀀲􀀭Date: January 25, 2005 HNTB Corporation ,,0' J Cc: File SteveChuochmn. Town of Addison
Jerry D. Holder. HNTB Corporation 
Archer Western Contractors January 11, 2005 HNTB 59 J() W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town of Addison Project No. CM 95 (ISO) 60" Water Main Delay Dear
Guy: Archer Western Contractors has received your letter dated January 10,2005 requesting that we delay the installation of the 60" waterline until an "Interconnect" can be installed
by the Town ofAddison and the City of Farmers Branch. This work was originally scheduled to be started November 2004 but already has been severely delayed due to the numerous changes
by Grantham & Associates and DWU. As a result our utilization ofequipment, schedule and other resources has been severely impacted due to these repeated delays. Our revised schedule
shows that we were to begin work on the 60" waterline again beginning January 10, 2005 as was coordinated with HNTB and DWU. However, at your request Archer Western Contractors will
cease all operations pertaining to the 60" waterline until we receive written authorization to begin work. work. At that time Archer Western Contractors will evaluate the impact that
this delay has caused to our production costs and to our schedule. Ifyou require additional information, please contact me at 817-640-3898 or 817-401-7202. Sincerely, I3JA Ben Withered
Project Manager Cc: Don Good A Member of The Walsh Group 2121 Avenue J, Suite 103 An Equal Opportunity Employer Arlington, Te<as 76006 Phone: 817.640.3698 Fax: 817.640.8734 www.walshgroup.com

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􀁾􀁁􀀧􀀧􀀧􀀧􀁄􀀠I I 􀁾􀀮􀁵􀁾􀁥•• '.'A" tHOVLO 􀁾􀀱􀀩􀁉􀀧􀀧􀀧􀀧􀀡􀁍􀀻􀁾􀁯􀁡􀁥􀁭􀁴􀁅􀁄PQi.ICIE6 􀁂􀁅􀁾􀁦􀁕􀀮􀁇􀀺􀁏.'FORj"Nil PPlRIonc", TOWN OF ADDISON OATI THlUM. TtIIi lotUlttO 􀀢􀀧􀁉􀀢􀁬􀁬􀁒􀁉􀁦􀁜􀁾
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NO.e:.: 15280 ADDISON RD 2ND FLOOR SERVER ROOM MINOL CENTER IN SUITE 200z IUtility CO0 V) CUSTOMER CONTACT, REP NAME􀁾􀀠L.SCfU-024;MONTE SHAMBURGER<=> 15280 ADDISON D REP TEL NO.972-503-411
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􀁾􀁉􀀠REP NAMEPLACE FLEX-DUCT 􀁾􀁾􀀮􀀠REP TEL NO.TO SERVER ROOM CUSTOMER TO PROVIDE POLE CONTACTS (+)0 (-)021.75 K.F. 􀁾􀁯􀀠C.O. 10TH SPLICE POWER AND n6 GROUND 􀁾FH, 4 Utility COQLAC,
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41-49 􀁾􀀠-;;: TELEPHONE NO. (2li) 920-0183􀀥􀁾'll&r B, 13-24 21.35 K.F. to C.O. REC, REF. 697-(>45-66MH 9412 1ST FLOOR TELEPHONE ROOM504 c:u,ft. I -INNERDUCT-MULTI MAP REF. 14 CBOTH
LSCIUS TO BE MOUNTED ON A BACKBOARD i SCALE NONE9TH SPLICE ISSUE DATE02111/20flS􀁾􀁌􀁁􀁃INNERDUCT-MULTI. 210 ER I C HOTLI NE􀁾XCN,4􀁾FH, 4 1-800-246-3279 PROJ TITLE 15280 ADDISIlN RD
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outsIde thE' SBC FaMily of' conpCtnles E'xcep-t under wrl"ttel'1 agreeMent. 
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FJELD 6203 N FORWARDED PERMIT N REQUIRED NORTH ARROW OPERATING RANGE OF JOB STEPS LINE TO􀁾􀀠􀁾􀀠􀁾􀁾􀀴􀁔􀀲􀁍􀁔􀀭􀀰􀀷􀀲􀀠: \::rADQI1. 145-149: SPLICE TOA, 49-52 & &A, 153-156 ADOIL 157-1763
MFRC 85M REP NAME __7 􀀱􀁾􀁾􀀺􀁾􀀠􀀴􀀾􀀭􀁾􀁾􀁾􀁾􀁬􀁏􀁟􀁏􀁾􀀽􀀽􀁾􀁉􀀭􀁾􀀭􀀭􀁾􀀱􀁾􀁏􀁾􀀰􀁾􀁾􀀭􀀭􀀷􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀲􀁜􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁈􀁬􀁬􀁵􀁬􀁬􀁌􀀭􀀭􀀭􀀩􀁾􀁾�
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􀀽􀁾􀀮􀀮􀀺􀀮􀀸􀀺􀀮􀀮􀀺􀁔􀀮􀀺􀀺􀀺􀀮􀁈􀀮􀀮􀀮􀀮􀀺􀁓􀀺􀀧􀀺􀁐􀀮􀀺􀁌􀀮􀀺􀁉C::E=-____________􀀭􀀭􀀧􀁜􀁾􀁱􀀲􀂣􀀮􀁴􀁯􀁊􀀮􀁁􀁾􀁬􀁾􀁊􀁩􀁾􀁲􀀭􀀧􀀲􀂰􀁾􀁯􀀱􀁓􀁩􀁾􀀲􀁾􀀰􀀴􀁌􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀧􀀽􀀽􀀽􀀷􀁔􀁾􀁈􀀺􀀺􀁣􀁓􀁐�
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A, 57-60 RZ Q CZ 0 TAPER CODE 111102ADOI!. 205-216 CAUTION HIGH VOLTAGE 0< o KV 0.00 AERlIIL N BURIED N ::;: HIGHWAY PERMIT NO.i5i g utility CO A, .l-4sJFROM CABLE B ON ro , .: 􀀳􀁪􀀽􀁾􀁾􀀩􀀠ADOll.
1B5-18B /\ A, '9-52B. 13-24 NEil CABLE, 􀁾85M/SSC ., 41-48 􀁾􀀠A, 153-156 ADDU. 157-176 L 􀀳􀀳􀁾􀀳􀀶􀀠ACT, 4 ADOn, 191-216 DACT, 12 DACT, 4 EDIJIN LEIJIS /\• READY. -ERIC HOTLINE 1-800-246-3279
3 FOR SBC SW OFC HRS, 8-6 --ProprietQ.ry-Not for Lise or disclosure outside the SBC fQMlly of COMponle,. except under written G.!jIreeMent. /CllOHOPfR COOE SlJPP'L ACIlOH COO[ w.XIR
1lAJERW. 0ESCRI!'1I0II MZf COIlE m:r 00f<E lAX IlS1 1IE1!J>S III All! PI. "'WIT tMlR1 1>\1'£ III All! PI. 1 \PLAC oBQ2MT-024 85M 1030 1250 DBOQ7 314 3S1 sa2e 210 DB007 64 REP NAME REP
TEL NO. POLE CONTACTS (+) 0 H Q Utility CO REP NAME REP TEL NO. POLE CONTACTS (+ ) 0 (-) 0 􀁾􀁏5498987 TOIPRINTS 2 PRINT NO.NO.1 NPA/NNX: 972-(39 PRT:972239 EXCH. ADDISIlN TAX DISI.
08007 CMC TON GEO LOC. THB239 ENGR. JB DRAWN RE TELEPHONE NO. (214) 920-0183 REC. REF.UG-90 MAP REF. 14 D SCALE NllNE ISSLIE DATE02/11/2005 PROJ TITLE [5280 ADDISON RD 5498987 REV, NUMBER
DATE REV. 
HNTB CorpOradOl1 -PIojeel Smllls Report ofAddison, Texas 12/18/04 through 12/24/04 GVB • Traffic Shift @Midway Rd. -Three to Two Lanes Phase I • 10" Sanitary Sewer Installation to Station
12+50 and continuing. • Drilling and Placement of Concrete for Bridge Foundation Bents 6 to 9 • Installation ofStorm Sewer Box Culverts Line A & B • Installation ofLateral for inlet
along Line A & B Storm Sewer • Placement ofthe Bridge Columns Bents 6 to 9 • Excavation ofRoadway and Site at Brickyard • Storm Sewer Box Culvert Line A & B between Station 1 +50 back
to 0+90 • 10" Sanitary Sewer installed Station 10+00 to 12+50 (East ofMidway Rd) • Bridge Foundation (Drill Shafts) Bents 4, 5, 9-1,9-2, 9-3 & 9-6 • Bridge Substructures (Columns) Bents
3, 4, & 5 • Utility Crossing ofStonn Sewer Box Culvert Line A & B, 10" Sanitary Sewer and Lowering ofthe Existing 16" Water Main at Midway Rd. • Continue 10" Sanitary Sewer to the East.
• Bridge Foundation -Bent 9, then remaining Bents • Bridge Substructures -Columns Bent 6 to 8 and Bent 9 Base • Maintain Midway Traffic Lane Shift • Brickyard site work 􀀡􀀧􀁣􀁩􀁾􀀱􀀠Page
l11f1HNTB Corporation􀁾􀀢􀀠< < ?? ;',". " ",. 
IfM11l Corpot.ua. 15'150 SUrveVor Blvd. Telephone (972) 361 • 0064 The HNTB Companies Addison. TX 75001 F'al;Slmlle (972) 361 􀁾􀀠0065 Engineers Architects PJaMers www.hntb.com Mr. Ben
Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue j. Suite 103 Arlington, TX 76006 Re: Shutdown of 60" DWU main Januaty 24, 2005 Dear Ben: On Friday Januaty21",
the Town of Addison held a meeting with Dallas Water Utility. Farmer Branch and the designers to solve the water requirements of the City of Farmers Branch water supply system while
the 60· water main is shutdown. The Town of Addison is requesting Archer Western Contractors, Ltd. to reschedule the work on the 60" DWU main until such by pass is designed and install
on the Dallas Water Utility 60"main. At the present time the lowering of the 6O"watermain will have to be rescheduled for the Month of March to work with Dallas Water Utility schedule.
Please advise us of any actions you will take. 􀁔􀁨􀀢􀀧􀁁􀀮􀀬􀁾􀀠&..L-Guy Van Baulen HNTB Corporation Cc: Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation Michael Ebeling,
HNTB Corporation 
_"-,,,la. 15150 Surveyor all/d. Telephone (91Z) 361 􀁾􀀠0064 The HNTB CompzlOles Addfson. TX 75001 faarmlle (972) 361 􀁾􀀠0065 Engfnee(s Architects Planners www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue MJ" HNTBSuite 103 Arlington, TX 76006 Request for Information Response January 24, 2005 Originator: Andrew Scheermann RFI Number: R-AW055 Subject RCB Closure
Detail Request: The attached RCB Closure Detail will be used on RCB Closures Response/Action Taken: The attached detail is approved with the following revisions: 1. Dowel #4 bars 􀀸􀁾􀀠into
all walls for both boxes. not £l'. Epoxy as noted. 2. There shall be an 8» min. lap splice. 3. If the space between the boxes is greater than 1.0 ft, then along with the doweling, the
casein-place walls shall be constructed as per the 9'xS' Box Culvert TXDOT detail fSCC-9. By: GuyVanBaulen.EIT 􀁾􀀠HNTB Corporation }J V Date: January 24, 2005 Cc: File Steve Chutchian,
Town of Addison Jerry D. Holder, HNTB Corporation 
01/24/2005 10:29 9728642334 
61/24120135 Hl: 􀁾􀀹􀀠9729642334 GRANTHAM PAGE 83/B4 IREQUEST FOR INFORMATION PROJEOTNo. Arapaho Phase In RFI # __􀁾􀀵􀁓􀀬􀀬􀀭􀀭􀀭__ Date: __J",a",-n::;u="l)'"-,1.=;lI,..,2=O,,,05=-_
", ,.JI I , II (t+tru...heCt Oet(UI i':;:, a.ppr-o\!ecl -\1:> 􀁩􀁜􀁏􀁾􀀮􀀮􀀮􀁊􀀻􀁾􀀠v-evis.{ons: \. Dowe.l 􀁾􀁬􀁯􀁣􀀭􀀮􀁾􀀠8" i'nto eoch '00)( I \flat" e'. !2:..PD')(Y 􀁡􀀮􀀮􀁾􀀠f,,\&d-Z.
TreY'e. S\'IA.l\ be OJI 6" MiA. \a..p 􀁾􀁰􀁩􀁩􀀠ce.. CU:J 􀀥􀁌􀁾􀁴􀁄􀁬􀀧􀁜􀀮􀁳/􀁰􀁥􀁥􀁮􀁟􀁾tJlet !"v,e.. f)' "'1/8 1 
HMT8 Cotpoc ,•• 15150 􀁓􀁵􀁲􀁖􀁾􀁙􀁏􀁦􀀠Blvd. T􀁥􀁊􀁥􀁰􀁨􀁯􀀢􀁾􀀠(91'Z) 361 􀁾􀀠0064The HNTS Companies Addison. TX 75001 Facsimile (912) 361-0065 􀁅􀁮􀁑􀁩􀁮􀁥􀁥􀁾􀁩􀁓􀀠Architects Planners
www.hntb.com Archer Western Contractors, Ltd. 2121 Avenue"J" HNTBSuite 103 Arlington. TX 76006 Request for Information Response January 24, 2005 Originator: Andrew Scheermann RFI Number:
R-AW052 Subject: Inlet B-7 Conflict Request: Archer Western Contractors, Ltd. has reviewed the response to our RFI 40 concerning conflicts with lateral B-7. We have concluded that inlet
B-7 is still in conflict with the DWU 60" waterline. based on pothole HNTB pothole information. The attached section A-A illustrates the conflict. please direct us how to proceed with
these conflicts. Response! Action Taken: 1. Move the Inlet 35ft to the South. or offset 38.27' LT 2. Use a 50 degree bend at the same PI point as the bend location on the RFIlt40 response
3. All flow lines to remain the same. J()By: GuyVanBaulen.EIT Date: January 24, 2005 HNTB HNTB Corporation 􀁊􀀺􀁪􀁾􀀠Cc: File Steve Chutch2fi. Town of Addison Jerry D. Holder, HNTB Corporation

81/24/2005 10:29 9728642334 t3RA.'1THAM PAGE 1I21e4 .-". IREQUEST FOR INFORMATION : 1 PROJECT No. ArapahO Phase III RFI jJ __􀀭􀀧􀀱􀁓􀁾􀀲__ Date: January 11, 2005 j,...eAwn the. 'S.IfacbIWI
Pian ritW...a 􀁾􀀠􀁾􀁊􀁗􀀠1....􀀺􀀷􀀢􀀨􀀮􀀮􀀺􀁾􀂷􀁉􀀧􀀺􀀧􀁯􀀧􀀡􀀻􀀻􀀪􀁾􀁱􀁾􀁾􀁦􀀱􀀺􀀧􀁾􀁾􀁾􀀺􀀿􀂷􀀬􀀮􀀬􀀠􀀭􀀺􀁾􀀭􀀭􀀺􀀢􀀬􀀠􀁩􀀻􀁾􀀬􀀠􀀢􀁾􀁾􀁬􀀧􀀼􀀺􀁜􀀠􀀬􀁾􀁾􀁾􀁉􀁾􀁾􀀿􀁾􀀮􀀡􀀰􀀯􀀻􀀠",J
." ',.:,:, , _",' 􀁊􀀮􀁾􀁾􀀮􀁾􀀧􀀽􀀭" ...... .:. 􀁾􀁉􀁜􀀢􀀧􀀢􀀬􀀬􀀭􀀧􀀠,_.... • ." 􀁾􀀮􀁌􀀠.' L",. "1 ..􀁾􀀧􀀷􀁬􀀺􀀬􀀻􀁲􀀮􀀮􀁾􀀠i 􀁥􀀮􀁾􀁾􀀺􀀺􀀱􀁲􀁾􀀧􀀠􀀧􀀻􀀺􀀧􀀼􀀧􀁲􀀼􀁬􀀭􀀻􀀻􀀺􀀺􀀻􀁾􀀠........"1.
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6U'watertine.r&G<d CIt 􀁾􀀮􀁈􀁎􀁔􀁂􀁰􀁯􀁾Inform9tlcn. Tr.e: at:tad'I6d se:ltJniIA iIIJli'.ra18aihf.conltict. 
IIIfI1I Coop ts15150 Surveyor Blvd. Teiephone (972) J61-0064 The HNTB Companies Addison. TX 75001 f • .:sImlIe (97Z) 361' 0065 Englneers ArchitKts PtollMel'S www.hntb.ccm Archer Western
Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response JanWI.!:}' 20,2005 Originator: Andrew Scheennann RFI Number: R-AW051 Subject: Gas Main
Conflict at Midway Rd. Request Archer Western Contractors, Ltd. asking for solution to the conflict with the existing gas main and the existing concrete slab with the bottom of the Line
A box culvert. ResponsefAction Taken: 1. To clear the gas main, Archer Western Contractors, Ltd. is to remove a section of the bottom of the precast box culvert that will fall over the
gas main and incorporate a concrete encasement around the gas main with the bottom of the precast box culvert. See attachments to this response with details and requirements for this
work. 2. In the investigation of the concrete slab, it has been found that the original SBC phone duct was on the West side ofMidway rd. The concrete slab is a protect cover for the
old abandon conduit ductbank. Therefore, Archer Western Contractors. Ltd. may remove the existing concrete slab over the ductbank. but to allowed damage the old abandon conduits below.
By: Guy Van Baulen, EIT JA(2 Date: JanWI.!:}' 20,2005 HNTB Corporation iJV Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation 
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• 􀁾􀁉􀀠􀁉􀁉􀁉􀁾􀀠􀁴􀁈􀁾􀀠Z ! ... ..' <:(.n I ,, I I --.-J" : 􀁾􀀠1: lWJ\ •Q... I' II 
IItfIB Cot poc.uo. 15150 surveyor Blvd. Telephonll (972) 361-0064 The HNTB Complinies Addison. TX 15001 fllcsimile (97Z) 361 -0065 Eru,iineers Architects Planners www.hntb.com Archer
Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. 'IX 76006 Request for Information Response January 20. 2005 Originator: Andrew Scheermann RFlNumber: R-AW035 Subject:
Grade X-Sections at Railroad Crossing Request: Archer Western Contractors, Ltd. asking for clarification of the cross-section as the Arapaho Road crosses the Western spur railroad track
at the area called the "Brickyard". Response/Action Taken: Attached to this response are three contract drawing with the grade elevation shown along the roadway curb line. The infonnation
included on the plans should answer all questions above. Archer Western Contractors, Ltd. will be official issue these three contract drawing with the grade at a later date. By: Guy
Van Baulen. BIT uY-f\.... HNTB Corporation .1]0 Date: January 20, 2005 Cc: Pile Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation 
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􀁾􀁊􀀮􀀮􀀧􀀠LIGHT PCLET • POWER P(li c.['1H SAN. SEWER MN<HOLE -:T SIGN 􀁾􀁉􀀧􀀠T1.. TRAFFIC SIGNAl. t=::;:) VE:GE:tATION ,TREE' 􀁾􀀠" ...... -. 􀁾􀀧􀁶􀀬􀁩􀀭WATER LINE TE!oP(JRARY CONSTRUCTION
EASEt-ENT IPROPOSED PAVING BRIDGE NOTES, 1. ALL OIIENSIONS AND CALL ems ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. REFER TO SITEWCiRK ANO LANDSCAPING PLANS FOR AODITIONAL IEDIAN
TREATIENTS. ,-! --rlF-€ 􀁾z =' ,; -< N 620 .... '" &20 >􀀾􀁾􀀠, 610 􀁾􀀾􀁩􀀠-' "" f'" '" 􀁾􀁾􀀭􀀭􀁷􀀠N IN 􀁾􀀠.... CJ) c> -'" N N N N 􀁾􀀠􀁾􀀠co :.:'" N 600 􀁾􀀠80+00 81+00 --i------..,,
I-...... 82+00 83+00 84+00 sllf 11 Of 12 ,. H1.{lS "EVISUI 􀁏􀁕􀁔􀁔􀀨􀁟􀁾..¥'Qt EUV;;llQHS 3 :..<?-ot #OOEO NOrtS NO. 0411: IItltl$lQN 51 ARAPAHO ROAD -PHASE III SlJIfI£Y()f1 80IJUNNID
TO NJDlSON ROAD PAYING PLAN /JHD PROFILE STA 8(N)() TO STA 85<00 TOWN OF ADDISON. TEXAS I> 􀁾􀀠-' 0. 􀁾􀀠'"L 0 /•􀁾􀀠􀁾􀁵􀀠N/.;::t; -/!It 0, 􀁎􀁾􀀠􀀬􀁾􀀠􀁚􀁾􀀠􀀼􀁾􀀠􀁾􀁎􀀠,/􀁾.. -0 
o 20 40 60 60 SCALE IN FEET 􀁾􀁪􀀠􀁬􀁾􀀠I ' 640 • 􀀶􀀳􀀰􀁾􀀠620 '-􀁾-610 600 pee TC0625.50 I CURVE-4 DATA: b. • 22·H'25.a9·· • R • 2600.00' ' T • 520.09' L • 1026.64' I I , 􀁾􀀠[! I
! I I 1!<ll0 11«l0 7S >00 ----I --􀁾􀀠• I I! i I I I I I I I I I I I I' I I , I , " I I I I mm , I I I I , I I , : , I , I I I00 , I I 􀁾􀁾􀁊􀁬􀀠, , .An I I .'n LE.GE.N[ --EXIST INa
CURB -PROPOSED CURB TP-XXX.xX TOP CF PAVEMENT ElEVATlOO TC'\XXX.XX Tao rE CURB ELEVATION O>XXX.xX GUTTER ELEVATION CR CURB RETURN './FENCE􀀭􀁾􀀠'J FIRE HYDRANT 􀁾􀀠LIGHT PCl.E􀁾􀀠• POWER
PCU-I􀁾􀁩􀀮􀁬􀀠0'" SAN. SEWER MANHOlE .." SIGN 􀀿􀁾􀀠TL TRAFFIC SIGNAl. c:.:.) VEGETATION 0 TR£E -'\/,/-WATER UNE --TE""ooARY CONSTRUCTION (ASEM::NT I IPRa>OSE[) PAVING iBRIDGE 1. ALL
DIJ.£NSIONS ANa CALl OUTS ARE TO BACK rE CURB UNLESS OTHERWISE NOTED. 2. SEE SHEET 03040 Foo RAILROAD CROSSING PANEl DETAilS. 3. REFER TO SITEWOOK AND LANDSCAPING PLANS Foo ADDITIONAL
KOIAN TREATt£NTS. 􀁾􀁒􀁬􀁜􀁁􀁮􀀠-PHASE III :;; TO . ROAD PAVING PlAN AND PROFILE STA 75<10 TO STA 80'00 
00 llNTlJ Corpontlioll -Proj('('{ SI.IfIl,_ R'1)orl 􀀬􀁰􀁩􀀨􀀩􀁪􀁾􀂷􀁡􀀮􀀻􀁛􀀨􀀬􀀻􀀬􀀮􀀻􀀠Arapaho Road -Phase III • Maintain Traffic Shift @Midway Rd. -Three to Two Lanes -Phase I •
10" Sanitary Sewer to complete tie-in and service connection • Continue installation of Storm Sewer Box Culverts Line A & B • Continue installation ofStDrm Sewer Line C and Lateral tD
inlets • Continue installation inlet on Lateral along Line A, B & C StDrm Sewer • Building FotnIWork for Concrete placement for the Bridge Caps 6 & 7. • Building and setting reinfurcement
steel for Bent 6, 7 & 10 Beam Cap. • Excavation ofRoadway and Site at Brickyard IWork Completed • Storm Sewer Box Culvert Line A: Sta 33+0 to 34+48, East ofMidway Rd. • 10" Sanitary
Sewer installed Station 12+ 50 to 14+ 50, East ofMidway Rd • Bridge Substructures Bents 9: Incline legs for both North & Side structures •Work Scheduled to be Performed During Next Week
I ---'---'---'-" • Utility Crossing ofStorm Sewer Box Culvert Line A & B and 10" Sanitary Sewer at Midway Rd. • Bridge Caps -Bent 10 Concrete placement • Bridge Caps -Bents 6 & 7 Concrete
placement • Shift Midway Lane Traffic to Phase II • Brickyard site work Pdt,e 10/1 
Weekly Meeting Agenda Date: Tuesday Jan. 25, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues /j _, -'? 􀁾􀀱􀁜􀁬􀀱􀁦􀀮􀀺􀀬􀀠To 􀁾{,JJ.....1. Keep up
maintenance on orange fence. -􀁾􀁾􀀠I 2. HNTB requests that additional message boards be added to the Midway detour and left up for an undisclosed amount of time after the traffic is
routed onto the detour. AJW will be compensated for the message boards. AJW will write a letter requesting compensation for the message boards. AJW picked up four of the five message
boards on Monday 12-27-04, per HNTB. HNTB requested AJW to set reset the four boards on 1-3-05 for two more weeks. Additional striping was added to the Midway detour on 12-28-04. When
are we to remove the message boards? We are to leave in place until told otherwise. The only message board remaining is the one in the detour. Closed. 􀁾􀁾1M::> 􀁾􀀧􀀨􀁪􀁾􀀠II. Submittals
I. Bar lock samples were given to Daniel Filer. Texas Concrete must sign off on block outs. A RFI needs to be generated for Cliff Hall to sign off on. A RFI has been sent, Cliff Hall
has not signed off on it yet. 11-30-04 The RFI was verbally not approved by URS. AJW requested a product to use. I 1-30. We have received a weld detail for the splice on 12-3. AJW is
reviewing the detaiL Additional details between AJW and HNTB need to be resolved. Cliff Hall will stamp drawing 12-17. Received Revised Plan Sheet -Shop Drawing Being Revised The documents
were received by HNTB on 1-3-05. Approved as noted. I-I I-OS Pricing is pending. 1-18-05. L 􀁾􀁾􀀼􀁦􀁙􀁜􀀠 Pending 1-25. '\1' 2. The MSE wall shop drawings have not been returned to
AJW. 
AlW should have them by Friday per HNTB. Have Not received Shop Drawing received Revised Wall Sheet for Wall #3 12-23 Revised Shop Drawings for Wall #3 will be here 1-5 HNTB is requesting
a running bond pattern. Wall #3 is being reviewed. /Walls 1,2,4,5&6 are approved. v/' All walls have been approved as of 1-25-05. Closed. 3. Open Submittals: Hangers /Deck Panels ,..
PMD -􀁾&.u..It-III. Old Business 1. The roadway grades at the brickyard will not tie into the Railroad tracks. Jennie is looking into this. 10-26. HNTB needs a RFI from AlW. The grades
will be adjusted. 11-2. Andrew and HNTB will review the grades today. 11-2. AlW has requested a revised plan sheet for this area. 11-30. HNTB is in the process of revising plan sheets.
Nothing yet.l2-28. No reply yet 1-04-05. Nothing yet. 1-11-05. I AlW received the revised plan sheet on 1-20-05 and is reviewing. 1-25-05. IV. Change Orders 1. Ben is reviewing pricing
on: A. Irrigation at Comfort Suites ..B. Paint pricing ./C. Tee and valve on 16" water line. -2. 2. Lowering of 12" water line at Surveyor. AlW is awaiting price approval. 1-25 􀁾􀀠\u!.J...
􀁾ry..J) Db 􀁾􀀠AlW request in writing from A TMOS that the gas line at Surveyor is abandoned. V. New Business I. After field verifYing the elevation of the relocated SBC line, there
are several areas 􀁷􀁨􀁥􀁲􀁥􀁾􀀠 the new line will be in direct conflict with the slotted under drain pipe, the retaining wall, and inlets or laterals. 11-23-04. Guy asked that Chris
go with him to the various locations. Work needs to proceed on these items. What is being done about the followingphone line conflicts? # 1. Lat. A-SD # 2. Lat. AS-C 
# 3. 12" slotted drain #4. RW. # 2 HNTB has said that SBC will have labor help at the site during the laying of the CMF to move the line ifnecessary. There are defendant conflicts, why
can't SBC move the line now? Any delays to AlW will be tracked on site by l-INTB. 2. The location of La!. B-7 and the Y inlet need to be verified so this work can be completed. An answer
was received by AIW, but a problem still exists A new plan sheet is forthcoming. • 1\ .. # AIW has received !\ll answer. AlW to review. 􀀱􀁟􀀲􀁾􀀿􀀿􀀱􀁦􀀠􀁾􀁾􀀮􀀺􀁉􀀮􀀮􀀠. V.Misc. 􀁾􀀬􀁊􀁙􀁾􀀠&-'fJaf
􀁾􀀮􀁾r/v> 1''' f 􀁾􀁾􀀠I. A RFI has been sent to HNTB about gas,water,sewer and tetephone. conflicts, with lines A & B, at Surveyor Blvd. HNTB is reviewing.l-II-OS. 2. Has the conflict
with the gas line at Midway been resolved? AIW received answer. Closed 1-25. --"';;> 􀁾􀀧VI. Schedule 1 Review Weekly Schedule 
1/17/2005 ARAPAHO ROAD 􀁾􀀠..•􀁾...􀁾'iI-·L 􀁣􀀭􀁾􀁾􀀠􀁾􀀭􀁾􀀠MActivity Description Prod 24 Dirt and Utilities Excavate/Embank Brickyard Line A & B (SuNeyor) H Line A (East Midway) X
Line A ( Midway) X Box Culvert Line B (Tie-11ll 10" Sanitary Sewer X Line A & C Laterals 12" Water Lowering @SuNeyor Fill and Temp WW. @Midway X Inlets X 60" Water Line Lowering Ct'r.."It,,\)
Pothole 5" SS @Rink Excavate Midway III Shotcrete ----BridgeWork Trenched Ret Wall CIP Retaining Wall Drilled Shafts 􀁾􀀬􀀮􀀩􀀮􀀠\.f;; Caps e, Bent # 10 Cap X Bent # 9 Cap Miscellaneous
Asphalt Midway Asphalt Detour @SUNey a C.MP 􀁾􀀠Switch Midway to Phase II.,. Clean 60" RCP @BY Current Week Next Week Following Week T W T F SiS M T W T F SIS M T W T F SIS 25 26 27
28 29 31 1 2 3 4 5 7 8 9 10 11 12 /' /" X X X V X X X X X V L N T B H A S P R I C I N G /X X X X /X X X X //X /X X //X X ///X /X X //X 1/X X X ///1//X X V V X X X V X X X V L /'L /////X
X X //1////.//X X X X X X //V X X X X X ./X X X X X V /' /' X X /" X P X X /" X X X P P /' X X X P P /" X X X P /" /' /" X X X X X X X P /' X X N H a L D H N T B X /-X 􀁾􀀧􀁩􀀠/III /V
􀁾􀁾􀀠􀁾􀁌􀀮􀁾􀁣􀀱􀀼􀀠X X X /SUBS/NOTES I Existin!! Utility Conflict Need pricing Okayed OlDEN/JOHN LONE STAR TRENCHING Existing Utility Conflict Need pricing Okayed 
January 14, 2005 Letter: HNTB -28 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 PCO #28
-12" Waterline Relocation at Surveyor Dear Guy: Archer Western is submitting the following prices for the Relocation of the 12" waterline. We have included an option to install isolation
gate valves or cap end and tie in later. I􀁾􀀠I Ilitem New Bid Item. No. Unit I Unit Price Total ,Qtv .. I 'J 1 ,Install Isolation Valve EA $ 2,861.532 $ 5723:Qq 1 $ 1,485.02LS $ 1485.02
I􀁾􀀭􀀭􀀫􀁪􀀠Relocate Building Service , 3 . DLB 12" C-909 Pipe. LH 􀁾􀀠􀁊􀀮􀁉􀀢􀀢􀀬􀀮􀁾􀀠fhi.·· 70 LF $ 1620h $ 11,344.96 ..-J 4 I Install 12" Caps. \l • 4 EA $ 782.68 $ 3.130.7l=j.
2, EA $ 1 690.88 I $ 3.381.765 I Tie in 􀁾􀁦􀁴􀁥􀁲􀁔􀁥􀁾􀀮􀀠. Remove and Reelace Concrete 6 SY6 $ 146.23 􀁾􀀠877.40 The prices include 15% OH&P and 2% Insurance & Bonds. We have included
pricing for 2 tie-in options. Option 1 is installing 12" gate valves to isolate the line. (bid Item 1) Option 2 is installing caps on the new and existing pipe, then connecting Ihe pipe
tOQether after testing (bid Item 4 & 5) Please direct which Option we are to USE Andrew Schneemann Ass!. Project Manager ,F ' Enclosure XC: Ben Withered Don Good File 
The HNTB Companies December 21,2004 Date: fleIdOffiee:: 􀀱􀀵􀀱􀀵􀀰􀁾􀁂􀁍􀁉􀀮􀀮􀀠􀁾n: 15001 &. Phme:9J2..361.(1()54 To: Mr. Steve Chutchian Re; AraPaho 􀀮􀁾􀁩􀁬􀁤􀀺􀀺􀀺􀁉􀀾􀁨􀁬􀁉􀀮􀁳􀁥􀀠IIIProje<;t
Town ofAddison 􀀮􀁾􀀡􀁉􀁊􀀺􀁙􀁾􀁙􀀹􀁲􀀮􀀺􀁂􀀮􀁉􀀢􀁉􀁩􀀺􀁴􀁯􀁩􀁜􀁤􀁤􀁩􀀬􀁳􀀹􀀮􀁮􀀮􀀺􀀮􀁾......................... P.O. Box 9010 Proje<)t.No 􀁱􀀴􀀮􀀭􀁾􀀲􀀠16801 WestgroveDrive Addison,
TX 75001 WE ARE FORWARDING TO YOU; I:2l Attached o Under separate cover .._._______......________ o Plans o Shop Drawings [J Copy of Letter o Originals o Specifications o Change Order
o Proposal o Reproducibles §if Estimates o Samples o Reports o Prints o NO. OF SHEET NO. LAST DATED DESCRIPTIONCOPIES Estimate #04 Construction Invoice for the Month of November1 12120/04
. "" .. ................. . . . . ... . .. i·· ........... THESE ARE TRANSMITTED; 􀁾􀀧For approval o Resubmit copies for review o No exceptions taken (NE) o For your use o Submit __copies
for distribution o Make conrections noted (ME) o As requested o Return __corrected corrected prints o Amend and resubmit (AR) 0 __________________o For review and comment o Rejected
-See remarks (RE) PlEASE NOTE: 􀁲􀁬􀁾􀁬􀁩􀁳􀁾􀁲􀁥􀀮􀁴􀁵􀀮􀁲􀁴􀁬􀁾􀀨􀀲􀀩􀀤􀁩􀁾􀀼􀀺􀀼􀁬􀀨􀀺􀀨􀀩􀁰􀁜􀁾􀁳􀀮􀁦􀁯􀁲􀁤􀁩􀁾􀁾􀁬􀁬􀁴􀁩􀁯􀁬􀁬􀀠...................... COPY TO: File 
.••,» 􀁾􀀬􀁲􀀫􀀠Archer Western Contractors December 13, 2004 Letter: HNTB -23 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho
Road Phase III Project No. 04-22 PCO 26 -0 Ring Pipe for Line C PCO 26A -Flow Fill RCP Pipe Dear Guy: Per your request, please review the attached pricing below: PCO 26 -0 -Ring Pipe
= $23,995.97 pCO 26A -Flow Fill Original RCP Pipe = $35,105.54 The quantities cover the storm sewer line 'C' between the Jack and Bores under the RR track. Please let us know as soon
as pOSSible, so that we can continue working in this area. If you require additional information, please contact Andrew at our field office. Enclosure XC: Ben Withered Don Good File
2121 Avenue J, Suite 103 A Member of The Walsh Group Arlington, Texas 76006 An Equal Opportunity Employer Phone: 817.640.3898 Fax: 817.640.8734 www.walshgroup.com 
Summary Archer Western Contractors, LTO. Town of Addison CHANGE PROPOSAL SUMMARY TO: ATTENTION: HNTB􀁾􀀧􀁾􀀹􀀱􀁾􀀮􀁏􀁾􀁷􀁾􀁐􀁉􀁾􀀮􀁮􀀭􀀮􀁾􀁰􀁾􀀬􀁾􀁾􀀭􀁷􀀭􀀮􀁹􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Pla
no. rx 15093 Guy Van Baulen I)ATE: PROJECT: PROJECT NO.: PCO No. 􀁄􀁧􀁥􀁥􀁴􀁮􀁢􀁾􀁲􀀱􀀳􀀮􀀲􀀰􀀰􀀴􀀠Town of Addison 2....9 26.0. DesCription: FLOW Flll Rep AT LINE C BETWEEN JACK AND
BORES UNOER RR TRACK A TOTAL MATERIAL COST $ B TOTAL LABOR COST (Labor & 􀁂􀁵􀁲􀁤􀁾􀁮􀀩􀀠$ c TOTAL EQUIPMENT COST $ SUBTOTAL $0.00 I E SUBCONTRACTOR COST .L._______---"-_ SUBTOTAL $0.00
I F UNIT PRICE COST $ 34,411.20 [ $34,"1.20 I TOTAL DIRECT JOB COST U',411.20 I H BONO & INSURANCE AT 2 % $688.34 iL I i TOTAl CHANGE PROPOSAL COST TIME EXTENSION IN DAYS (FOR THIS Cf.lAtjQE)
! /' /' 􀀬􀁾􀀠/' I $35.105.54 .'􀀯􀀷􀁪􀀱􀁾􀀠)'Z/13ft'1 􀁁􀁲􀁣􀁨􀁾􀁭􀀠􀁾􀀠'-" 􀁄􀁡􀁴􀁾􀀠Page , 
December 13. 2004 Town of Addison ITEM OF WORK: FLOW FILL RCP AT LINE C BETWEEN JACK AND BORES UNDER RR TRACK204059 UNIT PRICE UNIT EST.QTY. UNIT COST UNIT OH&P(15%) UNIT PRICE TOTAL
$ -FLOW FILL RCP PIPE CY 400 $ 74.62 $ 11.22 $ 66.04 $ 34,417.20 $ . ----TOTAL UNIT PRICE COST $ 34,417.20 Work Description: 
... Summruy Archer Western Contractors, LTD. of CHANGE SUMMARY TO, ATTENTION: 􀁾􀁈􀁾􀁎􀁾􀁔􀁂􀁾􀁾􀁾􀁾􀁾___________________ 6&10 W Plano parkway Plano. TX 76093 .Q.!!Y:-'V"'an""'Ba"'u"I."'n'-__________
__ DATE: PROJECT: PROJECT NO.; peONa. Deearnb&r13.2004 Town of Addison 204059 25 OGlleription: 0 RING PIPE FOR UN! 'C" BETWEEN JACK AND BORE'S UNDER TRACK A TOTAL MATERIAL COST $ B C
TOTAL LABOR COST (labor & Burden) TOTAL EQUIPMENT COST $ SUBTOTAL $0.00 1 E SUBCONTRACTOR COST SUBTOTAL $ $0.00 I F G H UNIT PRiCe COST TOTAL DIRECT JOB COST BOND & lNSURANCe AT 2 %
$ 79.207.40 $79,207.41) 1 $7$,207.41)1 $1,584.151 TOTAL CHANGE PROPOSAL COST AS 810 Rep PRICING FOR EQUAL PORTION OF LINE C ,NET ADDITION TO CONTRACT I TIME EXTENSION IN DAYS FOR H A
E $80,791.55 ' $55.195.58 i $23,995.97 ' rz;':!1 Arc m Date I Page 1 
December 13, 2004 Town of Addison ITEM OF WORK: oRING PIPE FOR LINE 'C' BETWEEN JACK AND BORE'S UNDER TRACK 204059 UNIT PRICE EST. QTY. UNIT UNIT COST UNIT OH&P(15%) UNIT PRICE TOTAL
$ 30" a-RING PIPE LF 218 $ 82.12 $ 12.32 $ 20,587.48$ 94.44 24" a-RING PIPE LF 524 $ 66.12 $ 9.92 $ 76.04 $ 39,843.91 21" a-RING PIPE LF 231 $ 61.16 $ 9.17 $ 70.33 $ 16,247.15 RELOAD
AND RESTOCK RCP LS 1 $ 2,199.00 $ 2,528.85$ 329.85 $ 2,528.85 -$ $ TOTAL UNIT PRICE COST $ 79,207.40 Work Description: 
151.5(;Sur.'eyt.1f" mu) ;lddI-l'OiI, T.Y '75/ifJJI : I􀁾i i =J ARCHITECTS ENGINEERS PLANNERS December 8, 2004 Archet Western Contractors, Ltd. 2121 Avenue "]" Suite 103 Arlington, 'IX
76006 Attention: Mr. Ben Withered Re: Video Record ofthe Project Dear, Mr. Withered This letter is confirm the above reference issue thatWlLS discussed on December 7,2004, progress meeting.
The Town of Addison has contracted Channel 3 Productions to document the progress ofthe Arapaho Road -Phase III Project. Channel 3 Production will visit the site on a weekly basis and
on special events to document the project progress. The Town ofAddison is expecting the full coopetation from Archer Western Contractors, Ltd. to document this construction project.
Thank you. Re71 dDL-Guy 􀁖􀁾􀀭􀀭􀀻􀁚􀁥􀁮􀀬􀀠E.I.T. HNTB 􀁣􀁺􀀻􀀬􀀺􀁾􀁴􀁩􀁯􀁮􀀠Attachments: cc: Project File Steve Chutchian, Town ofAddison Jenny Nice-wander, Town ofAddison Michael
Ebeling, HNTB Corporation Jerry D. Holder, HNTB Corporation TJ1C HNTB Companr.:s 􀁯􀁲􀁲􀁬􀀨􀀢􀂣􀁾􀀺􀀠􀀠,\Lf.;':.\';>1)R!.\' .'.l,. A.VX,\P01,..IS..MD. ATt.A},'T \.. (1,.>,.,: .4.\;STr.-;,
rx.. !lATO),' 􀁡􀁏􀁬􀀧􀁇􀁦􀁾􀀠I.,\: OOSTO:-:. ),L\: C!tARLI;STOW. CS; 􀁃􀀧􀁈􀁁􀁁􀁌􀁾􀁏􀀻􀀭􀀧􀀻􀀢􀀠;'1i;"': cmc,\Qo. rt.; <'Lr;\'EI...\..\:D, OH: 􀁌􀀢􀁏􀁌􀀮􀁴􀀢􀁾􀁭􀁬􀀧􀀤􀀮􀀠OR, DAJ.LMi.
T'\. Of.,-,Gt 􀁾􀀧􀁮􀁟􀀠Of>1'l<0Tf. \Jr, EL"!},"". W,\ .. P,\tRFIELD. }lJ: FT. WCRTIl, TX. a.>,R1To;m. ,-:7; HOUSTON. rx,';"'OIi\."; . .>"POl,ISi, IX. 􀁲􀁒􀁜􀀱􀁾􀁅􀀮􀀠CA; KANSAS CiT....

December 21, 2004 Letter: HNTB -25 HNTB 5910 W Plano Parkway Suite 200 Plano. Texas 75093 Attn: Me Guy Van-Baulen RE: Town of Addison' Arapaho Road Phase III Project No, 04-22 60" DWU
Waterline Dear Guy: Archer Westem is coordinating with Dallas Water Utilities on the 60" Water1ine lowering and we had scheduled a test shutdown of the 60" Water1ine to verify the operation
condition of the existing valves at Marsh lane and Bellwood Pump Station. We are coordinating with David Robertson, Operation Manager for DWU, on the shutdown; when David discovered
that the shutting the valve at Marsh lane would shut off water service to the city of Farmers Branch. David stated that Farmers Branch does not have adequate water back up or storage
to maintain the city for the Waterline lowering operation. Please advise on how we can resolve this conflict • ease contact Andrew at our field office. Andre ann Ass!, Project Manager
Enclosure XC: Ben Withered Don Good File ., " 
/5 j if) '\Hrveyor Bhd 􀀮􀂷􀁾􀁤􀁴􀀱􀁦􀁳􀁯􀁮􀀮􀀠V: 7jf}()JARCHITECTS ENGINEERS PLANNERS 9":J-36J-()fJ6./F. 􀀺􀁘􀀺􀁲􀂷􀀲􀂷􀀳􀀶􀀱􀁾􀀱􀀩􀀱􀀩􀀶􀀵􀀠lfWW,hntn.cntfJ l)ecember 17, 2004 Archer
Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Testing ofPrecast Beams l)ear Mr. Withered We are in receipt ofletter dated l)ecember
10, 2004, in which you are disagreeing with the verbal discussions that Archer Western Contractors, Ltd. is responsible for the testing ofthe Precast Ubeam. Archer Western Contractors,
Ltd. has referenced the Pre-bid meeting minutes questions and answers that were issued in addendum No.3 and 5. Addendum No.3, question 18 and the following Addendum No.5, question 39
both stated that the Town ofAddison will provide and pay for the all field tests and the contractor will be responsible for his design mix, aggregate, etc. These questions and answers
all pertain to the section 'Special Provisions', Item 42 on page sp-13, which is discussing the concrete mix designs and samples for Arapaho Rd -Phase III Project. In the Construction
Specifications and Contract l)ocuments in section 'Bridge Construction', which the above reference issue falls under, the section BC.2, part (2) Testing, clearly states that "the Contractor
shall supply the results ofthe required testing, obtained from an independent laboratory at the Contractor's expense, to the Engineer for approval". Not at anytime has an Addendum or
meeting issue a change or deletion to this section. In conclusion, Archer Western Contractors, Ltd. is required to provide the required testing and results for approval for all construction
ofthe bridge section ofthe Arapaho Road -Phase III Project. Please let me know ifyou have any questions regarding this matter. Thank you. '?i/o􀁾􀁵􀁹􀁶􀁡􀁸􀀻􀀬􀁾􀁥􀁮􀀬􀀠E.I.T. HNTB Corporation
The H.J...'TB Componltu 􀁏􀁦􀁦􀁲􀁬􀁔􀀻􀁾􀁌􀀠/,J./iXANORIA. VA. """':!-.',\f>OUl>, \tP; ATL,\/\j.\.. ClA; ,\\I.:t:TlK TX. IMTON ROl:OE. LA.. nOllTOl'<. ;o.t,.\; C!:INU,E4TOS, 􀁃􀁾􀀺􀀺􀀠CHAIU.ESro;..:,
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} 51 50SUf"'e}'Or /Jlv(i Addison, TX 75t}f)jARCHITECTS ENGINEERS PLANNERS 􀀹􀀭􀀱􀁾􀀻􀁲􀀻􀁊􀁾􀁬􀀩􀁦􀁊􀁯􀀮􀀺􀀠E-LY 9":]-31;]􀁾􀀯􀀻􀁴􀁊􀀶􀀮􀀢􀀠􀁷􀁬􀁾􀀧􀀩􀀡􀀧􀀮􀁨􀁮􀁲􀁻􀁜􀀻􀀻􀁶􀁭􀀠Attachments:
cc: Project rue Steve Chutchian, Town ofAddison Jenny Nicewander, Town of Addison Jerry D. Holder, HNTB Cotporation Michael Ebeling, HNTB Cotpotation The HNTB Compat'tJes OFFIC11:S:
:\lEXA-,,\'DRIA, v.\;. ",'\'};,\POLIS. MD: ATLA},"T,\, GA. AUSTIN. TX. 9ATOX ROnOR L,\; BOSTO;-I, MA:, C'H..>JtL£STON. cs: CH.>,RlESTOR V.'l: CHlC,\GQ. It.; Ct.'E\':H ..A..-':D. OH:
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NV: QAKLNAD, CA; ORLAl-."OO. FL: 􀁏􀀢􀀧􀁬􀁾􀁒􀁌􀀢􀀧􀁘􀁄􀀠P,\RJ.:.. KS: PL YMOt"TH ;\.(£€TI'NG, PA:. PORTtA.."<l'), ME; PORTLAND, OR.; RALEIGH. }(C; ST. LOms. Me; SALT LAKE CITY. UT;
S.'\.\l t...VT0lI.10. rx: SA..l-i 􀁉􀁊􀁒􀁒􀁎􀀢􀁁􀁒􀁄􀀱􀁾􀀠CA:!V>..'l' F1I:A.'ISIt:O. C.\: SAN 􀁊􀁯􀀺􀁱􀀺􀀧􀁾􀀠CA SEATTLE'. WA; TAM;>i\. fl., T<?I.EOO. OH; WASHINGTON, D.C. 
'5l50 Surveyor Shy/. :dUrSQ1l. 'fX ":'5f}O{ARCHITECTS ENGINEERS PLANNERS 9":,!-J6J.()(J6+ FAx'r;-,;61-0fJ65 ll'ww.hmn.com December 17, 2004 Archer Western Contractors, Ltd. 2121 Avenue
"J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Testing ofPrecast Beams Dear Mr. Withered We are in receipt of letter dated December 10, 2004, in which you are disagreeing
with the verbal discussions that Archer Western Contractors, Ltd. is responsible ror the testing ofthe Precast Ubeam. Archer Western Contractors, Ltd. has referenced the Pre-bid meeting
minutes questions and answers that were issued in addendum No.3 and 5. Addendum No.3, question 18 and the rollowing Addendum No.5, question 39 both stated that the Town of Addison will
provide and pay for the all field tests and the contractor will be responsible for his design mix, aggregate, etc. These questions and answers all pertain to the section 'Special Provisions',
Item 42 on page sp-13, which is discussing the concrete mix designs and samples for Arapaho Rd -Phase III Project. In the Construction Specifications and Contract Documents in section
'Bridge Construction', which the above reference issue falls under, the section BC.Z, part (2) Testing, clearly states that "the Contractor shall supply the results ofthe required testing,
obtained from an independent laboratory at the Contractor's expense, to the Engineer for approval". Not at anytime has an Addendum or meeting issue a change or deletion to this section.
In conclusion, Archer Western Contractors, Ltd. is required to provide the required testing and results for approval for all construction ofthe bridge section of the Arapaho Road -Phase
III Project. Please let me know ifyou have any questions regarding this matter. Thank you. 􀀷􀁌􀁪􀀶􀁾􀁾􀁕􀁹􀀠􀁶􀁾􀁥􀁮􀀬RI.T. HNTB Corporation The H,VTB CompanIes 􀁯􀁭􀀬􀁅􀀮􀀮􀁾􀀬􀀠.\I:.rs.....sDR{,\.
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D.C. 
15150Sw;'eyor Bh'J Addison. r.r ?5f)f)jARCHITECTS ENGINEERS PLANNERS 9-2-36]·f)(J6.; FAX 9"2-Jf;J-f)f)/i5 )fwll'.hnrb.com Attachments: cc: Project File Steve Chutchian, Town ofAddison
Jenny Nicewander, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation rhcHXTlJ Companies OFf!('ZS' AU:XA}.1)!l.T.,\. n,: A..,<,,:,pous. :>10; ATLV"':\.
Uft,; .,"-'t:5TrN. rx. BATn;.;' 􀁒􀁏􀁏􀁏􀁦􀁾􀀠l.A: 60$10:-<. 􀁾􀁦􀁫􀀠CHA.R11!5TO>l. CS. 􀁃􀁈􀀮􀁜􀁒􀁬􀀮􀁅􀁓􀁔􀁏􀁾􀀮􀀠WV: CH'lC,\OO. 11.. CLEVELA.'<D. OH; COlL'f,ml,j'S Oil; 􀁄􀁁􀀮􀁵􀀮􀁁􀀮􀁾􀀠TX:
DE:o.",,-rn.. co: DtrRon• .\11: ELf.:p'\:S. 'Xv, F.\llU"IELl), 'S1: FT. WORTH. TX; HARTFORD. CT. HQL'STON. TX; t}.-ot\......,·\POLlS. 1>1, 􀁲􀁮􀀮􀁜􀀧􀀡􀁾􀁾􀀠CA. KA.":SA5Cln". ).'10;
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NY: OAKLN,\O, 0", ORL,\i\'OO. Fl.; OVERLA.">IO PARK KS; PL\'MOl'TH MEETING. 􀁰􀁾􀀠􀁐􀁏􀁒􀁔􀁴􀁁􀁁􀁾􀀮􀀠\'ora. PORTLAND. ott RALEIGH. Nc: ST. 1.0[,,15. :<-to: SALT LAK1i CITY, !"''''T:
SAN A.'."nf..10. TX; SA"" BF:R:NAROI'SO. ,A; Sk-. FRA."SI:(,O. en.: SAN 􀁊􀁏􀁾􀁾Ck SEATTLE. \IIA: T .\,MP;\' 􀁾iOI.EOO, OH; WASlflNOiON, 1).C. 
ThfJ HNTB Comf)Q,,;es December 10, 2004 Date: To: ML Steve Chutchian Re: 􀁾􀀨􀀩􀁾􀁾􀀺􀀺􀀺􀁝􀀾􀁨􀁡􀁳􀁥III Proje<;t Town of Addison 􀁾􀁬􀁬􀁲􀀮􀁙􀀮􀁬􀁬􀁹􀀼􀀿􀁲􀀮􀁾􀁉􀀮􀁜􀀧􀁾􀀺􀁴􀀨􀀩􀁾􀁤􀁪􀁳􀀨􀀩􀁉􀁬􀁉􀁴�
�􀀩􀀸􀀮􀀨􀀡􀀮􀀠.................................. P.O. Box 9010 􀁊􀀾􀁲􀁯􀁪􀁥􀁣􀁴􀁾􀀰􀀮􀀰􀀴􀀭􀀲􀀲􀀠.............. ' ................H .. 16801 WestgroveDrive Addison, TX 75001 WE ARE
FORWARDING TO YOU: 1:81 Attached D Under separate covervia: _______________ 􀁾Plans D Shop Drawings D Copy of Letter D Originals . D Specifications D Change Order D Proposal D Reproducibles
D Estimates D Samples D Reports D Prints D RFI#24-Request status from the Town of Addison NO. OF COPIES 2 3 SHEET NO. ................ ............ LAST DATED 12110/04 12110104 HH ••
H •••••••••••••••••••••••• {+.. ... DESCRIPTION Temporary Single Lane Closures along Midway Road Midway Road Detour -(Three traffic lanes to Two Lanes) ••••H.H.H.H.................................
. THESE ARE TRANSMITTED: 1!JIjFor approval D Resubmit __ copies for review D No exceptions taken (NE) '6 For your use D Submit __ copies for distribution D Make corrections noted (ME)
D As requested D Return corrected prints D Amend and resubmit (AR) D _________D For review and comment D Rejected -See remarks (RE) PLEASE NOTE: ......................................
COPY TO: File Michael Ebeling, HNTB Corporation File 
15 I 50 giir\'eyor iJ!t't! ,·Jr)ril.wm. To\' "':5fJf)/ARCHITECTS ENGINEERS PLANNERS 􀁾􀀻􀀭􀀱􀂷􀀮􀀻􀀶􀀱􀀭􀁦􀀩􀁦􀀩􀀶􀀮􀁊􀀠F.IX ')":.J-J6.'-DOC5 Irww.hilf.',cmn December 18, 2004 Archer
Western Contractors, Ltd. 2121 Avenue'T' Suite 103 Arlington, 'IX 76006 Attention: Mr. Ben Withered Re: Addendum to Traffic Control Plan Dear Mr. Withered This letter is to concur with
Archer Western Contractors, Ltd. alternate plan which was proposed last night during preparation for the installation of the Phase 1 traffic control plan for the Southbound traffic.
As discussed, the plan is to have the South-bound traffic utilize a long transition into the lane shift to the left by starting the traffic in the right and center lane as they enter
the detour around the construction zone. Archer Western Contractors, Ltd. will also install a Left Lane closure with transition taper starting 80ft from the North end ofthe proposed
28" retroreflectorized tubular markers. This will allow the South-bound vehicle traffic to be in the right and center lanes prior to reaching detour around the construction zone. Although
this Alternate plan is acceptable, this doesn't relieve Archer Western Contractors, Ltd. from the requirement in the General Traffic Control Notes found on the Contract Drawing, sheet
TC-l, page 27. 􀁒􀁥􀁧􀁡􀁲􀁤􀁳􀀬􀀬􀀧􀁾􀀠􀁊􀀶􀁾􀀠Guy Van Ba en, E.I.T. HNTB Corporation Attachments: cc: Project File Steve Chutchian, Town ofAddison Jenny Nicewander, Town ofAddison Jerry
D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation The H,Vrfl Cnmp(/n:(.!" orFJ(.'ES: ALF.X \i'J.)RIi\ \',\: A:-::-:,\l'01.1S, \ro. ATI,.,\;"'T,'\. <lA, 􀁁􀁖􀀡􀁬􀁮􀁾􀀮􀀠n.
t;ATO}: ROFC:E.. !.A. 􀁐􀀻􀀸􀁓􀀱􀀰􀁾􀀮􀀠:'<1..\, 􀀨􀀱􀀱􀀨􀀢􀁉􀁻􀁌􀁅􀁓􀁔􀀨􀀩􀁾􀀧􀀮􀀠("S. CK\RLESTO!\', \\-V: C'HJt'M:;(J. 1<... rL1EYlil..JL'''D. OK COt.1i:mll.:S, Oft 􀁄􀁾􀁌􀁁􀀢􀀬􀀠TX.
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SA"... 􀁦􀁬􀁅􀀬􀁥􀀻􀀻􀀬􀁜􀁒􀁏􀁉􀀺􀀭􀀼􀁾􀀠C,\; SA.'< 􀁦􀁒􀁁􀀢􀀮􀁾􀁴􀁃􀁏􀀮􀀠<.'A. SA.'IIJOSE, CA, SVA"t'TLc. w,\:. ',,-,\!Pi\.. 1'1; TOI.I':OO, Olt; W,\SH/:\OTO:<I. D.C, 
15151) StII"l'.:!J'O/' 􀀯􀁊􀀢􀁹􀁾􀀧􀀠,·;'::'c/!.l'on. T.\, :5f){}lARCHITECTS ENGINEERS PLANNERS 'T2-31;;-1)06-1 F.l.1" 􀀻􀁲􀀲􀂷􀀳􀁦􀁪􀁬􀁾􀁉􀁪􀁦􀀩􀀨􀀬􀀵􀀠www}mli"colII December 18, 2004
Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Addendum to Traffic Control Plan Dear Mr. Withered This letter is to concur
with Archer Western Contractors, Ltd. alternate plan which was proposed last night during preparation for the installation ofthe Phase 1 traffic control plan for the Southbound traffic.
As discussed, the plan is to have the South-bound traffic utilize a long transition into the lane shift to the left by starting the traffic in the right and center lane as they enter
the detour around the construction zone. Archer Western Contractors, Ltd. will also install a Left Lane closure with transition taper starting SOft from the North end ofthe proposed
28" retroreflectorized tubular markers. This will allow the South-bound vehicle traffic to be in the right and center lanes prior to reaching detour around the construction zone. Although
this Alternate plan is acceptable, this doesn't relieve Archer Western Contractors, Ltd. from the requirement in the General Traffic Control Notes found on the Contract Drawing, sheet
TC-l, page 27. Guy Van Ba en, E.I.T. HNTB Corporation Attachments: cc: Project File Steve Chutchian, Town ofAddison Jenny Nicewander, Town ofAddison Jerry D. Holder, HNTB Corporation
Michael Ebeling, HNTB Corporation TheH.\'TB Compttn:.:s OFFI(.t;!i: ALF.X,\;'UR!A \",\; .....􀀺􀀭􀀺􀀻􀀮􀀮􀁬􀁊􀀾􀀰􀁌􀁉􀁾􀀮􀀠;>.[0: ,\TI.,AYr.\. (1,\ .\.t,SflX. i:{. !},-\TO}; RQrGE. L.\;
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CASA.>,IFR:...􀁾􀀺􀀻􀁒􀀭􀀢􀁏􀀮􀀠(':\; SAN JOSE, teA $FN\iTLr:.. WlI.: TA....IP:\..Fl.: tOLEDO. OH: W:\SHI),'GTON. D.C. 
50 YEARS OF FUNI November 1, 2004 Perry Dunlap Anachem Inc. 8 Prestige Circle Allen TX 75002 Re: Arapaho Phase 3 -Creosol Testing Mr. Dunlap, I received your voice mail this morning
regarding the above referenced project. This letter is to inform you that the testing requested by HNTB will be paid for by the Town of Addison on an emergency basis. I have received
a preliminary estimate from HNTB for the amount of $3,122, please let me know if this amount will change based on the field work you have already performed. If you have any questions
regarding this matter, please do not hesitate to contact me at 972-450-2860. Thank you for your help in this matter. enny Nicewander, P.E. Project Manager Cc:file 
Letter ofAuthorization This letter is being submitted to reflect and document that the Generator listed below has granted full and complete authorization, for Brian Sims, Guy Van Baulen,
Daniel Filer (individuals name(s) or all) employee(s) of HNTB company to sign all waste documents on (agent) behalf ofGenerator. This document hereby authorizes 􀀭􀀭􀀬􀁈􀁎􀁾􀀢􀀬􀁔􀀢􀀢􀁂􀀼􀀮􀀮􀀮􀀮􀀬􀀮
􀁟􀀠company to function in (agent) the capacity of "generator" (as that term is defined in state and federal rules and regulations) with regard to legally proper waste classification,
representation, shipment and disposal and to otherwise act as Generator's agent to characterize, ship, dispose and otherwise represent all waste streams in accordance with all local,
state and federal rules and regulations. Such authorization includes but is not limited to execution of the following types of waste-related documents: • Waste Characterization Data
(WCD) Forms/Waste Profiles • Waste Manifests -Uniform Hazardous Waste Manifests and Non-Non-Hazardous Manifests • Process Knowledge Forms or Letters • Waste Profile Amendment Request
Forms • WCDlProfile Recertification FOTInS • Land Ban FOTIns • One Time Waste Shipment Forms/Authorizations HNTB company is required to provide Generator with copies ofall (agent) documents
executed in accordance with this authorization. This authorization will expire on Decemberl fo:or when written notice is (Expiration' date) provided by the generator to Waste Management
revoking this authorization. Respectfully, Jenny Nicewander Generator'S Printed Name Project Manager _______ Title Company Name 
lor S December 2 2004 􀁾 Waste Management Process Knowledge Form Waste Code' ___________ For all waste classes please indicate, based on process knowledge, thai analysis for the following
chemical Name of Waste Weathered Cross Ties constituents is NOT REQUIRED: ( X) TCLP Metals tAiiiim"ony, Arsenic. Barium;$"eryli,ium. Cadmium. Chromium, lead, Mercury. I·ji<:i,ei, Selenium,
Silver) ( X) TCLP Volatiles (Benzene, Carbon Tetrachloride, Chlorobenzene, Chlorofonm, 1,2-Dicholorethane, 1,1-Dichloroethylene, Methyl Ethyl Ketone, Tetrachloroethylene, Trichloroethylene,
Vinyl Chloride) ( ) TCLP Semi-Volatiles (o-Cresol, m-Cresol, p-Cresol, Cresol (total), Pentachlorophenol, 2,4,5-Trichlorophenol, 2,4,6-Tricholorophenol, 1-4, Dichlorobenzene, 2,4-0initrotoluene,
Hexachlorobenzene, Hexachlorobutadiene, 􀁈􀁥􀁸􀁡􀁣􀁨􀁬􀁯􀁲􀁯􀁥􀁴􀁨􀁾􀁮􀁥􀀮􀀠Nitrobenzene, Pyridine) ( X) TCLP Pesticldesl Herbicides (Chlorodane, Endrin, Heptachlor. Heptachlor epoxide,
Lindane, Methoxychlor, Toxaphane, 2,4-D, 2,4,5-TP (Silvex) (X) R, C, I (Reactivity, Corrosivity, Ignitability Characteristics)( X) Polychlorinated Biphenyls (TSCA regulated and as otherwise defined by federal, state, andlor local regurations) ( X) Radioactive Materials (as defined by federal, state, andlor
local regulations) Additionally, for CLASS 2 INDUSTRIAL WASTES, please indicate based on process knowledge that analySiS for the following constituents is NOT REQUIRED: ( ) TAC 335 Subchapter
R, Appendix 1, Table 1, Constituents Not Listed Above Or Analyzed For ( X) Class I Ignitable ( X I Class I Corrosive () If waste is a petroleum substance or contains contamination from
petroleum substances (as defined in TAC 335.1), total petroleum Hydrocarbon (TPH) concentration is less than or equal to 1500 parts per million (ppm) PLEASE DESCRIBE IN DETAIL PROCESS
GENERATING WASTE/PROCESS KNOWLEDGE USED TO ELIMINATE PARAMETERSICONSTITUENTS NOT TESTED FOR: Antimony, beryllium. and nickel were never used in this process. The waste is degredation
products associated with creosote (parent material). I certify that the above mentioned information contains true and accurate information regarding known or suspected hazards has been
􀁤􀁩􀁩􀁾􀁏􀁳􀁦􀁤􀁊􀁴􀁦􀁶􀀠not a "Hazardous Waste" as defined by USEPA regulations a Jenny Nicewander Print Name Project Manager nle 
WASTE CHARACTERIZATION DATA (WCD) FORM Waste Management Approval Code: _________ Important: This form is to be eompleted by a representative ofthe generator. Please read the instruction
page prior to the eompietion of this form. This fonn must be typewritten or legibly handwritten in ink, signed and dated. Sales erson: Debra Whitehead Tel hone: Fax: 1. Generator Information
Generator's Name: Town ofAddison EPAID#: NA Point of Origin/Address: West ofAddison/Arapaho intersection State Registration Number: NA City: Addison State: TX Zip: Generator's Representative:
Jenny Nicewander Title: Project Manager TCEQ Waste Code Number: NA County: Dallas SIC Code: NA Customer's Name: HNTB Corporation Telephone: 972-450-2860 Customer's Mailing Address: 5910
West Plano Pkwy, Suite 200 Fax: 972-450-7096 EmergencylInfbrmation Contact: City: Plano State: TX Zip: 75093 Jenny Nicewander Representative: Brian Sims Title: Proiect Manager Telephone:
(972) 628-3111 Telephone: 972-450-2860 Fax: (972) 661-5614 2. Transporter Information Transporter's Name: Transporter lD: Mailing Address: Telephone: City: State: Zip: Fax: 3. Waste
Stream Information WastefWaste Stream Name: Degraded creosote products from weathered CroSS ties and scrap metal Process Knowledge [Describe materials and process( es) generating the
waste: During excavation activities associated with road construction. buried railroad cross ties and associated scrap metal was discovered. The facility was a former railroad switch
yard. Apparently after abandoning some tracks the material was buried in excavated pits. Is this waste a characteristically hazardous waste as per 40 CFR 261.21-24? 0 Is this waste an
F, K, P, or U listed hazardous waste as per 40 CFR 261.30-33? 0 Is this a waste regulated by the Railroad Commission? DYes I:8:lNo Estimate Quantity: _300 0 Tons 􀁾Cubic Yards 0 Drums
Yes 􀁾No Yes 􀁾No 0 Gallons 0 Other Frequency: 􀁾One Time 0 Monthly [J Quarterly 0 Semi-Annual 0 Annual 0 Other: ... ------4. Ph sical Characteristics Physical State at:72 F: Combination
of Solidi Liquid 0 Semi·solid Powder AppearancelTexture: I:8:lGranularlLump OPowderlFine OFree Flowing Liquid OOther Color(s): _Dark brown Strong -􀁄􀁾􀀭􀁥􀀭􀁳􀁣􀀭􀁲􀀢􀀧􀁩􀁢􀁥􀀭􀀺--'I:8:l;=;;-:-M=nC:
Odor: 0 d"O"'-::N-=-o-n-e-COITosivity (PH): 0 02.1 -7.0 07.1 -12.4 02:12.5 0 Actual __ I:8:l NlD Bulk Density: 0 lbs.lgal. 0 IbsJyd' 0 Other __ I:8:l NlD Ignitability (Flasbpoint, __oF):
0 􀁾􀀷􀀲􀀠0 73 -1400 141 -200 0 2:201 0 Actual I:8:l NlD Revised 7/09/2003 1 of4 
WASTE CHARACTERIZATION DATA (WCD) FORM 5. Chemical Composition Based upon generator's kliowledge of the process and expected contammants, please provIde a breilkdown of the waste stream
requestmg disposal. Account for 100 % of the waste Components/Expected Contaminants Ran2e(%) Soil metals and PAR contaminants (see lab report) 80% Weathered cross ties 15% Scrap metal
5% 6. Additional Waste Components Indicate ifthe waste contains any ofthe following. If any are marked, please include in the overall composition in Section 5. o Used Oils Free Liquids
0 Radioactive Materials 0 Etiological Agents 0 OSHA Substances o Virgin Oils PCB's not regulated by TSCA 40 CFR 7610 Organic Solvents [8l None of the Above 1. Reactivity Indicate if
the waste exhibits any ofthe following properties: o Water Reactive 0 Acid Reactive 0 Alkaline Reactive 0 Pyrophoric o Thermally Sensitive o Explosive 0 Autopolyrnerizable 0 ShocklVibration
Sensitive [8l None ofthe Above 8. Supplemental Documents o LetterlMemo [8l Analytical Data [8l Chain ofCustody Notice of Registration o Process Diagrams o Material Safety Data Sheets
o None Other: __________ 9. Generator Certifications I certifY that the analytical data identified below is representative and attached as SUppOlt to the information certified on this
application form, Lab Name(s): Anachem Laboratories Report Date(s): November 2, November 8, November 15. November 23. 2004 Sample 1.D.(s): Comp 1. Comp 2, West Pit, East Pit E-!. E-2.
W-!. W-2, W-3 By siguing this form I certify that: 1. I am the legal generator ofthe waste described on this application. 2. The waste described is not a regulated Hazardous Waste as
defined by the USEPA, State, or local Regulations. 3. All applicable underlying hazardous constituents (URCs) and land disposal restriction (LDRs) regulatory issues have been evaluated
for this waste stream and it has been determined that URCs and LDRs are either not applicable or have been me!. 4. This rorm and its attachments contain true and accurate information
regarding this waste stream, 5. Any laboratory data used to support the information presented herein has been obtained from the analysis ofa representative sample collected and preserved
in a manner consistent with accepted technical standards. Telephone:_ 972-450-2860___ Print Name: Company: _Town ofAddison,________ Title: _Project Mlmager'_________􀁓􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀁴􀀺􀁾􀀢􀀷􀁟􀁊􀁾􀀧
􀁉􀂢􀀺􀀮􀁾􀀻􀀴􀀮􀀼􀀨􀀮􀀱􀀬􀁃􀁪􀁾􀀭􀀮􀀺􀀻􀀺􀀺􀀮􀁌􀀭􀀭􀀭􀀭􀀭􀀭Revised 7/09(2003 20f4 
;-.. ,' ! ,,,--,,TOWN OF ADDISON PUBLIC WORKS Company: !utf,U MA-... 'IIl"5M!!eJ.T FA-X #: 2.'SL -2ZZ:ti"tb 􀁄􀁡􀁴􀁾􀀺􀀠12-11-104 No.•)f pages (including 􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀀭􀀭􀀢􀁢􀀼􀀭􀀭􀁾􀁟􀀠Phone:
􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀀭􀁚􀁂􀁾􀀠 Fax: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 
HP LaserJet 3200se inventHP LASERJET 3200 OEC-6-2004 9:53AM Fax Call Report Job Date Time Type Identification Duration Pages Result 967 121 612004 9:52:05AM Send 912819221170 1:34 5
OK TOV'NQF ADDISON FAX fI: 2.$, .'21tf'10 Dah: yz.\1Ip4 No. ,r 􀁾􀁧􀁦􀁓(illdtldbg wu}:_?",,-_ PUBLIC WORKS Phont: 􀀡􀁮􀁬􀁉􀀴􀀵􀁑􀀮􀀮􀁴􀁂􀁾􀀠Fax: mJ450-1837 16801 WstgrOl'e P.O. Bo.9010
Addi•••,TX 75001-9010 
Landfill forms requiring your review and signature. Page 10fl Jenny Nicewander From: Brian Sims [BSims@HNTB.com] Sent: Wednesday, December 01, 2004 4:34 PM To: Jenny Nicewander Cc: Jeny
Holder Subject: Landfill forms requiring your review and signature. Attached are the forms for profiling the waste. The first form Process Knowledge indicates that through the knowledge
of the site and historical operations, certain constftuents can be ruled out as possible contaminants. The Non Haz Wast!tProfile provides information to the Landfill compliance person
conceming the chemical and physical properties of the waste. The LOA enables either myself, Guy Van Baulen, or Daniel Filer to sign waste manifests on the Town's behalf when the transporter
leaves the site to the landfill. The Credit Application should be filled out assuming that the Town prefers to be direct billed and avoid contractor markups. The landfill said the Town
probably already has a credit app on file but I wanted to get this to you just in case. I apologize for not replying to your prior email conceming lab analysis costs. Before I estimated
the next step I wanted to be accurate. In terms of additional analysis, I have given the landfill compliance person all the analytical data that we have to date. The landfill can not
tell us exactly what is needed (if anything) until they review the process knowledge and waste profile. If the landfill does not require additional analysis and assuming that we get
the above forms to them by tomorrow, we could be ready to excavate and haul the waste From the two pits first part of next week. I will forward to you the information to forward these
to the landfill. If you have any questions please feel free to call or email me. Regards, Brian Sims, P.G. HNTB Corporation 5910 W. Plano Pkwy., Suite 200 Plano, TX 75093 (972) 628-3111
«Process Knowledge.doc» «Non Haz Waste Profile 6-15-04 .. doc» «LOA.doc» «Credit_Application _DFW 4-9-04.doc» 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 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. 12/212004 
12/03 '04 07:57 NO.643 02/039726615614HNTB AU(''!j'",'"'' 􀁅􀁾􀀧􀁻􀀧􀀧􀀧􀀧􀁲􀀮􀁅􀁮􀀨􀀧􀀠PI ANN":u,l'_.,d"........,...... '"',") .1-. ,1,1,\1 __ ,J.......' .4'\ 􀁬􀂷􀀮􀀧􀂣􀁜􀁾􀀮􀀧􀀠 9()v?:oIS
"""wlmll"\,,,,, December 1, 2004 Teil\QS Commission on Envi{onmental Quality Region 4 WaSte 􀁍􀁾􀁮􀁡􀁧􀁥􀁭􀁥􀁮􀁴􀀠Section 2309 Gravel Road Fort Worth. IX 7GU8 liNTB Corpo{ation 5910
West Plano Parkway, Suite ,200 Plano, IX 75093 RE: Notification and expedited removal of weathered crossties , , To Whom It May Concern: On behalf of the Town of Addison. this letter
is to serve as formal notification of identification. expedited removal, and proper disposal of buried, weathered crosstie$. The site is located west of the Addison Road and Arapaho
Road intersection. inAddison, Iel(as. The Town of Addison purchased this property for the extension of Arapaho Road. Tne site, formerly II railroad switch yard, is bounded on the north,
southwest, and southeast by railroad tracks. On October 25. 2004, on reacbing the proposed subgrade excavation limit of four feet, the backhoe operator encountered wood material in two
pits. Each pit measured apPl:Qximate1.y 20 feet by 30 feet and 5 feet in depth. During removal of the material, it was determined that tbe wood, was weathered crossties. Tl1e excavated
material is currently stockpiled onsite. Soil and water samples were obtained for VOC (volatile organic compounds), SVOC (semivolatile orgunic compounds), TPH (total petroleum hydrocarbons),
and RCRA 8 metal.s analysis. Analytical results indicated the presence of degraded creosote constituents and metalS. Di,screte soil sampl.es indicated arsenJc, barium. and lead above
the critical PCL (protecti ve concentration level). Standing sunace water j,n the pit indicated benzo(a)pyreJl.e. arsenic, and lead above the critical PCL. The table below summllti7.CS
the con.centrations of COCs (chemical of concern) that were above the critical PCLs. fIJI' /",,1'1; 􀁦􀀮􀀢􀁕􀁪􀀢􀀬􀀢􀀧􀀯􀀡􀀧􀁾􀀠􀀢􀁾􀀢􀀼􀁉􀀧􀀢􀀢􀀠'1,•• 􀁾􀁜􀀧􀁬􀀢􀁉􀁉􀀮􀀧􀀠􀁜􀁾􀀠,>.•W"lb.'l<-'1!,,1'.
") 1.• ,,1 􀁾􀁉􀀧􀀡􀁬􀀧􀀢􀀠I'. ,,,q\·.'.I,I,".t.,_\ 􀁉􀀢􀁾􀀢􀀢􀀢􀀢􀁾􀀧􀀢􀁜􀀠􀀮􀀢􀀬􀀬􀁜􀁪􀀺􀁉􀁊􀂷􀀢􀁬􀂷􀁾􀀧􀀮􀀢􀀠'1I.\UIo!·.-,..',"" • Hh .... ,', I) "r":...·." .,It I 􀀧􀁾􀁊􀀠\1,,1,
'.11 􀀬􀀬􀁾􀀱􀁉.. \ •. I". "! \\ 􀁦􀁾􀀧􀀢􀀠" IJr I'" 111 .11. 101:".... ,n" I,"\II"IT "1<., ,.'1. 11<\ I>M !lI.l. \.; ! 11 'I ,(0,\' ., \ 1'1'1 \ '.\1". 011" I,. 1.\' 􀀢􀁾􀀢􀀧􀀮􀁜􀀠It".
1"1. L.,,,,,",'·' II' 􀀮􀁾􀀮􀀠􀁾􀀧.... ," "" I' I \ 􀀧􀀮􀀬􀁾􀀧􀀮􀀮􀀺􀀠\.1 I 􀁤􀁾􀀠\,.,,1/.1>< ' \. V" 1'\ ,1,1" f"'I, 􀀢􀁾􀀱􀀱􀁉􀀾􀁾􀀢􀀢􀀧􀀬􀀠'AI, \10 􀁜􀁾􀁉􀀡􀀧􀀠1'1, I!I", ,n.1T \I
I \"-"" 􀀬􀀮􀂷􀂷􀂷􀁬􀀧􀁾􀀠)j> \"'11\ Ill! 1". 􀁜􀁉􀀢􀁾􀀠\' 􀁬􀀱􀁜􀁾􀀧􀀠,.., I ,II,' 􀁜􀁾􀀬􀀮􀀠, • "Ie)' ".1 ,,,, ",ll, 􀀢􀀢􀁉􀁩􀁬􀀢􀀬􀀡􀁾􀀬􀀠'1. "\11'1,\.\-1'\111-. .... 1"liI\""1'111\
In 􀀱􀁾􀀢􀁴􀁬􀁬􀀮􀀧􀁜􀀱􀁉􀀠"j 􀀻􀁾􀁜􀁈􀀢􀀧􀁬􀀮􀀢􀀠'J 􀁾􀀱􀀠•.·.11' \i" 􀀧􀀱􀀱􀁉􀀢􀀱􀀢􀁾􀀱􀀠qp 11.',\, '"''''\1" " • 1 ,I" 1" ""II'''!.' \ '.\', 􀁉􀀧􀁾􀀠\ '" I', I •. \ ' ... ' IE I"
'.\ In,[', I,. l' ·IJ "!' 'd 􀀮􀁾􀀠,1 ,\ ",\\\,Jln..'"" l:',,\I". IX \ 
HNTB 9726615614 12/03 '04 07:57 NO.643 03/03 December 1, 2004 Page 2 CDC Soil Arsenic Barium Lead Wat.er Ben.zo(a)pyrene Arsenic Lead Maximum Detected Concentration mg/\cg 18.0 450 17.0
mgIL 0.0005 0.014 0.051 Critical PCL mglkg 5.01 443 3.03 mgIJ. . 0.0002 0.01 0.015 Texas . Background mglkg 5.9 300 15 NA NA Nil. peL -Protective concentr.tion lovel. Soil Critical PCl.
-Residential. 0.5 acro source ar••• Tiot I C"'Soil,,.pntbw:!y. Wnr.r .ample.. were compored to Residend.I. Tier 1 CWaW',q pathway. . The pits will be ellcavated and the weathered crossties
and associated soil will be disposed of properly in a licensed landfill. On 􀁣􀁏􀁭􀁰􀁬􀁾􀁬􀁩􀁯􀁮􀀠of excavation activities, a letter report wHl be submitted detailing the extent of the
excavated materi.a1. If you have any questions or require further infonn.ation. please contact myself at (972) 6283111 or by email at bsims@HNTB.colD or lerry Holder at (972) 628·3159
or by email at . jholder@HNTB.com. Very truly yours, HNTB CORPORATION Bdan Sims, P.G. . Environmental Planner 
12/03 '04 07:57 NO.643 01/039726615614HNTB 􀀱􀀺􀀡􀁪􀁾􀁩􀁩􀀽􀁊􀀠Fax􀁔􀀢􀁾􀀠IINTIJ C"fI'fp(Jnitl Transmi tt.al Dote 􀁦􀀩􀀯􀁾􀀬􀁔􀁏􀁾􀁾􀀧􀀱􀀠'. Total Pages 􀁾􀀠Qncludlng this cove"FilII!
law... •.f Aid,.."", Job NumberFox # 1,.2. ceeo-􀁾􀀬􀁾􀀠o High Resolution 􀁆􀁲􀁯􀁾􀀮􀀠c:!!' . o Urgentor t.", 􀀮􀀻􀀩􀁜􀁾􀀠Please nolify sender at 972·66[·5626 if pages are missing or
if there is any lIansmiSl'ion difficulty, Message 5910 West "'10M Parkway. Sulle 200' NOllO, Tq"w; 75093 Voice (972) 661·5626· Fax (972) 661·5614 
J5150 SurF('\'or };Ii;',,' Addhml. 1i :50f ;!ARCHITECTS ENGINEERS PLANNERS 9 􀁾􀀲􀀭􀀳􀀨􀁩􀁬wnftlS..! F:'L\" rr1"36)wf;()('5 11'1:'\\', ilJuh. c,7H' November 15, 2004 Archer Western Contractors,
Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Don Good " Re: Holiday Work Schedule Dear Mr. Good, We are in receipt ofletter dated November 11, 2004, in which you
are requesting a to1al of11 days to be considered neutrnl days. In discussion with the Town ofAddison, it is their position that these 11-days are part ofthe 425-days originally bid
for this project and they do not see a reason to deviate from the days originally bid. Please let me know ifyou have any questions regarding this matter. Thank you. 􀁒􀁥􀁾􀁾􀀠) /J,w;r--6/WIL.-I!..Guy
VariBaulen, E.I.T. HNTB Corporation Attachments: cc: Project File Steve Chutchian, Town ofAddison Jenny Nicewander, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling;
HNTB Corporation The HXTB COmp(lll1 !.!.I CFFIC£S..􀂷􀁜􀀮􀁌􀁆􀀻􀁾􀀺􀀮􀁜􀁜􀀢􀁄􀁒􀁊􀀬􀁜􀀮􀀮􀀠\',\; ..􀁜􀀱􀀮􀁾􀁾􀀬􀁜􀁉􀀧􀀨􀀧􀁊􀁌􀀡􀀤􀀮􀀠􀁾􀀱􀁏􀀻􀀠ATL\.,-'.'\. (t.\; At':iTf:>;. T=<, nAT0:-;
(;CCGE. LA. n(IST0S, :>t,\. <..'HAlUssr<»:. 􀁾􀀧􀁓􀀺􀀠C-fl,\!!:L£STON. \\......; CHICAGO. n..: Ct.E\1!tA'''O, OM. 􀁃􀀰􀁴􀁴􀁬􀁾􀀡􀁂􀁬􀁩􀁓􀀮􀀠OH: DALL.'S. TX. DE:'TER, co: DETROIT. :'11;
l-!L!:U:-!!L WV: F'AlRFIEtI1. ).11: FT. WORtH. n:: HARTFORD. ('T; HOl'STO:-J. TX. r;.Ul,\;':APOLl5. I};: lRYn<"E. C.-\: KANSi\S.CITY. \10; K"-'OXYaLc. 􀁔􀁾􀀻􀀠􀁴􀁾􀁳􀁾􀀮;'ll-tOs A,'\"GF."tES.
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J>,\Il;K 1>.$, PtY).rC{ITH .\IF.£TPiG. p" I"QRTr.Al\ID. ME: l'ORTI..\N'O, {,1R: RALEIGH. ;-iC. ST. tours. Met SAtT LAKE CITY, 01; $,....... ANTONR)' n:: S;\;''; DER:-<.-\RDDIO. C.\:
:i.\.... FR.\.... SICO.I.:.\; SA..... WSE. C,\; SEATTLE. W;\;; T,UIPA., rt..; TOLEDO. OR; 􀁗􀀢􀀮􀁳􀁈􀁲􀁎􀁑􀁔􀁏􀁾􀀮􀀠D.C. 
__________________________ ___ I GENTLEMAN: WE ARE SENDING YOU o Attached o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications
o Copy of letter o Change order 0 ____________________ : COPIES DATE NO. DESCRIPTION J 􀀼􀁆􀁾􀁉􀀠I\. i;MA.. \4i) ;--,I \ 􀁾􀀠􀁾􀀠􀁐􀁌􀁴􀁾􀀧􀁬􀀬􀁜S THESE ARE TRANSMITTED as checked below:
􀁾􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀀠0 Approved as submitted o Resubmit _____ copies for approval o For your use o Approved as noted o Submit copies for distribution o As requested o Returned for corrections
o Retum corrected prints o For review and comment 0 _______________􀁾􀀠_______________ o FOR BIDS DUE _________________ 19,__ o PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀁾􀀧________􀁾􀁾􀀠IOUfy
us at once. Public Works I Engineering 16801 W"stgrove • P.O. Box 9010 Addison, Texos 75001 Telephone: (972) 450-2871 • fax: (972) 450-2837 , DATE IJOB NO.It!12 /rd ATTENTION RE: COPYTO
.ql-&..􀁾􀁾___________ 
November 19, 2004 Guy Van-Baulen, EIT HNTB 5910 W. Plano Parkway, #200 Plano, Texas 75093 Dear Guy: I have attached a breakdown of expenses relating to the power outage on November 11,
2004 at the Mapsco office at 4181 Centurion Way. As we understand it, the outage was caused by a crew employed by Archer/Western. You indicated that we should tally our losses for the
day and submit them to you. You would then deal with Archer/Western on recovering our losses. I would expect that this will be expedited and a check released to us within 30 days. If
you have additional questions, please let me know. 􀀺􀁚􀁾􀁾􀁌􀀠Executive Vice President, Chief Operating Officer 972-450-9300 -office 972-342-7397 -cell cc Steve Chutchian, Town of Addison
Bill Crepeau, Charter Furniture (Landlord) MAPSCO, INC.' 4181 CENTURION WAY • ADDISON, TX75001 (972) 450-9300 • FAX (972.1450-9305 • www.mapsco.com 
)"!I/O \r:I'''/IIo l'm'kwtl,1"I : I 􀁾i i -JARCHITECTS ENGINEERS PLANNERS Slfill'.l{){j I'll/I/". 􀀱􀁩􀀺􀀮􀁜􀀧􀁬􀀯􀀮􀁾􀀠em!)3 􀁾􀁯􀁶􀁥􀁄􀀱􀁢􀁥􀁲􀀱􀀲􀀬􀀲􀀰􀀰􀀴􀀠IY;-􀁾􀁊􀀠Mil-'i6..?6
t,4X (')-:".1) 6(}f·')(,j-'i APAC -Texas, Inc. U'/I'II:IJ,IfIJ.r:OIll Texas Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Monis Area Manager Re: Belt
Line Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway Letter ofNovember 11, 2004 Remediation of Unacceptable Asphalt Overlay Dear Mr. Morris, We have carefully reviewed
the above referenced correspondence. We remind APACTexas, Inc. the spirit ofpartnering is an agreement, formal or otherwise, to mutually approach a resolution ofproject issues in a cooperative
manner. Partnering does not extend to a requirement for the Owner or Engineer to accept a substandard quality ofwork. Specific issues which arise in your correspondence are addressed
as follows: • "ShadowingH is an aestitic visual issue and is not another tel1n for reflective bumps. • We strongly disagree with your assertion that statements made by APAC -Texas, Inc.
at the preconstruction conference regarding bumps resulting from the use of pavement fabrics are a valid reason to disregard the quality requirements and thereby relieve the Contractor
of his obligations under this contract. • The severity and frequency of the bumps in the affected asphalt overlay, noted in our previous correspondence are not the result of the project
design but are instead the direct result of construction means and methods chosen by APAC -Texas, Inc. We point out APAC -Texas, Inc.'s failure to follow the fabric manufacturer's specific
direction regarding the amplitude and frequency of the asphalt compaction effort. We further note, in direct contrast to your correspondence, once the compaction amplitudes were adjusted
to the manufacturer's recommendation, the severity of bumps was dramatically reduced. This is unrelated to the revision of the pavement fabric to a thinner material. A large percentage
percentage of the project was paved over the originally specified fabric and does not exhibit the same severity of bumps as the first night's paving deemed unacceptable. Ib,-1I.II,'lH
CVIIIPOIl."!'.' '" . '\ ',1:", _ .,' , " f I'J III \1)1 11'11.. I \ I" ,I " , ,:. II ,.. >I,' I ,.1, "I( I' \11 I' I" ,.," ,.11' d.;'1 " I 
• We take issue to your statement that HNTB has been unwilling to partner togedler to find a best solution. On dle contrary, we have worked diligendy with all parties to find solutions
to the initial paving problems. Itwas HNTB that contacted the PavePrep manufacturer and spearheaded meetings between the parties involved in an effort to deliver a quality project to
the Town of Addison. • Quality Control of the new asphalt overlay is the responsibility of the Contractor and as such We deny it is our obligation to propose a solution to this issue
and reiterate our position that APAC -Texas, Inc. prepare an acceptable method of remediation and bear all costs associated with such implementation. • APAC -Texas, Inc. states the time
sensitive nature of this project and yet has failed to provide adequate resources to complete this project within the specified contract duration. APAC -Texas, Inc. has failed to provide
additional resources to compensate for plant and equipment breakdowns. The concrete milling operation originally scheduled for four days for completion has instead extended into the
third week of the project. Additional paving crews were not utilized by APAC -Texas, Inc. even though it has been readily apparent the paving cannot be completed within the framework
of the project schedule without such additional resources. APAC -Texas, Inc. has repeatedly stated their desite to provide a quality product and to make repairs to the pavement in question
to the satisfaction of the Town ofAddison. We state again our request for a proposed plan to correct the unacceptable quality of the asphalt overlay in the area referred to in our November
5" letter and again state this plan must be accepted by the Engineer and repaits made within the current project schedule. TI,e issue of remobilization of your subcontractor Dustrol,
Inc. for work at the railroad is an issue separate from the pavement quality issue and as such will be addressed under separate correspondence. In closing, we would like to resolve this
issue as soon as possible due to the project schedule nearing completion. Please contact us inlmediately ifyou have any questions. Sincerely, HNTB Corporation 􀀬􀁾􀁾􀁾􀀺􀀺􀁾􀀬􀁛􀁾􀁛􀀠􀀱􀁾􀁾􀁖􀀱􀁥􀀬􀀠
Director of Construction Services End: HNTB November 5th Letter APAC November 11 'h Letter 
Cc: M. Murphy, Town ofAddison R. Jones, Town ofAddison J. Pierce, Town ofAddison s. Chutchian, Town ofAddison J. Nicewander, Town ofAddison J. Holder, HNTB Corporation S. Forbes, HNTB
Corporation 
59Jl)W,Pktlw i'ml:uMj'r:Im=] ARCHITECTS ENGINEERS PLANNERS SuU", 2Of) P(mjf>. T;:.«.(s 75fJ!J:; (Y'1:!)6GJ.5<i26􀁾􀁯􀁶􀁥􀁭􀁢􀁥􀁲􀀵􀀬􀀲􀀰􀀰􀀴􀀠1'11..'( (972) 661·5614 APAC -Texas, Inc.
Texas Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention; Mr. I<irk Morris Area Manager Re; Belt Line Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway
Asphalt Pavement Rideability Issues Dear Mr. Morris, APAC-Texas, Inc. began work on the above referenced project on October 17, 2004 and performed the rust night's asphalt paving beginning
on October 21, 2004, continuing into the moroing of October 22, 2004. The limits ofpaving were Eastbound Lane 1 from approximately Station 11+20 to 52+00. The quality ofrideability for
this section of overlay is unacceptable due to the severity and frequency of bumps in the new asphalt pavement. Please submit a proposed plan of corrective action for this section of
new pavement. This plan must be reviewed and accepted by the Engineer and the proposed remedy completed by APAC-Texas, Inc. within the current 28 day project schedule. Any and all costs
associated with this repair shall be bome solely by APAC-Texas, Inc. Claims for monetary damages aad/or delays associated with this repair by APAC-Texas, Inc. will be rejected withOllt
consideration We are continuing to evaluate the remaining completed sections of asphalt overlay for " acceptability. We will notify you immediately if we conclude there are additional
sections of new asphalt pavement which require repair procedures. Please do not hesitate to contact us ifyou have any questions. Yours truly, HNT::;:iZpr'􀁾􀁬W. Ebeling 􀁾􀀠Director
of Constmction Services Cc; M. Murphy, Town ofAddison R.)ones, To'W'll of Addison The liNTS 􀀨􀁊􀁭􀁰􀁡􀁮􀁩􀁾􀁳􀀠
J. Pierce, Town of Addison S. Chutchian, Town of Addison J. Nicewander, Town of Addison J. Holder, HNTB COl'poration S. Forbes, HNTB Corporation ( '. 
ASHLAND. APAC. Texas, Inc, Kirk O. Morris Area 􀁍􀁡􀁮􀁡􀁾􀁍􀀠Nuvemu". 11, 2004 Michael W. Rheline HNT.B Corporation 5910 W. Plano Parkway Ste. ;WO Plano, Texas 75093 RE: HN'l'B L<:UI::'l'
Dated November 5, 2004 Mr. Rheline, Asub,i<liory ofAshland PlMng And Con!.1ruclion, lne,T."". Sitqlithic DIvision P.O, Sox «4046, Oall,.. TX 􀀷􀁾􀀲􀀲􀀲􀀭􀀴􀀰􀀴􀀸􀀠T.I: 214 741.:l531,
Fax: 214 74Q-3540 In response to your letter dated November 5, p.;pAC -Texas. Inc. first 􀁲􀁥􀁭􀁩􀁮􀁤􀁾􀀠your firm. that we boldly stated at the pre-construction meeting on October 14,
2004 that the pavprep product, and joint fabrics in general, do cause reflective bumps in the asphalt paving mat. We have nevcr deviated from this stance. The manufacturer of this product
even notes in its own literature that shadowing (a more delicate word for reflective bumps) can and may occur.. Still, HNTB has chosen to force the follow through of the use of this
material to tho; poin.t of 􀁲􀁣􀀻􀁹􀁵􀁯􀀻􀁾􀁬􀁩􀁮􀁧􀀠orally that APAC -Texas, Inc. re-source the the project with a I • , thinner version of the pavprep joint fabric that still produces
the same reflective bump results . Rflpresentstives from both Pavprep am:! their distTibl,ltor Lone Star Produot, have been available and consistently providing feedback As to whether
installation was correct or incorrect, these industry representatives have quickly pointed out that APAC -Texas, Inc. bas correct.ly i1).stllled the fabric. APAC Texas, Inc. has been
available to tTY every suggestion provided by the manufacturer and HNTB, Given the statements above, APAC .-Texas, Inc. would only be meddling with the approved design for this project
in unit:! tv ,,,,mediate a problem. Design for this project is anc1 has always been the responsibility of the Town of Addison and assumably their contract manager, HNTB Corporation,
AP AC -Texas, Inc. is the contractor for th,e' Town of Addison, We only offer advice as to our previous experience not that any particular experience has bearing on the current projeot.
We seek to fulfill the specifications as they are contracted, We can only point out where we think design has caused conflict with specifications such as our statements made at the October
14, 2004 meeting. Therefore, the designer shotlld propose a solution on how best to resolve these conflicts. Speaking specifically to your letter's denial of cost and time claims before
they materialize, we find this issue lv b!:l disturbing and disheartening as to IiNTB's and prcsumably the Town of Addison's unwillingness to partner together to find a best fit soluti.on.
The willingness to partner together in these issues has certainly been the attitude of APAC nnd we Ilssumcd with In-ITD personnel associated willl this 􀁰􀁲􀁾􀁩􀁥􀁣􀁴􀀠prior to the receipt
oftffis letter referenced above. 
ASHLAND. APAC-Texas, Inc. '"Wb!lid;,'Y 01 A<!j$M PavllllI AAd Con'IMlion.loc.Kirk O. Morris Texa. 􀁂􀁬􀁴􀁵􀁊􀁾􀁨􀁩􀂢􀀠OMolonAlae, Manager P.O. Box 224046, Dall... TX 7522204046 Tel:
214741·3531, Fax: :<14 742-3540 In addition, we a.n: I!um:ntly visiting with. our subcontractor, Dustorl,lnc., about additional cost, if any, and time, if any, that will be needed due
Dustrol's needing to remobilize the project to rework the butt joint at the railroad tracks due to the HNTB's representative 􀁲􀁣􀁹􀁣􀁲􀁾􀁩􀁮􀁧􀀠his previous decision OJ! Wh<'Tt: to
place the fIrst butt joint at the railroad tracks. Obviously, this is a very time sensitive project which requires close attention to rnatterl! where decision f"versal affects the overall
critical path. Sincerely, Cc: M. Murphy, Town of Addison R. Jones, ToWll ofAddison J. Pierce, Town ofAddison S. Chutchian, Town ofAddison 1. Nicewander, Town ofAddison J. Holder, HNTB
Corporation S. Forbes, HNTB Corporation ., 
Environmental Services Page 1 of 1 Jenny Nicewander From: Kelly Dlouhy [KDlouhy@HNTB.com] Sent: Wednesday, October 27, 2004 5:33 PM To: Jenny Nicewander Subject: Environmental Services
Hi Jenny-I just talked with Jerry and advised him of the situation. He recommends we do this initial sampling under our existing contract. Afterthe samples are analyzed, we will be able to put together a more accurate scope and fee for the City. We will keep track of our hours for this initial effort. In order to get the samples
analyzed and back as soon as possible, we will need to know how you would like to proceed with the lab. I will be sending you an email with information about the lab we recommend. I
will also include the approximate cost for the first round of sampling. We would like to get into the field tomorrow if possible. Thank you for all your coordination efforts. Please
let me know if you need additional information. Kelly «Kelly Dlouhy (KDlouhy@HNTB.com).vcf» This e-mail and any files transmitted with it are are confidential and are intended solely
for the use ofthe 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 ofthis e-mail is strictly prohibited. 10/28/2004 
ACCOUNTAGREEMffiNT WHEREAS, the aforestated applicant has applied for an opcn account with Anachem in order for Anachem to provide laboratory testing services for the applicant on creditj
and WHEREAS, should Anachem approve the application, the following terms and conditions shall govern the applicants open account. NOW, THEREFORE, applicant and Anachem agree as follows:
J. That Anachem will provide the applicant with laboratory testing without advance or C.O.D. payment for services so long as applicant pays one hundred percent (100%) of any invoice
within sixty (60) days or any discount amounts as specified on Anachem's invoice. 2. Should the applicant fail to make the payments as specified in the preceding paragraph, Anachem may
take any or all ofthe following actions: A. Cease all services that Anachem is performing for the applicant; B. Withhold the results, reports other materials on any completed work or
work in progress for the applicant; and C. Take any legal action necessary to collect the account. account. 3. The applicant agrees to pay any collection cost incurred by Anachem to
collect the account balance including reasonable attorney's fees. 4. The applicant agrees that Anachem may charge a late fee of3.5% on the unpaid balance ofany amounts due Anachem for
more than sixty-five (65) days. 5. Notwithstanding any provisions to the contrary, applicant's account balance shall not exceed $ . Should applicant's a'ccount balance exceed the amount
stated herein, then Anachem shall have no obligation toperform any additional services for applicant. SIGNED this the __day of'--__, 20_. Applicant by: 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭ACCEPTED:
ANACHEM, INC. 􀁂􀁹􀁟􀁾􀁾􀁾􀁾􀁾􀁾_______ William A. Davis. I 
ANACHEM,ffiCORPORATED 8 Prestige Circle, Suite #104 Allen, Texas 75002 (972) 727-9003 Fax (972) 727-9686 800-966-1186 Web Site: www.anachem.com Email Address: email@anachem.com PRICEBOOK
& STATEMENT OF QUALIFICATIONS REVISION 033cv -10/05/04 TABLE OF CONTENTS Pricebook General Information ... '" .........................................................................................
........................ Page 2 Organic Analysis ............................................................................................................................ Page 3 Inorganic
Analysis .......................................................................................................................... Page 6 Metals Analysis, Miscellaneous Charges, and
Key to Abbreviations.......................................... Page 9 TCLP Analysis ..........................................................................................Page 10
Tum Around Time For Each Test ................................................................................................. Page 11 Terms and Conditions ..........................................
......................................................................... Page 12 Statement of Oualifications General Information .....................................................................
................................................. Page 13 Staff........................................................................................................................................
....... Page 14 Staff Background ........................................................................................................................... Page 15 Technical Representatives
............................................................................................................. Page 18 Laboratory Facilities ...........................................................
........................................................... Page 19 Equipment/Instruments Used in Analysis ....................................................................................
Page 22 Sample Processing Quality Control .............................................................................................. Page 23 Quality Control ....................
,', ...... , ...... " ........................................................................................ Page 24 Quality Assurance ..............................................................
........................................................... Page 25 Project Descriptions .., ................................... , ..............................................................
, ...... , .......... Page 26 Summary ofProjects ..................................................................................................................... Page 27 State Certifications
........................................................................................................................ Page 28 Insurance ............................................................
........................................................................... Page 32 Letters ofRecommendation ..........................................................................................
................ Page 33 P:\forms\pricebook 1 
ANACHEM,mCORPORATED PRICEBOOK GENERAL INFORMATION Pricebook Information Anachem is able to provide a wide range of services in the areas of Environmental Sciences. Our price schedule
describes the analysis we provide with few exceptions. If there is an area of interest not included in this price schedule, please call and we willlIy to facilitate your needs. lbc prices
listed in this schedule arc based on a normal turnaround time. Tum around time will be measured from the time a sample is received in our Allen office if it arrives before 12:00 noon.
Elapsed time for samples arriving after 12:00 noon will begin at 8:00 A.M. on the first working day after receipt. Holidays and weekends will not be counted as elapsed time (see page
10). Expedited service is also available on a prearranged basis. All analyses are billed on a net 60 day basis with discounts given for early payment. Quality Assurance/Quality Coutrol
Typical Quality Assurance for a set of commercial samples would include blank data, duplicate sample analysis, spiked sample data, and surrogate recovery data where appropriate. We will
be pleased to implement additional "Project Specific" Quality Assurance measures at your request for an additional fee. Methods Anachem Inc. uses, as appropriate, methods approved by
a wide range of governmental, environmental, and regulatory agencies, as well as those of recognized societies and associations dedicated to laboratory testing, industrial testing, and
public health. Methods required by the U.S. Environmental Protection Agency (EPA) are listed unless otherwise stated. Reports Anachem's reports to Clients include sample and quality
control analytical results with identification ofanalytical methods, QNQC procedures utilized, as well as pertinent observations on each project. Customized report formats can be produced
to meet Client's specifications and are available upon request. Anachem's Terms and Conditions will govern all work performed. Sample Management Upon request, sampling kits will be prepared
and delivered free of charge unless overnight delivery is required. The Client is responsible for delivery of samples to our laboratory; however arrangements may be made for free local
pick-up service. The remaining portions of samples analyzed will he held in archive storage for 30 days from the date of receipt. After the 30 day time period has expired, Anachem will
dispose of the sample at no charge unless the sample is found to be hazardous. If the sample is hazardous, the client will be informed and may either retrieve the sample or pay for samples
to be returned. P;\forms\pricebook 2 
Organic Analysis Analysis Sample Holding Matrix Container Size Preservation Time Price ACID EXTRACTABLES -EPA 625, 8270 Water L-Amber G wIT lOOOml 4°C, 􀁎􀁡􀀲􀁾􀁨􀀰􀀳􀀠7 Days 225.00
Solid G wiT 100g 4°C 14 Days 225.00 ACID EXTRACTABLES & BASE NEUTRAL ORGANICS -EPA 625, 8270 Water L-Amber G wIT lOOOml 4°C, N32S203 7 Days 300.00 Solid G wiT 100g 4°C 14 Days 300.00
BASE/NEUTRAL EXTRACTABLES -EPA 625, 8270 Water L-Amber G wIT lOQOml 7 Days 225.00 Solid G wiT 100g 4°C 14 Days 225.00 BTEX -5035 Extraction Solid G wIT, 2x VOA Various 4°C Variable 5.00
BTEX -EPA 602, 8021, 8260 Water 2x VOA Vials 40ml 4°C, NaHS04 to pH<2 14 Days 60.00 Solid G wiT SOg 4°C 14 Days 60.00 BTEX and MTBE -EPA 602,8021,8260 Water 2x VOA Vials 40ml 4°C, NaHS04
to pH<2 14 Days 81.00 Solid G wiT SOg 4°C 14 Days 81.00 BTEX/TPH -EPA 602, 8021,8260/TX 1005 Water 4x VOA Vials 40ml 4°C, NaHS04 to pH<2 14 Days 90.00 Solid G wiT 100g 4°C 14 Days 90.00
BTEX/MTBE/TPH -EPA 602,8021,8260/TX 1005 Water 4x VOA Vials 40ml 4°C, NaHSO" to pH<2 14 Days 111.00 Solid G wIT lOOg 4°C 14 Days 111.00 BTEX/TPH -EPA 8021/8015 Gasoline Range for Oklahoma,
Colorado, or Louisiana Water 2x VOA Vials 40ml 4°C, NaHS04 to pH<2 14 Days,La 7 Days 83.00 Solid G wiT 100g 4°C 14 Days.La 7 Days 83.00 BTEX/TPH -EPA 8021/8015 Modified for Diesel Range
for Oklahoma, Colorado, or Louisiana Water L-A G w/T,2xVOA lOOOml & 40ml 4°C, NaHSOq to pH<2 14 Days,La 7 Days 90.00 Solid G wiT 100g 4°C 14 Days.La 7 Days 90.00 DIAZINON -EPA MOD 8141
Water L-A G wiT 1000ml 7 Days 176.00 Solid G wIT 100g 14 Days 176.00 HERBICIDES -EPA 8151 Water L-Amber G wIT lOOOml 4°C, N32S203 7 Days 176.00 Solid G wiT 100g 4°C 14 Days 176.00 HYDROCARBON
CHARACTERIZATION -Modified EPA 8015 Water L-Amber G wIT lOOOml 4°C 14 Days 75.00 Solid G 100g 4°C 14 Days 75.00 Additional sample volumes may be necessary. TRRP projects may require
greater sample volumes to be collected. Please contact your sales representative for required sample volumes. p:\forms\pricebook 3 
Organic Analysis Analysis Sample Holding Matrix Container Size Preservation Time Price OIL AND GREASE -EPA MOD 413.1, 1664 Water lrAmber G wiT lOOOml 4"C. Hel.H2S04 to pH<2 14 Days 65.00
Solid Gw/T 100g 40C 14 Days 65.00 PCBs IN OIL EPA 8082, 608 Oil Gw/T SOm! N/A N/A 75.00 PCB's EPA 8082, 608 Water L-Amber G wIT l000ml 4OC, N,.,s,o, 7 Days 116.00 Solid GwjT lOOg 4"C
14 Days 116.00 PESTICIDES EPA 608, 8081 Water L-Amber G wIT lOOOml 4"'C. 􀁎􀁾􀀳􀀠7 Days 176.00 Solid Gw/T lOOg 4'C 14 Days 176.00 PESTICIDE/PCB COMBO EPA 8081, 8082, 608 Water L-Amber
G wIT lOOOm! 􀀴􀁥􀁃􀀮􀁎􀁾􀀮􀀧􀁬􀀠7 Da.ys 250.00 Solid Gw/T IOOg 4'C 14 Days 250.00 PNA/PAH EPA 8270 Water L-Ambcr 0 wiT lOOOmI 􀀴􀀢􀀧􀁃􀀮􀁎􀁾􀀠7 Days 140.00 Solid Gw/T l00g 4'C 14 Days
140.00 SEMI-VOLATILES -See Acid Extractable.s & Base Neutral Organics TCLP -See Page 10 TPH 5035 Extraction for Texas 1005 Solid o w/T,2x VDA Various 4'C variable 5.00 TPH -Texas 1005
Water 2xVOA Vial 40ml 4"'C, NaHS04 to pH<2 14 Days 45.00 Solid Ow/T 50g 4'C 14 Days 45.00 TPH -Texas 1006 Water 2xVDA Vial 40ml 4°C. NaHSO" to pH<2 14 Days 200.00 Solid Gw/T SOg 4'C
14 Days 200.00 TPH -EPA 8015 Gasoline Range for Oklahoma, Colorado, or Louisiana Water 2xVOAVial 40m! 4"'C. NaHSCN to pH<2 14 Days 50.00 Solid Gw/T 50g 4'C 14 Days 50.00 TPH -EPA 8015
Modified for Diesel Range for Oklahoma, Colorado, or Louisiana Water L-Amber G wiT l000m! 4'C 14 Days 50.00 Solid GwlT lOOg 4'C 14 Days 50.00 Additional sample volumes may be necessary.
TRRP projects may require greater sample volumes to be collected. Please contact your sales representative for required sample volumes. P:\forms\pricebook 4 
Organic Analysis Analysis Matrix Container Sample Size Preservation Holding Time Price 'ITO -TOTAL TOXIC ORGANICS Includes Add Extractables, Base Neutrals Organics, Pesticides & PCB's,
and Vo1a.ti1es VOLATILES -EPA 624, 8260 Use 8260 to substitute 8240 Water 2x VOA Vial 40ml 4;;C, NaHSO. to pH<2 Solid G wIT SOg 4'C VOLATILES and MTBE -EPA 624, 8260 Use 8260 to substitute
8240 Water 2x VOA Vial 40m1 4"'C, NaHS04 to pH<2 Solid Gw/T 50g 4'C VOLATILE 5035 EXTRACTION Solid G wIT, 4x VOA Various 4'C 14 Da;)'" 14 Days 14 Da;)'" 14 Days Variable 699.00 149.00
149.00 170.00 170.00 20.00 TRRP QA/QC is 15% of the Total Order Additional sample volumes may be necessary. TRRP projects may require greater sample volumes to be collected. Please contact
your sales representative for required sample volumes. 
Inorganic Analysis Analysis Sample Holding Matrix Container Si%e Preservation Time Price ACIDITY -EPA 305.1, 305.2 Water P 200m! 14 Days 24.00 ALKALINITY, TOTAL -EPA 310.1 Water P 200ml
4'C 14 Days 24.00 ANIONS BY IC PER ANALYTE -EPA 300.0, 9056 Bromide,(48hrs.) ChJoride,(28days) Pb.Joride,{28da.ys) "'Nitrote, Witn'te, ?fwsphate,(48 hr,} Sulfate (28 days] Water P SOOm!
See above 20.00 Soil P or G 100g s.eabove 20.00 '"Nitrate and Nitrite -48 hour holding time. ANION/CATION BALANCE Water P lOOOml 4'C 14 Days 250.00 BICARBONATE ALKALINITY -EPA 310.1
Water P 200m! 14 Days 24.00 BICARBONATE ION EPA 310.1 Water P 200m! 4'C 14 Days 4.00 CARBONATE ALKALINITY EPA 310.1 Liquid P 200m! 4'C 14 Days 24.00 CARBONATE ION EPA 310.1 Liquid P
200m! 4'C 14 Days 4.00 CATION EXCHANGE CAPACITY -EPA 9081 SoU G 50g 4'C 28 Days 65.00 CHEMICAL OXYGEN DEMAND (COD) -EPA 410.4 Water P 100m! 4"C, H2SO4 to pH<2 2BDays 35.00 CHWRINE WATER
-EPA 330.4 Water P SOOm! 4'C ASAP 24,00 COWR -EPA 110.2 Water P 250ml 40C 48 Hours 20,00 CORROSMTY EPA 9040, 9041, 9045,150.1 Water G 200ml 4"C Zero 12.00 Solid G l00g 4'C 14 Days 12.00
CYANIDE, AMENABLE (Includes Total)-EPA 335.1, 9010 Water P 500m! 4'C, NaOH{AS,AckI pH> 12 14 Days 88.00 Solid G lOOg 4'C 14 Days 88.00 CYANIDE, TOTAL EPA 335.2,9010 Water P 500m! 4'C,
NaOH{AS.Acld pH>12 14 Days 44.00 Solid G lOOg 4'C 14 Days 44.00 FERROUS IRON-HACH Water P 500ml 4'C ASAP 24.00 FIASHPOINT -EPA 1010 Liquid Gw{T SOOml N/A 30 Days 58.00 Additional sample
volumes may be necessary. TRRP projects may require greater sample volumes to be collected. Please contact your sales representative for required sample volumes. p:\forms\pricebook 6

Inorganic Analysis Analysis Sample Holding Matrix Container Size Preservation Time Price HARDNESS -EPA 130.2 Water P 200m! 4"C. HNO, to pH<2 6 Months 24.00 HEXAVALENTCHRONrrUM SM3500
CR·D Water P 100m! 40(0 24 Hours 24.00 Soil PorG loog 4"C 28 Days 24.00 IGNITABILITY -ASTM D92, 1030 Solid G 50g N/A N/A 20.00 MOISTURE CONTENT -EPA 160.3 Solid G 50g 40(0 7 Days 22.00
NITROGEN, AMMONIA -EPA 350.2 Water P lOOOm! 4°C, 􀁈􀁾􀀰􀀴􀀠to pH<2 28 Days 30.00 SoHd P lOOg 4'C 28 Days 30.00 NITROGEN, TOTALKJELDAHL (TKN)-EPA 351.3 Water P 500m! 4"C, fhS04 to pH<2
28 Days 45.00 Solid p 20g 4'C 28 Days 45.00 NITROGEN, TOTAL (calculation from Nitrate+Nitrite and TKN) 90.00 NITROGEN, TOTAL ORGANIC (Calculation from Amtnonia and TKN) 80.00 PAINT FILTER
TEST (FREE LIQUIDS) -EPA 9095 Solid G 500g N/A N/A 10.00 pH -EPA 150.1, 9040,9041,9045 Liquid p 5Om1 4'C ASAP 12.00 Solid G SOg 4'C ASAP 12.00 PHENOLICS -EPA 420.1, 9065 Water G looOm!
4"C, H2SO4 to pH:<2 28 Days 45.00 SoHd G lOOg 4'C 28 Days 45.00 PHOSPHORUS, TOTAL -EPA 365.2 Water G 500mi 4"C, H2SO4 to pH<2 2BDays 35.00 Solid G 50g 4'C 28 Days 35.00 REACTIVITY (CYANIDE/SULFIDE)
Water PorG 500m! 4'C 14 Days 78.00 Solid G lOOg 4'C 14 Days 78.00 SETTLEABLE SOLIDS -160.5 Water p lOOOm! 4'C 7 Days 24.00 SEVEN-DAY LEACHING PROCEDURE Solid p l50g 40(0 N/A 34.00 SILlCA
SM 4500 SI -D Water P SOOm! 40(0 28 Days 24.00 SODIUM ABSORPTION RATIO Soil G 50g 4'C 28 Days 60.00 SPECIFIC CONDUCTANCE -EPA 120.1,9050 Water P 100m! 4'C 14 Days 24.00 Solid p lOOg
4'C 14 Days 24.00 SPECIFIC GRAVITY /DENSITY -ASTM1429 Liquid/Soil p 200m! 4'C N/A 24.00 Additional sample volumes may be necessary. TRRP projects may require greater sample volumes to
be collected. Please contact your sales representative for required sample volumes. P:\forms\pricebook 7 
Inorganic Analysis Analysis Sample Holding Matrix Container Size Preservation Time Price SULFITE -EPA 377.1 Water P 100m! 4'C Zero 35.00 SULFIDE -EPA 376.1 Water P 5oom! 4°C, NaOH &
ZnAC to pH 9 7 Days 35.00 TDS -TOTAL DISSOLVED SOLIDS -EPA 160.1 Water P 5oom! 7 Days 24.00 TS -TOTAL SOLIDS -EPA 160.3 Water P 250m! 4"C 7 Days 24.00 TSS -TOTAL SUSPENDED SOLIDS -EPA
160.2 Water P 500ml 7 Days 24.00 TVS -TOTAL VOLATILE SOLIDS -EPA 160.4 Water P 250ml 4°C 7 Days 35.00 TCLP -See Page 10 TURBIDITY -EPA 180.1 Water p 100m! 48 Hours 14.00 TRRP QA/QC is
15% ofthe Total Order Additional sample volumes may be necessary. TRRP projects may require greater sample volumes to be collected. Please contact your sales representative for required
sample volumes. P;\forms\pricebOOk 8 
METALS Container RCRAMETALS p NPDES METALS p 503 SLUDGE METALS p LEAD IN PAINT p .. This price includes metals prep charge. Analysis per Metal ICP p MERCURY -COLD VAPOR p ICP-MS P rcp
-MS LOW LEVEL P Mercury Preparation Charge Other metals sample preparation MISCELLANEOUS CHARGES COMPOSITING PER SAMPLE FILTRATION OF SAMPLE METHANOL SAMPLE CONTAINER PREP PULVERIZATION
OF SAMPLE KEY TO ABBREVIATIONS Sample Size 500rn! or lOOg 500rn! 500ml or lOOg 5g 500ml 500rnl 500rn! SOOrn! Holding Preservation Time HND3topH<2 6 Months HNO:;to pH<2 6 Months HNOsto
pH<2 6 Months 6 Months HN03 to pH<2 6 Months HN03 to pH<2 28 Days HNO:; to pH<2 6 Months HNO:; to pH<2 6 Month$ Price *124.00 *184.00 *182.00 *22.00 12.00 20.00 12.00 15.00 10.00 10.00
Price 11.00 5.00 7.00 16.00 IrA G wiT or L-Amber G wiT Liter Amber glass jar with Telfon-lined lid G wiT -Glass jar with Telfon-lined lid G -Glassjar P -Plastic bottle VOA or VOA Vial-Zero
headspace vial for VOC's HCI -Hydrochloric Acid H2S04 -Sulfuric Acid HN03 -Nitric Acid NaHS04 --Sodium Bisulfate NaOH -Sodium Hydroxide Na2B2Oa -Sodium Thiosulfate (Use only ifsample
contains free or combined chlorine.) ZnAC -Zinc Acetate Additional sample volumes may be necessary. TRRP projects may require greater sample volumes to be collected, Please contact your
sales representative for required sample volumes. P:\forma\pricebook 9 
Toxicity Characteristic Leaching Procedure (TCLP) Metals 124.00* Pesticides 176.00* Arsenic '" Plus Extraction Chlordane .. Plus Extraction Barium Endrin Cadmium Heptachlor Chromium
Lindane Lead Methoxychlor Mercury Toxaphene Selenium Silver Herbicides 176.00* 2,4-D '" Plus Extraction Volatiles 149.00* 2,4,5-TP (Silve><) Benzene * Plus Extraction 2-Butanone {MEK}
Carbon tetrachloride Extractions ChJorobenzene 7-Day Leachate 34.00 Chlorofonn TCLP Non-volatile Extraction 66.00 1.2-Dichloroethane SPLP Non-volatile Extraction 66.00 1,lwDichloroethene
TCLP Zero Headspace (ZHE) 116.00 Tetrach1oroethene SPLP Zero Headspace (ZHE) 116.00 Triehloroethene Vinyl choride Semivolatiles 300.00' Full TCLP -Solid orLiquid Phase 800.00 2·Methylphenol
(o·Cresol) '"' Plus Extraction 3-Methylphenol (m-Cresol) Full TCLP -Without Pest. & Herb. 650.00 4·Methylphenol (p·Creso;1 l,4-Dichlorobenzene 2J4-Dinitrotoluene Hexachlorobenzene Hex.achiorobutadien
e Hexachloroethane Nitrobenzene Pentachlorophenol Pyridine 2,4,5-Trichlorophenol Trichlorophenol 2,4,6-'I'richlorophenol Sample Volumes Required for TCLP Extraction Matrix Metals Volatiles
Semivolatiles Pests/Herbs Full TCLP Aqueous <0.5% solids 1 liter 3x40ml 1 liter 2 liters 4 liters Solvent/Oil 2 liters 500ml 2 liters 2 liters 4 liters Sludge/Soil >0.5% solids 1 liter
500ml 2 liters 2 liters 4 liters Solid 150g 50g 150g 1SOg 200g Holding Times Preservation Collection Extraction to Extraction to Analysis Volatiles 4°C 14 days 14 days Semivolatiles
4°C 14 days 7/40 days Pesticides 4°C 14 days 7/40 days Herbicides 4°C 14 days 7/40 days Mercury 4°C 28 days 28 days Other Metals 4'C 180 days 180 days P:\forms\pricebook 10 
TURN AROUND TIME FOR EACH TEST Tum around time (TAT) will be measured from the time a sample(s) is received in our Allen office. Ifthe sample(s) arrive before 12:00 noon, the customer
can expect results to be reported before noon of the due date. Ifthe sample(s) arrive after 12:00 noon, the customer can expect results befure close ofbusiness on the date the report
is due. Holidays and weekends will not be considered elapsed time unless previously negotiated. The rush charges on samples with multiple tests will be reported using the longest TAT
and charged at the highest RUSH. Samples needing RUSH TAT must be confIrmed with customer service before submitting samples. Analysis 10 Days 7 Days SDays 3 Days 2 Days 1 Day RUSH RUSH
RUSH RUSH B1EX ---Normal 50% 100% i TPH-TX 1005 · --Normal 50% 100% TPH-Diesel -. -Normal 50% 100% Volatiles -Normal 25% 50% 100% -i Pest.IPCB's -Normal 25% 50% 100% -,-Herbicides Normal
i 25% 50% 100%· -PAH 8270 --Normal 50% 100% -i--i Semi Volatiles -Normal 25% 50% 10ooio -i TCLP Organics Normal 25% ! 50% 100% -· , TCLP Metals Normal 25% 50% 100% . -, • Metals -Normal
25% 50% 100% -RCI · Normal 25% 50% 100% · i I i' Cyanide -Normal 25% 50% 100% -Phenols · Normal 25% 50% ! 100% · Pbosphorous -Normal 25% 50% 100% -Ammonia -Normal 25% 50% 100% -e--"
TKN -Normal 25% 50% 1000/. -i NOTE: Tum around time for TRRP reports. All TAT's for TRRP projects must have an additional 3 days added to delivery date for TRRP data summary. For example:
Rush projects which have a 1 day TAT will actually have a 4 day TRRP TAT. Normal TAT projects which have a 5 day TAT will actually have an 8 day TRRP TAT. P:\forms\pricebook 11 
STANDARD TERMS AND CONDITIONS Confidentiality: It is our position that all data generated for and paid for by a client is the property of that elient Such data will not be discussed
or released to another party without the written eonscnt of the client. In the event that data is demanded by meanS of a legal subpoena the client will be notified. Terms: Payment in
edvanee isrequired for all clients except those whose eredit has been eslablished by filing a credit application. For clients with open accounts, terms are net 60 days. Past due aceounts
will be put on a cash basis until the account is brought current. When an account is more than 30 days past due, Anachem will resort to a collection agency and the dient is responsible
for collection andlor legal fees. Billing: All fees are billed direetly to the client who submitted the sample fur analysis. Anaehem will bill a third party only if a purehase order
or letter accepting responsibility has been reeeived from the third party. Fees: Fees are bated on our published price list which is available upon request However, these prices are
subject to change without notice. Clients may receive a bid for prices by negotiating a special quotation with your technical service representative or management. Discounts: DL'lCounts
are given for early payment according to the following sehedule: Prepayment -25% 30 days -20"A. 45 days -15% 60 days net After 65 Days, A 3.5% Late Fee Will Be Assessed Minimum Fee:
The minimum fee per work order is $30. Rush Analyses: A sureharge of 25-100"10 will be added to the list price of an analysis if data is required in less than the standard lum around
time. All rush analysis must be prearranged with customer service or your technical representative. Contracts: Any contract that PUlPOrts to supereede or contradict our standard terms
and conditions requires the signature of a company officer. Requests for Service: All samples must be accompanied by a ehain of custody document which clearly identifies the foHewing:
elient requesting analysis, the reporting and billing address, sample identification which corresponds to labels on each sample, and a description of what analysis is requested for each
sample. FOl1l1s for this purpose will be supplied by Anaehern if requested. Likewise, any Change or Request for additional analysis must be made in writing. Anaehern will not be responsible
for holding times which are exceeded or analysis which is not performed in compliance with the clicnrs wishes if proper documentation is not submitted. If a change or eancellation is
received after work on requested analysis is initiated the client will be responsible for payment for work perfurmed. Reports: Reports will be faxed to the elient the day they are generated.
In addition, one copy of the report and the original COC will be mailed to the person and eddress given on the COCo Additional FAX's andIor mailed copies will be billed at $2 each. Anachem
will retain One eepy of the report and supporting records indefinitely. Requests for copies of archived reports will be billed at $35lreport Retention of Samples: Samples are routinely
arehivcd for 30 days unless they are consumed or are deemed to be perishable. After 30 days samples will be disposed of. If a sample is hazardous, the client will be informed and may
either retrieve the sample or pay for the sample to be returned. The sample and portions thereof remain the property ofthe client at all times. Warranty and Limits of Liability: Anachem
warrants the aceuracy of test results. within the limits eommonly aecepted by our industry, for the sample as submitted. We accept no responsibility for the purposes for whieh the client
uses the test results and we prohibit the use ofour name in connection with conclusions based on our reports. Anaehern hereby objects to any terms or renditions contained in any aeeeptance
or order submitted by any client which eonfliets with our Standard Terms and Conditions unless specifically authorized by a fonnal contract. 􀁁􀁮􀁡􀁣􀁨􀁥􀁭􀁾􀀠Inc. does not accept responsibility
for actual and/or consequential damages to samples or containers and/or delays caused by cOmmon camel'S, P:\forms\pricebook 12 
ANACHEM,mCORPORATED STATEMENT OF QUALIFICATIONS GENERAL INFORMATION Anachem, Inc. has extensive experience in analyzing many types of samples for a variety of components. Specific matrices
include: Water Soil Sludge Oil and Coal Cements Air Samples Anachem, Inc. is experienced in the analysis of environmental samples for various hazardous components and our results are
accepted by the Texas Commission of Environmental Quality. Specific tests we run that pertain to Environmental Regulations are as follows: Water Discharge to the Environment; NPDES,
40 CFR 122, l36 Organic Contaminants Metals Cyanide and Phenols Drinking Water Standards; SDWA Primary Standards 40 CPR Part 141 Secondary Standards 40 CFR Part 143 Hazardous Waste Classification;
RCRA, 40 CFR Part 261 TCLP; Classification ofwastcs for disposal 􀁐􀁾􀁜􀁦􀁯􀁲􀁭􀀸􀁜􀁰􀁲􀁩􀁣􀁥􀁢􀁯􀁯􀁫􀀠13 
ANACHEM,ffiCORPORATED STAFF PRESIDENT AND C.E.O. William Davis QUALITY ASSURANCE/QUALITY CONTROL OFFICER Kathryn Hartzell LABORATORY MANAGER Howard Hayden TECHNOLOGY DIRECTOR Jim Rowley
ORGANIC CHEMISTRY Anthony Taylor Tom Pinkston Mary Bennett INORGANIC CHEMISTRY Katluyn Hartzell TECHNICAL REPRESENTATIVES Perry Dunlap TedSpackey OFFICE STAFF Leonard Stinyard -Login
Velda Embrey· Reporting Clayton Jones -Bookkeeper Debbie Speed -Customer Service Manager Sheila Quigley -Administrative Assistant P:\forms\pricebook 14 
WILLIAM A. DAVIS, B.B.A. Mr. Davis joined Anachem, Inc., in 1995 as the company's business manager. Mr. Davis has 25 years of fInance and general management experience. Prior to joining
Anachem, Mr. Davis served as the Chief Credit Officer, Senior Lending Officer and Senior Vice President of the First National Bank of Allen. His duties included the management of the
bank's loan and investment functions. During the eighties, Mr. Davis was the Executive Vice President and Chief Credit Officer of the Premier National Bank in Dallas with responsibility
for day to day operations including the bank's investment portfolio and commercial lending divisions. KATHRYN HARTZELL, B.A. Ms. Hartzell is an analytical chemist in the Inorganic Department.
She received her degree from Trenton State College and has over 10 years experience in the environmental industry. Her previous employers include ERMI Environmental Laboratories where
she was employed as an Inorganic Laboratory Manager. Ms. Hartzell is currently workingon her MS in Chemistry from the University ofTexas at Dallas. HOWARD HAYDEN, B.S. Mr. Hayden supervises the analytical functions of both organic and inorganic laboratories. Mr. Hayden
was educated at Sterling College in Sterling, Kansas where he received a Bachelors degree in Biology. Mr. Hayden worked two years for National Environmental Testing Laboratories as Organic
and Inorganic sample prep supervisor. Additionally, he has experience in the analysis of B1EX, Alcohols, Semi-volatiles, Pesticides, Herbicides, and Chlorinated Hydrocarbons by GC, as
well as, GCIMS identifIcation ofvolatile and semi-volatile compounds. JIM ROWLEY, B.B.A., MCSE I Mr. Rowley serves as the Technology Director for Anachem, Inc. His primary responsibilities
are the integrity of data and security of the network infrastructure. Duties include the design and installation of network and telecommunication equipment, software development and
confIguration, backups, and disaster recovery. Mr. Rowley received his Bachelors degree from the University of North Texas in Management, and completed his IT training at Southern Methodist
University. He has 5 years of network management experience, and served as a network support administrator for an environmental laboratory for 5 years. TOM PINKSTON, B.S. Mr. Pinkston
works as an analytical chemist in the inorganic as well as the organic section of our laboratory. He has a Bachelors degree in chemistry from the University of Austin. Mr. Pinkston has
over 15 years ofexperience in the field oftrace metals analysis. Prior to joining Anachem, Inc., Mr. Pinkston was Production Lab Manager fur Air Liquide-Amcrica, Inc. Mr. Pinkston is
experienced in all aspects ofsample preparation, sample analysis, and QAJQC methodology. P:\forms\pricebook 15 
VELDA EMBREY Mrs. Embrey has been with Anachem, Inc. since 1991. She is responsible for generating and proofing client reports. Prior to coming to Anachem, she worked 4 years proofing
and editing government contracts with Electrospace, Inc. and 18 years in the banking industry. DEBBIE SPEED Mrs. Speed is the customer service manager. She has been with Anachem since
1990. Mrs. Speed is familiar with our records, our organization, and our sample inventory. She believes that every customer is equally important to us. She oversees that data is correctly
organized and reports are directed to the right people. ANTHONYD. TAYLOR,B.S. !vIr. Taylor received his degree from Alcorn State University. He is employed at Anachem as an analytical
chemist in the organic chemistry section. Prior to joining Anachem, Mr. Taylor was employed as an analyst for over two years with National Environmental Testing. Mr. Taylor is experienced
in all aspects ofsample preparation and quality control procedures for EPA methods, as well as, BTEX and TPH. CLAYTON JONES, B.B.A. Mr. Jones joined Anachem, Inc. in January, 1996 as
the company's bookkeeper. He received his Bachelors degree from the University of Houston in accounting. !vIr. Jones has over thirty years of accounting experience in several different
industries including two fortune 500 corporations. Prior to joining Anachem, he served as the corporate accountant for Employers National Life Insurance Company. P:\forms\pricebook 16

LEONARD STINYARD Mr. Stinyard is responsible for receiving and logging in samples from our clients, as well as, serving as our sample custodian. He is in charge of the receipt, archival,
and disposal of all samples for Anachem Inc. SHEILA QIDGLEY Mrs. Quigley has an extensive background in customer service at Anachem, Inc. She maintained accurate and detailed accounting
records while operating her own printing business, she acquired additional records experience in the payroll department of a national restaurant corporation, as well as, a mortgage company.
She has aoquired the skills and commitment necessary to provide outstanding customer service. MARYBENNETT Mrs. Bennett received her degree from Florida Community College of Jacksonville.
Mary joined Anachem in 2001 as an analytical chemist in both organic and inorganic sections ofour laboratory. Pl\forma\pricebook 17 
TECHNICAL REPRESENTATIVES PERRY DUNLAP, B.B.A. Mr. Dunlap is a sales representative for Anachem, Inc. He was educated at Dallas Baptist University, in Dallas, Texas. Prior to joining
Anachem, Inc., Mr. Dunlap worked fifteen years as a purchasing agent for Fisher ControlsIMonsanto. As a purchasing agent, Mr. Dunlap purchased more than seven million a year in outside
purchasing, and dealt with sales persons from all over the world. H. TED SPACKEY, B.S. Mr. Spackey is a sales representative for Anachem, Inc. He received his Bachelors degree in Chemistry
from Trinity University in J961. Prior to joining Anachem, Inc., Mr. Spackey worked eight years as technical sales representative for PfIZer, Inc. As a technical sales representative
Mr. Spackey was responsible for the sale ofacrylimide and xanthan polymers to the oil industry. P;\forma\pricebook 18 
LABORATORY FACILITIES Anachem, lnc.'s laboratory is housed in a 10,000 sq. ft. facility which is conveniently located two blocks east of State Highway 75 and Bethany Road in Allen, Texas.
Additionally, Anachem can acccmmodate numerous sample volumes and sampling supplies in our 4,000 sq. ft. warehouse space adjacent to the laboratory. Our laboratory has two separate sample
preparation rooms with all pertinent glassware, reagents and sample handling equipment. Our three instrument laboratories are in separate rooms with secure access and limited to Anachem
persormel only. Our office is equipped to rapidly produce reports in several formats, depending on client needs. We are able to generate electronic deliverables via email, web accessible
files on our web site, or hard copy reports for all our clients. COMPUTER SYSTEM Our laboratory utilizes the latest technologies for data collection, storage, and backups. The server
and client systems at Anachem run the latest Microsoft software which utilizes a 100Mb/sec sec backbone. Our 3Com switches and Dell servers provide dependable data transfer and reliable
network security. Anachem's L.I.M.s. (Laboratory Information Management System) tracks and stores the lab data for distribution to our clients. The L.I.M.S. runs on the Microsoft SQL
Server 2000 platform with multiple backups initiated throughout the day on various storage mediums. All of the critical systems at Anachem are protected by UPS (Uninterrupted Power Supply).
Customers can now request their final reports in a PDP formal sent directly to their email. Go to our web site and read more at www.anachem.com GAS CHROMATOGRAPHYIMASS SPECTROMETRY Our
laboratory is equipped with five Hewlett-Packard 5890/5970 Gas ChromatographlMass Spectrometers. Three instruments are configured to analyze volatile organic chemicals by EPA Method
624 or 8260 using a capillary column. The other two instruments are configured to analyze semi-volatile organic chemicals by EPA Method 625 or 8270 using a capillary column. All five
GClMS units are serviced by the Tecknivent data acquisition systems, which allow simultaneous data ccllection and recovery. This equipment allows for target analyle computer searching
for all regulated organic compounds using the NBS computer library, and tentatively identified compound analysis. P:\forms\priceboak 19 
GAS CHROMATOGRAPHY Our gas chromatograph equipment consists of a Hewlett-Packard 5890 Series II with dual electron capture detectors (ECD), Shimadzu GC-14A with a flame ionization detector
(FlD) and an electron capture detector (ECD). These instruments also have an auto-sampler and an IBM-compatible PC data package. They are capable ofrunning methods 608,8015,8081 and
8151. Anachem also has three Hewlett-Paekard 5890 Series II gas chromatograph equipped with photo ionization detectors (PlD) and FlD for analyses conforming to EPA methods 601, 602,
8021, 8015 GRO. In addition, Anachem also has three Hewlett-Packard 5890 gas chromatographs equipped with a flame ionization detector (FlD). They are used to analyze for TPH Texas 1005,
1006, 8015 diesel range, and hydrocarbon characterization. INDUCTIVELY COUPLED PLASMA (ICP) MASS SPEc:rROPHOTOMETRY Anachem uses a Perkin Elmer Elan 9000 lCP-MS. This instrument is capable
of analyzing trace metals at detection limits much lower than the ICP-AES. Linear range of the the ICP-MS is several orders ofmagnitude. Analysis conforms to EPA 200.8 and 6020. INDUCTIVELY
COUPLED PLASMA (ICP) SPECTROPHOTOMETRY Anachem is equipped with a Perkin Elmer Optima 4300 DV dual view ICP-AES. The effective range is 5-6 orders of magnitude for most elements. Analysis
conforms to EPA 200.7 and 6010. ION CHROMATOGRAPHY Anachem is equipped with a Dionex OX 500 ion chromatograph set up to analyze aqueous inorganic anions included in EPA method 300.0.
The anions include fluoride, chloride, bromide, nitrite, nitrate, phosphate, and sulfate. MERCURY ANALYZER -PIE FlMS 400 FLOW INJECTED Hg ANALYZER Anachem uses the Perkin-Elmer FIMS-400
Mercury flow injection system for the analysis of Mercury. This is the most advanced application of the cold vapor techniques and is extremely sensitive. This system is used to support
analysis for EPA methods 7470 and 7471. P:\forms\pricebook 20 
EX1RACTORS Our organic sample preparation room is equipped with sixteen liquid-liquid and soxhlet extractors used in EPA methods 3520 and 3540. We use a number of separatory funnels
in the liquid-liquid extraction described in EPA method 3510 and 413.1, Oil and Grease determination. A Fisher Scientific 550 sonic dismembrator extracts soils for EPA methods 3550.
METALS DIGESTION Anachem uses a 54 well bot block system to accomplish sample acid digestion for Mercury, ICP & ICP-MS analyses in accordance with EPA 3000, 7000 and 200 series methods.
EVAPORATORS Anachem has two Labconco Rapidvap concentrators to reduce sample extracts to the correct volume. HVAC The Organic laboratory, the Inorganic laboratory and the two sample
preparation areas are isolated from each other and are served by different HV AC systems. The storage areas and hood rooms are not connected to the air handling system. MUSCELLANEOUSEQUIPMENT
-Refrigerators for storage ofenvironmental samples. -Rotary extractors for TCLP. -pH meters. -Conductivity meter. -Cyanide, phenol, TKN distillation stills. -Constant temperature water
bath, 25 C to J0004 C. -Incubator, 30-45 C. -Blue M convection and vacuum ovens. -lEC Centra-7, 1EC UV, and IEC Model K centrifuges. -2 Servall superspeed centrifuges. -Three Mettler
analytical balances. -Two NlST Top-loading balances. -NlST thermometer. -NIST Recireulating coolers. p:\forms\pricebook 21 
EQUIPMENTIINSTRUMENT USED IN ANALYSES MAJOR EQUIPMENT FiveGClMS Two GC ECDIFID Three GC PID Two GC FID IC ICP Mercury Analyzer Spectrophotometer pH Meter Conductivity Meter Two Balances
ICPMS MANUFACTURER APPUCABLE DESCRlPTION HP5890 HP 5970 MSD Shimadzu GC -14A Varian 3400 HP 5890 Series II HP 5890 Series II HP5890 Dionex DX 500 Perkin Elmer Perkin Elmer FMS-400 Milton
Roy Spectronic 200 Orion 525A VWR Mettler H51 5 place Mettler AE1004 pI. Perkin Elmer RANGE O.oI -100ppm 10-6 _ 100ppm 0.01 -100ppm 0.01 -IOOppm 0.01 -100ppm O.oI -1000ppm 0.0002-0.lppm
o -100% Transmiss. 0-info Absorbance 0-14 Std Units 2-10,OOOmmohslcm 10.5 -160 grams 104 -110 grams 0.0005 -2ppm FREQUENCY OF CALmRATION Daily calibration std. on 5 point curve. Same
as above. Same as above. Same as above. Daily set of tests. Daily set oftests. Daily set oftests. DailylEvery set of tests. DailylEvery set of tests. DailylEvery set oftests. Once a
year by servo co. wlNIST weights. Daily w/class Daily P:\forms\pricebook 22 
SAMPLE PROCESSING QUALITY CONTROL Samples Arrive in Laboratory Samples InspectedIID No. Assigned Samples Logged and Work Order Prepared Work Order Reviewed; Samples Sub-sampled, Duplicated,
and Spiked Samples Assigned to Analyst Analysis Conducted by Analyst Calibration Check Std., Blanks, Spiked Samples, Duplicates Analytical Data Checked by Peer Chemist Return to Analyst
for Re-Testing ifNecessary Data, QC Data Reviewed Return to Analyst for Review Data Reviewed by Anachern Lab Manager Data Reported to Client p:\forms\pricebook 23 
QUALITY CONTROL It is the objective of Anachem to provide accurate analytical data which may be used with confidence in a decision making process. The purpose ofour Quality Control Program
is to control the analytical variables and eliminate (or at least demonstrate) human errors. However, the level and type ofquality control required is not the same for all samples. Anachem
processes a wide variety ofsamples which can be categorized as established EPA, OSHA, or ASTM protocols, routine self developed methods and new or unique problems. For Quality Control
purposes these categories will be dealt with separately. EPA, OSHA AND ASlM PROTOCOLS EPA protocols are published in great detail and include Quality Control information. Anachem makes
every effort to follow these methods. Our Quality Control effort includes tuning twice a day using PFBTA, BFB and DFTPP compounds, duplicates (5%), blanks (5%), internal stendards (100%),
and surrogate spiked (100%), as specified by the protocols published in the Federal Register. OSHA and ASTM protocols often allow more latitude in areas such as choice of column(s) or
GC/LC parameters. However, laboratory procedures, reagents and calculations are prescribed and a general requirement is made that any deviation from the published method must meet or
exceed the published requirements for detection limit, accuracy and reproducibility. Anachem will deviate from these methods only when the technology is improved and only within the
limits allowed by the publishing authority. Good laboratory practices and quality assurance programs will apply. ROUTINE METIIODS Routine methods will be subject to the same Quality
Assurance procedures as all other methods. Quality Control procedures will consist of 5% duplicates, 5% blanks and EPA or NIST reference samples, when possible. In addition, instrument
performance will be documented prior to each sample set. Instrument calibration will be performed using single or multiple calibration stendards depending on the range ofconcentrations
aod customer requirements. NON-STANDARD TESTS Frequently this laboratory is asked to perform non-standard tests in unique situations. Often only one sample is submitted and the customer's
requirements may be as unique as the sample. Quality Control will be discussed with the customer and arrangements will be made which fit the customer's requirements and budget. P:\forms\pricebook
24 
QUALITY ASSURANCE I. Laboratory Instrumentation 1.1 Maintenance logs are maintained on all ml\lor pieces ofequipment. 1.2 Analytical balances are calibrated annually with NIST weights
by an outside source and checked daily by the chemist. 2. Standard Methods 2.1 EPA and ASTM protocols are followed without deviation, unless a written description ofthe deviation appears
on the report. 22 Copies ofstandard methods are available to all lab personnel who handle a sample. 3. Record Keeping 3.1 Samples 3.1.1 Samples are logged into LIMS as they arrive and
are assigned a unique number which is used for sample tracking. 3.1.2 The chain ofcustody forms are reviewed by the Quality officer, or designee and a report is generated which identifies
the customer sample ID, describes the sample, and details the work to be performed. 3.1.3 Duplicates and spikes are incorporated into the sample flow by the chemists and reported with
the sample results. 3.1.4 Information about sample handling, dates, methods and raw data are maintained by laboratory personnel. 3.1.5 Reports are generated by LIMS. One copy is sent
to the customer and a second is kept on file at Anachem, Inc. 3.1.6 The entire history ofany sample can be collected using the unique sample number for a period offive (5) years after
receipt. 3.2 Instruments 3.2.1 Each instrument has an electronic log book which records samples run. 3.2.2 Calibrations and performance samples are filed by date. 3.3 Data 3.3.1 Raw
data is filed with Anachem's copy ofthe report. 3.3.2 Raw data can be correlated with QC Data and maintenance data by date. 3.4 Laboratory Records 3.4.1 All laboratory personnel maintain
records which document the methods used, date ofextraction and date ofanalysis, special instructions, problems and the information pertinent to each day's work. 3.5 Calibration Standards
3.5.1 A special notebook records all weights, measurements, calculations and instructions associated with the making and use ofanalytical standards. P:\forma\pricebook 2S 
PROJECT DESCRIPTIONS Analysis for the Oklahoma Water Resouree Board I Oklahoma Department Qf Environmental Ouality Analysis for th!! Texas National Resource Conservation Commission Analysis
for the UST and Solid Waste Bureaus ofthe New Mexico Environmental Department Anachem, Inc. has performed analysis for many clients located in Texas, Oklahoma, and New Mexico and our
data was in tum reported to their state agency for review. Oklahoma State SumIus Property Distribution Center Oklahoma Department ofCentral Services State of Oklahoma Analysis: Chlorinated
and Non-chlorinated Compounds Kirtland Air Force Base Albuquerque, New Mexico Analysis: Lead and Asbestos Abatement Vought Aircraft Dallas, Texas Analysis: TPH and BTEX DallilS Naval
Air Station Dallas, Texas Analysis: Complete TCLP for hazardous waste characterization Super Conducting Collider Waxahachie, Texas Analysis: NPDES Analysis Holloman Air Force Base Albuquerque,
New Mexico Analysis: TCLP Lead Analysis for the U.S. Army Coms. ofEngineers Waco, Texas Analysis: TPHlBTEX & PAH's P:\forms\pricebook 26 
SUMMARY OF PROJECTS The following represents a cross section of projects that Anachem has been involved with and the various industries that have been served. Analysis of soil and water
samples from UST removals. Leak 􀁔􀁾Inc.• The Environment Company. & Leigh Engineering Anachem, Inc. performs services for firms who are involved with detection and site remediation
of leaking underground storage tanks. These clients require testing on soil samples containing unknown quantities ofpetroleum hydrocarbons, BTEX, and lead. These projects are on-going.
Analysis for Phase II site assessments. ManTech Inc) Mec X. Inc .. ICF Kaiser Engineers Inc .. & W.E.S.T. Inc. Anachem, Inc. performs testing in order to give information concerning
sites and possible remediation andlor disposal. Hazardous Waste Characterization Environmental Management Inc. & Disposal Services Anachem, Inc. performs analysis on samples from emergency
spill sites in order to determine necessary procedures. This work is often done on a rush basis. Analysis of water samples for NPDES compliance. The City ofLas Vegas, City ofEspanola.
& City ofBelcn Anachem, Inc. supports several municipalities who do not have the laboratory facilities or expertise to analyze their water for priority pollutants. Lead Abatement StudIes
RERC Inc .. W.E.S.T. Inc., & Environmental.Materials Inc. Analysis of soil, water and paint chips for lead Analysis of water samples from landfill monitoring wells. P:\forms\pricebook
27 
,::.1' , '\ VV\ I -l 􀁾􀀠􀁒􀀭􀁊􀁾􀁾􀀢􀀭􀀭􀀧􀀠,r AFTEI)./IECO,RDING RE,TUAN TOAttn: 0AR.()L-eJZJ (]J;;." . HEXTER'FAIATITLE COMPANY 8,3.33 Douglas Avenue #130 ' Dallas, TX 75225 ' :1.'&49554
􀁉􀁖􀁾􀀶􀀯􀀰􀀱􀀠3000536 De.d SPECIAL WARRANTY DEED STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF DALLAS ) That UNION PACIFIC RAILROAD OOMPANY, a Delaware corporation,
Grantor, for and in consideration ofthe sum of Ten Dollars ($10.00) and other good and valuable consideration paid to the undersigned by the Grantee herein named, the receipt and sufficiency
of which are hereby acknowledged and confessed, HAS GRANTED, SOLD, AND CONVEYED, and by these pr.esents DOES HEREBY GRANT, SELL, AND CONVEY unto the TOWN OF ADDISON, a municipal corporation
,of the State of Texas, Grantee,ali of that certain real estate (the "Property") lying and being situated in Dallas County, Texas, more particularly described in Exhibit A attached herelo
and hereby made a, part hereof for all purposes. Further reserving unto Grantor, its lessees" licensees, successors and assigns, three (3) perpetual exclusive easements over, across,
in, under, above and upon those areas of the Property (the "Easement Property") described in Exhibits B-1, B·2 and B-3 attached her.eto and made, a part hereof, in which areas SeUer,
its lessees, licensees, successors and assighsmay construct, maintain, repair, renew, use, operate, change, modify or relocate railroad traCks, railroad sig n1'lI lines, railroad communication
lines, railroad appurtenances and other railroad facilities. Notwithstanding anything contained herein, this reservation is for the purpose of allowing Grantor to fulfill its obligations
as Lessor under <:jny Lease, between .the Selier and Dallas, G,arland & Northeastern Railroad, Inc. ("OGNO") (the "EC!sement Property Lease"); proVided, however, that Grantor recognizes
and 􀁡􀁣􀁫􀁮􀁯􀁷􀁬􀁥􀁤􀁾􀁦􀁥􀁳􀀠that Grantee is acquiring the Property for certain public 􀁰􀁵􀁲􀁰􀁱􀁳􀁾􀁳􀀬􀀠including the extension, construCtion, use, maintenance and repair 0f a
public street and right pf way, together with incidental purposes in conne.ction therewith, and Grantor and Grantor's lessees, license,as, successors and aSsigns sh'all not unreasonably
interfere with Grantee's use of the Property, including the Easement Property, subject to such Crossing Agreements entered into between Grantor and/or its Jesse,e,sand Grantee. At such
time as Grantor, in its sole discretion, determines that the Easemerit Property is no longer required in connection with the railroad operations of Grantor or its lessees, licensees,
successors or assigns, Grantor shall cbiwey the Ea,sement Property to Grantee, in a form agreed to between Grantor and Grantee. C:'TEMPl-()Q23837.doc 200I21J9 09042 
STATE OF NEBRASKA ) ) ss. COUNTY OF DOUGLAS ) 􀁯􀁮􀁾􀁣􀀻􀁲􀀵􀁌􀀠'2) , 2001, before me, a Notary Public in and for said CbunB"; a.nd State, personally appeared a.. O. 􀁾􀀠. . and C. '
., ml'9t'l7L.. 􀀬􀀦􀁉􀁓􀁾􀁖􀀡􀁦􀀺􀁅􀁾􀁾􀀠and ASSistant Secretary, respectively, of UNION pACIF=IC RAILROAD COMPANY, a Delaware qorporation,personally known to 'me (or proved to me on
the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument. and acknowledged to me that they executed the S(;ime in their authorized capacities.
and that by their signatures on the instrument the persons, or the entity upon benalf of which the persons acted, executed the instrument. WITNESS my hand and official/seal. 􀀱􀀱􀁾􀀠,
DAViD E. HOLT i GftIEIlAi. 􀁾􀁏􀁉􀁁􀁦􀀱􀁾􀂷􀁓􀁉􀀻􀁬􀀡􀁂􀀠01 nel)fasl<a "'Coinm. &po OeL 31. 2002 (SEAL) C:ITEMPI-(l!l23837.doc 3 20m2 􀁾􀀹􀀠0 9 0 4 4 
EXHIBIT A TQ SPEGIAL WARRANTY DEED FROM UNION PACIFIC RAILROAD COMPANY (GRANTOR) TO TOWN OF ADDISON (P.RANTEE) ZOiil249 0904.5 
Parcel 3 Field Note Desc.ription Arapah'o Road Project Town of Addison Da1las County, Texas BEING a description of a 7.3267 a.cre(319,149 square foot) tract of land situated in the Edward
Cook .S.l.lrvey, Abs'tract Number 323, Town of Addison, Dallas County, Tex.3s, and being a portion of a called 3 &. 48/1bb acre tract of land conveyed to St. Lo.uis SOl.lthwEistern Railway
Company ef Texas as evidenced by the deed recorded in Volume 278, Page 115 of the Deed Recerds of Dallas County, Texas., a portien of a called 4 1/2 acre tract of land conveyed to cenveyedte
st. LOl.lis Seuthwestern Railway c:;empany of Texas as evidenced by the deed recorded in Volume 279, Page 449 efaaid D.eect Records, and all of a called 68/100 ef an acre tract of land
c<;mveyeEi to. S.t. Louis Se.uthwestern Railway Company ef Texas as 'evidenced by the de,ed roe-corded in Velume 470, Page 3290.£ said Deed Rj;lcords; &aid 7.3267 acre tra'ct of land
bein", more particularly described by me.tes'1nd bounds as f.ollows: COMMENCING 􀁡􀁾􀀠a 5/8 inch :: _<un rod found in the North J.:iqht of way line of Beltline Read (variable width)
at the intersectien of the West line of said callel::l 3 &. 48/100 acre trac't, said point being the S.outheast corner of Let 1, Bleck A ef Beltwoed Res·ervoir, an additien to the Town
of Addisen, as .evidenced by plat recerded in Volume 90012, page 3386 of said Deed Recerds; THENCE, NORTH 17 °.34' 19" WEST, (Called North 25 0 06' West.) , dep,a·rting said Nqrthright
o.f way line of Beltline Road,along the common West line of said called. 3 & 48/109 acre tract and East line of said Let 1, Block A,. passing at a distance of 410.87 feet a 3/4 incl)
iron pip.e found, continuing for a tetal distance of 462.,01 feet to. the l'Qni'l' OF BEGINNING, said point ·be.:j;ng a point. of curva.ture to acqrve to the left and the. $euth corner
of ,sa;lq called 4 112 acre tract; THENCE, NCl)=tTHWESTERLY, departing .saidcommon line and along the common Southwesterly line of said Called 4 1/2 acre tract and Northe,;lsterly line
of said Let 1, Block A, and along the arc of said curve. to. the left having a radius ef 714.; 00 feet, a central angie of 58 0 39' 21", a ch.ord bearihg Nor,th 4,6 0 54' 03" West, for
a distance of 699.46 feet, for an arc distance oJ 730.97 feet to theehd of s,.id curve ,at the E,.st co:rner ef said called 681100 ef an acre tract; Page 1, o,f 4 􀁬􀁏􀁭􀀲􀁾􀀹􀀠09046

PARCEL 3 -ARApAHO ROAD PROJECT THENCE, SOUTH 80°11'36" WEST, (called South 71°20' West), departing said common line Clnd along the common South line of said called 6B/IO.Oof .m <le,retract
and North line ois.aid Lot 1, Bloc;k A, passing at a distance of 87.65 feet. the Common most Northerly Northwest corner of said Lot 1, Block 7>., and East corner of a right of way dedica·ti.on
for Arapaho Road as indicated on said plat of B.eltwoodReservoir, departing said common line and .continuing along the common South line of said ca lled 68/100 of an acre tract and Nor;thlines
of said Beltwood Reservoir and said right qf way dedication, passing at ·a distance of 480.26 feet the common Nort,ltwest corners of said Beltwood Reservoir and said right of way dedi.cati·on
anel Northeast corners of Addison Restquran1;.. Park, an addition to the Town of Addision as evidenced by the plat recorded in Volume 88066', Page 4219 ofs.aid Deed Rec.or'ds and a 60
foot right of way dedication for Arapaho .Eead .as i.Iidicated 6n said pla.t of Addison R.estaUrant Park, d·epartirig said common line and along the common South line of said called
68/100 of an acre t.ract and North lines Of said Addison Restaurant Park and said 60 foot right of way dedication, fora total aistanee of 65·,9.08 feet to an angle point; THENCE, SOUTH
85°49' 17" WEST, (called Sou.th 77°20'), continuing along 􀁳􀁡􀁾􀁤􀀠common line, a distance of 301.09 feet to the West corner' Qf said called ·68/100 of an aCre tract in the S,outh line
of a 100 foot wide right of way conveyed to Dallas Area Rapid Transit Property Acquisition Corporation as evidenced by the deed recorded in Volume 91008, Page 1390 of said Deed Records.
·said corner being the beginning 0£ a non-tangent curve to the left; THENCE, NORTHEASTERLY, departing said common line and along the common North .lineof said called p8/lbO o.f an acre
tract and $.outb line of said Dal.las l\rea R;:Ipid Tz:an..si t right of way and. along the arc of said .cUrve t01;he left; having a radiu.s of 29i4.. 79 feet, a central angle of 1.7°33'08",
a chord bearing 'North 74°45'45" East for 889.44 ;feet, passing at an arc distance of 578.08 feet thecommonm6st N6rt:herly Northwest cornet of said called 68/100 of an .acre tract and
West corner of said ,called. 4 1/2 acre tract.; c0ntinuing along the common North. line of sa·id called 4 1n acre tract and South lin.e o.f s·aid Dallas Area Rapid Transit right of way,
fora total arc distan,ce of a92.9.2 feet to the point of tangency of s.aiq curve; Page 2 of 4 2001249 09047 
PARCEL 3 -ARAPAHO ROAD PROJECT THENCE, NORTH 65°59' 11" EAST, continuing along said cornman line, passing at a distance of 744.35 feet the cornman Northeast corner of sai.d called 4
112 acre tract and Northwest corner of said .called 3 & 48/100 tract, continuing along the cornman North lirie of said called 3 & 481100 tract and South line of Sii!id [;)allas Area
Rapid Transit right of way, a total distance of 1033.95 feet to a point in the West rigbt of way line of Ad.Qison Road (variable width); THENGE, SOUTH OOoltl'1.3" 8AST, departing said
cornmon line and along said Wes·t right of way line of Addison Road, a distance o.f 4.42 feet to the North corner of Lot 3, B'lock 1 of Addison .Car tare as .evidenced by the plat recorded
in Volume 137111, Page 0286. of said Deed Records, said corner being the Easterly line of said called 3 &4i3/l1J.0 acre tract, said corner also being the beginning of a non-tange(nt
cU'rVe to the left; THENCE, SOUTHWESTERLY, departing s.aid line and along the cornman East:erly line of of said called 3 & 48/100 acre tract and Westerly line of said Lot 3, Block 1,
Addison Car Care addition, and along ehe arc of said curve to the left, 􀁨􀁡􀁶􀁾􀁮􀁧􀀠a radius of 714.00 fee.t, a central angle of 74 °34' 00", a ch0rd bearirfg South 19°42' 41" West,
for 865.02 feeJ, passing at an arc distance of 213.91 feet the GOmmon Southwest corner of said Lot J and Northwes·t corner of a 60 foot right of way dedication for Arapaho Road as indicated
on said plat of Addison Car Care addition, continuing along the common Easterly line of said called 3 & 48/100 acre tract and 􀁾􀁬􀁥􀁳􀁴􀀮􀁥􀁲􀁬􀁹􀀠line of s;aid right of way dedication,
passing ;at ;an arc dist.ance of 3'05.02 feet the common Southwest corner of said 60 foot right of way dedication and Northwest corner of Lot 1 , Blo.ck 1 of said AddisQn Car Care addition,
continuing along the common Easterly line of said c,alled 3 & 48/100 acre ttactand Wes·terly line of said Lot 2, Block L Addison Car Care addition, passing at an arc dis.tance of 569.0.5
feet the comm9n SOj1thwest corner of !;<lid Lot 2, Block 1, Addisoh 􀁃􀁾􀁜􀁲􀀠C,;!re addition and. Northwest carrier 0): L.ot 1, Block 1 0'[ said Addi,!lol) Car C'are addition, continuirrg
along th.e. common Easterly line .of 􀁳􀁡􀁨􀁾􀀠called 3 I< 48/100 acre tract and West.erly line Of said Lo.:t 1, B:lock 1., Addison Car Care addition, passing at an.arc d·istance of
745.45 feet a 5/8 inch iron rod found for the common Southwest c.orner of sa·id Lot 1, Block i, Addison CC).r Care addition and Northwest cQrner of Lot 1 of Sambuca II/Filling Station
Auditiop, an addition to the Town of Addis'on as evidenced by the 􀁾􀁰􀁬􀁡􀁴􀀠recordl'!d in Volume 94093, Rage 06201 of said Deed Records, c.Qntinuing along the common Easterly lille
of said called .3 & 48/100 acre tract the Westerly line of 2Orn2r.909048 
PARCEL 3 ARAPAHO ROAD PROJECT said Lot 1, Sambuca II/Filling Stati.on Addition, for a tOj:a.l arc distance of 929.22 feet to the end of said curve; THENCE, SOUTH 15°p7' 17" EAST, (Called
North 25·06' West), continuing aleng said common line, passing at a distance of 57.46 feet a 1/2 inch iron rod found for the common Southwest cerner 'of' said Lot 1" Samquca II/Filling
Station Addition and Northwest co.roer of Lot 2, Sambuca II/filling Station Addition, continuing along the common Easterly line of said called 3 & 4a/100 acre tract ure Westerly line
of said Lot 2, Sambuca II/Filling Stat'ion Addition" for a total dis.tance of 156.04 fee·t to a point for carner, from whi,ch to a 􀀳􀁉􀁾􀀠inch irqn roc! found for the Southwest corner
of said tot 2, Sambuca I.I/Fill,il'lg Station Addition bears South 15 ·07' 17" East, a distan.c,e of 5.88 feet; THENCE, SOUTH 72° 25' 41" WEST, depar.j::ing s.aid common line, .a distanc",
of 95.68 feet to the POIli/'l' OF BEGINNING; c01\lTAINING an area of 7.3267 acres or 3'19,149 19,149 ..quare feet of land within the metes recited. All bearlngs efre referenced to the
North Right of Way line of Centurion Way, called S 99°51'55" E, according to the final plat .of Lot 3, Surveyor Addition, recorded in Vol. 77173, Page 135, Deed Reco'rds of Dallas County,
Texas. A plat of even survey qat", herewith accompanies this description. I, Hugh Wilson Knight, a Registered Professional Land Surveyor, hereby cer·tify that the le.gal description
hereon and the accompanyingpla,t!':epreseht an a8tua1 surve.y made on the groun'd und",r my supervi.si.qn:, 11son 􀁋􀁮􀁾􀀬􀀠R.P.L.S. Registration No. 4S72 ,I,/.:-.<?;::i -()I Page 4
QE 4 2lJ01249 09049 
\,' \ \ .. \ j ---􀀢􀀬􀀮􀀢􀀢􀀬􀁾􀀢l \ \ .... PARCEL 3 ARAPAHO ROAD PROJECT 7.32,67AC. 819.149 SQ. FT, IN THE E, COOK SURVEY ABSTRAer Nq. 326 TOWN OF ADDISON DAi.l..iAS COUNTY, TEl4\S
10012 h q nQO" (1 
EXHIBITS B-1, B-2, B-3 TO SPECIAL WARRANTY DEED FROM UNION PACIFIC RAILROAD COMPANY (GRANTOR) TO TOWN OF ADDISON (GRANTEE) 28012 4 9 0 9 OS I 
Parcel 3 Railroad Eas.ement 1 􀁾􀁩􀁥􀁬􀁤􀀠Note Description Arapaho Road Project Town of Addison Dallas COUntY, Texas BEING a description of a 1.1645 acre (50,727 square foot) tract of
land situated in the Edward .Cook Survey, Abstract Number 3.23, Town of Addison.. Dallas County, Texas, and being a portion of a called 3 (, 48/100 acre .tract of land conveyed to St.
Louis Southwestern Railway Company o·f Texas as evidenced by tehe deed recorded in Volume 278, Page 115 of the Deed Records of Dallas County, Texas, a portion of a called 4 1/2 acre
tnact of land conv.eyed to conveyed t,o St. Louis Southwestern Railway Company of Texas as evictenced by the deed recorded in Volume 279, Page 449. of said Deed Records, and a portion
of a called 􀀶􀁾􀀯􀁬􀀰􀀨􀁪􀀠of an acre tract of land conveyed to S:t.. Louis 􀁓􀁯􀁵􀀮􀁴􀁨􀁷􀁥􀁳􀁴􀁾􀁲􀁮􀀠Railway Company of Texas as evidenceo oy the deed recoJ:deQ in Volume 470, Page
land being f011m/s; 329 of said Deed Records; said more particularly described by 1, 1645 metes acre and tract bounds of as COMMENCIIiJG at a 5/8 inch iron rod found in the Notth tight
of way line'of Beltllne Road (variable width) at the intersec.tion of the West line of said oalled 3 & 4S/100 acre traot, said point being the Southeast 00rner of Lot 1, Block A of Bel
twood Reservoir, an addition to the Town of Addison, as evidenoed by plat recorded in Volume 90012, Page 3386 of saio Deed Records; THENCE, NORTH 17°34'19" WEST, (Called North 25°06'
West), departing said North ri"lht of way line of Beltline -Roact, along the common West line of said called 3 (, 48/100 aore tract and East line of said Lot 1, Block A, passing at a
distanoe .of 410.87 feet a 3/4 inch iron pip.efound, oontinuing fora total distance of 462.01 feet to the S",u):n corner of said called 41/2 acre .trac·t; THENCE, N0RTH 72 °25' 41" EAST,
departing said c.ommon line, a distance of 􀁾􀀴􀀮􀀠51 feet to the roINT OF BEG!NN:i:MG of the herein pescribed tract, s'ai,d pbint being 25 lllet Southwesterly fr.oni the oenterline
of theexis1:ing r.ailroad track, measured at a right angle; THENCE, al.ong the Southwesterly line of the herein deScribed tract, 25 feet from and parallel .or cOhcentrio to the existing
rai1r.oad tract, the fo11.owing courses and distances: Page 1 o.f 3 2110121;.9 09052 
PARCEL 3 􀁾􀀠ARAPAHO ROAD PROJECT RAILROAD EASEMENT 1 NORTH 17°34'19" WEST, a distance of 4.16 feet to the point of curvature of a cur:ve to the left; NORTHWESTERLY, along the arc of
said curve to the left having a radius of 728.32 feet, a central angle c;f 48°31'Q8", a chord bearing North 41"49'53" West for 598.49 feet, fot an arc distance of 616.75 fee,t ,to the
point of compound ,curvature ofa curve to the left; NORTHWESTERLY, along the arc of said curve to the left having a radius of 675.63 fee1;., a central angle of 33·11'16", a chord bearing
North 83·52'48" vlest for 386.07 feet, for an arc distance of 391.52 feet to the end of said 􀁣􀁵􀁲􀁶􀁾􀀻􀀠SOUTH 75· 37' 38" WEST, a distanc,e of 162.23 feet to a point in the common
North line of saio ca11eo 68/100 of an acre tra.ct in the South line of a 100 foot wide right of way conveyed tc Dalla:s, Area Rapid Transit Property Acquisition Corporation as evidenced
by the deed reeorded in Volume 91008, Page 1390 of said dee.d B-ecordsi said Garner being t'he beginning o'f a non-tangent curve to th,e lefti, THENCE, NORTHEASTERLY, oepartingsaid line
and along the common North line of said called 68.1100 of an acre tract and South line of said Dallas Area Rapid Transit right of way and along the arc of said curve to the left h1!ving
a radiul; of 2914.79 feet, a central angle of 5°46'03", a chord bearing North 69°44'56" East for 293.2'9 feet, for an arc distance of 2'93.41 feet to a point being 25 fee,t Northeastex1y
from the centerline of the existing railroad track, measured at a right angle, said point being th,e beginning of a non-tangent curve to the right; . THENCE, 'along the Northeasterly
line of t.he he:r:.ein des'<::ribed tract, 25 feet from and parallel o,r.G.oneentric to the existing railr.qad tract, the follo\o!ing GOULS'eS and dis:tances: $OUTHEASTERLY,along the'
atc of Said curve to the right having a radius of 7255.. 93. feet ,a. central ani;r1e of 23°08'23", a chord be'aring South 7.8°48'5.3" E.ast for .a d,ist'ance of 29.1.19 feet, for an
arc distance distance of 293.18 feet ·t,o the point of compound eurvature of a curve to t.he right; Page 2 oj' :I 2llrn2 49 09 a53 
􀁐􀁁􀁒􀁃􀁾􀁌􀀠3 -j\RAPI',HO ROAD PROJECT RAILROAD EASEMENT 1 SOllTHE,ASTERLY, along the arc of said curve to the righ·t haying a radius of 778.32 feet, a central angle cf 4.8°33'26",
a chord bearing 'South 41"5:1'02" East for a distance' of 640.05 feet, fox an arc distance of 659.62 feet tb .the point of tangency of s,aid curve; SOOTH 17°34'19" EAST, a distance o·f
4.16 feet.to a po,int for corner; THENCE" SOUTH 72°25'41" WEST, departing said line, a di·stancecf 50.00 feet to the POINT ,OF BEGINN:ING; CONTAINHlG an area of 1. 􀀱􀀶􀁾5 acres or 50,727
sq4are feet o.f land within the metes recited. All bearings are referenced to the North Right of. Way line of Cent:urio,n: Way, called S 89°51' 55·" E, according of Lot :3, Surveyor
Additi,m, recorded in Vol. Deed R-ecord,s pf Qallas coun'ty, 􀁔􀀢􀀬􀁾􀂷􀁡􀁳􀀮􀀠to the 77173, final Page plat 135, A plat of description. even survey date herewith accomp,3nie s this
I, Hugh WilSall Knight, a Registered Professional Land Surveyor, hereby certify that the legal description hereon and the accompanying plat represent an actual survey made on the ground
under my superVision. :/'4./",􀁈􀁵􀁾􀁨􀀠' Ison Knig ,R.P.L.S. Texas Registra OR No. 4872 􀀯􀀯􀀻􀀢􀁾􀀭􀁯􀀯􀀠􀀿􀁾􀁧􀀢􀀠3 of 3 200l2t. 9 b9OSU 
Parcel 3 Railro'ad E"sement 2 FleIg Notel:lescription Arapaho Road Prqjec·t Town 'of Addison Dallas County, Texas BEING a description o.f a 0.8440 acre (36,764 square foet) tr.act of
lane! situated in the Edward Ceek Survey, Abstract Number 323, Town ef A.ddison, Dallas County, Texas, .and being a portion of a called 3 & 481100 acre tract of land conveyed td st.
Louis SGuthwestern Railway Company or Texas as evidenced by ,the deed recerded in Volume 278, Page 115 ef the Deed Records of Dallas County, Texas, and a portion ef a called 4 1/2 'lcr",
tract of land· conveyed to conveyed to St. Leuis Southwestern Railwi3Y Company ot Te1(as as evidenced by the deed recorded in Volume 279, Pat;re 449 ef said Q,eed Records; sai.d 0.8440
acre tract e.f land bE!in.;r mere particularly described by metes and beunds as f«llows; COMMENCING at the inters.ecti'·;n of the West lineefsaid called ';' & 48110.6 a.cre tract with
th« Noreh right ef way iine Qf Beltline Road (va.riable width), said poir.t being the southwest cerner of J.T. MeCords Revised Additien, an additien to t.he Tewn of A(foisen as evidenced
by 'the plat recerded in Volume 81082. Page '0469 of s.aid Deed Recerds; THENCE, NORTH 17°34'19" WEST, (Called North 25°06' West),alcng the cemmen Easterly line ef said called 3 & 481100
a.cre tract and W'esteJ:ly line of said J. T,. McCord$ Revised Additien, passing at a dis·ta,nce of 330.20 feet the common Nerthwest corner ef said J.T. McCords Revised Agoition and
Seuthw",st cerner ef a called 0.1'74 acre tract ef land conveyed to. James E. Sauls as evidenced by the deed recoroeo in Volume 77153, pa.;re 1028, ef said Deed Records, centinuing aleng
thecemmon East.er·ly line of said called 3 & 48/100 acre 'tract am:l Westerly line. if. $aid called O. 77,4aqre tract, ·a tot.al distane:eef 48'7.08 feet to a 3/4 inch i ren rod fpllnd
fer the Commen Northwest co.rner ef said cal1e<;i 9. 7.74acte tract and Southwest c;prr:1er of' Lot 2 o·f Sambuca II/Filling Stption Addition, at:! additior:1 tet.heTownef Addison as
evidence:d by by the plat record.ed in Vol.ume 94093, Page 06201 of s .. id Deed Records; THENCE, NORTH 15°07'17" WEST, (Called Nerth25°06' West), departing s.aid commen line and .along
the cemmon Easterly line or said calle.d 3 & 48/100 acre tr'act .and Westerly line ef said Lot 2, a distance of 5.08 feet to a point; ?<lye 1 of J 1001249 09055 
PARCEL 3 -ARAPAHO ROAD PRQJECT RAILROI\DEASEMENT 2 THENCE, SOUTf:I 72".25'41" WEST, depa,rting said common line, a distance of 21.45 feet to a po.int; THENCE, NORTH 17°3'l'19" WEST,
a distance. of 4.16 feet to the point of 9Ul'vature ijf a curve to the le'ft; THENCE, NORTHWESTERLY, al0ng the arc of said curve to the left having a r-adius ot; 778.32 fee.t, a central
angle of 04"14'01", a chord bearing North 19"41'2'0" West for a distance of 57.50 feet, for an arc distance or 57.51 feet to the POINT OF BEGINWING 'of the herein described tract, s'aid
.poin·t being 2.5 feet Eas·terly from the cent.erline of the existing railroad track, mei3s.ured at 􀁾􀀠right ,an.l;!le·; THENCE, NORTHWESTERLX, c;ontinuing ·along the arcot' said curve
to the left having a radius of 718.32 feet, a Central anqle of 14"i4'.54", .a cherd bearing North 28"55"47" West for <;l distance of 193. OEi feet, for an arc dist.:Hl.ceof 193.55 feet
to a point 25 feet 􀁗􀁥􀁳􀁴􀁾􀁲􀁬􀁹􀀮􀀠from the centerline of the existing railroad track, meas.ured at a right "ng).e, s<'l..id point oeing the beginnin'J of a non-t.angent curve to
the right; THENCE, along the Westerly line of the herein described tr.act, 25 feet from .and parallel or .qqncentric to the existing r;ailroa.d tract, the following courses and distan.ces:
NORTHERLY, along the arc of said curve to the ri.ght having a radius bf 1,059.32 feet, a central angle of 16·00';3;;:.... , a chord bearing North 00'4.8'16" West for a distance 01' 295.02
feet, for an arc 􀁤􀁩􀁳􀁴􀁡􀁮􀁾􀁥􀀠􀁯􀁾􀀠􀀲􀀹􀁾􀀬􀀹􀀸􀀠feet to the point of tangency of said curve; MORTHa? 0 12' 00 " EAST, ·a .disctance of 112.62 feet to the point of curvature o.f
a curve to the right; 􀁎􀁏􀁒􀁔􀁈􀁅􀁒􀁌􀁹􀀯􀁾􀁬􀁯􀁴􀀡􀁃􀁪􀁊􀀠the arc of said curve to the right having a radius of 4,60.7;3 feet, a Central angie of 2S"jtj'19", a chordbe'aring Nor.th
21"31'10" East for a distance of 227.9.0 feet, for an arc distanoe of 2 􀁾􀁏􀀮􀀠29 fecet to. a po.int in the corrimo.n North line. ()f Said called " 1/2 acre tract in the Smith line
:o.f a 100 ..foot Viide right of w<;l¥ conveyed to. Dallas' Area Rapid T,ransit Pr0perty AcquiSition Co.,rpora·tion as eV:\cdenced by tne deed rec(:n:ded in V01ume 91008, P',;ige 1390
of said De·sd Records; 10012 􀁾􀀠9 0 9 05 6 
PARCEL 3 -ARAPAHO ROAD PROJE.CT RAILROAD El;'I.SEMENT 2 THENCE, NORTH 65 °59' 11" EAST, departing said line <lndalong the common North lines of said called 4 112 acre tract and said
called 3 & 48/100 acre tract and So.uth li.i1e .of said Dallas Area Rapid Transit right of way, a distanc(S of 131. 54 feet to a, point being 25 feet Easterly from the Centerline of
the existing railroad track, measured at a rightangle, said point be.ing the beginning of a non-tangent ·curvetothe left; THENCE, <llong the Easterly line of the herein described tract,
25 feet from and parallel or conc(Sn.tric to the eXisting r'ailrCiad tract, thefollowing courses and distaf:\c.es: SOUTHERLY, along the atc df said curve to the left .having a radius
of 410.7-J,feet, a central angle of 44"42'59", a chord bearing South 29°33'3Q" \<Ie..,t f'or a distance of 312.48 feet, for an arc qistance of 320. 5? fe.et to the point of tangency
of ..,a1d curve; SOUTH 07°1i'oo" WEST, a distance of 112.62 feet to the point of curvat'.lreof a curve to the left; sotrTHE:RLY, along the prc of said curve to the left 􀁨􀁡􀁶􀁩􀁭􀁾􀀠a
radius of 1, Cl09. 32 fe'et, a central angle of 2?021'19", a chore! bearing South 05°58'39" East for a distance of 460.19 feet, for an arc distance of 464.28 feet to the POINT OF BEGINNING;
CONTAINING an area of 0.8440 acreS or 36,764 square feet Cif land within the metes recited. All bearihgs are referenced to the North Right of way line ·of centurion Way, called S 8·9°51·55.·..
8, accordj.ng to the final plat of Lot 3, Surveyor Addition, recorded in Vol. 77173, Page 135, Deed Records· of Dal1'as County, Texas. A plat of even survey date her<;!with accompanies
this description. I, Hugh WHsen Knight, .a Registered Professi.onal Land Surveyor, hereby certify that the legCll defsctiption hereon and the .accompanyingplat represent an actuCllsurvey
made on the ground under my supervision • .􀁦􀁦􀀯􀁊􀁾􀁾􀁾RrJ:g;R.f(L.S. Texas Regis,tratlon No. 4872 . //-&;>.. -0I 2001249 09057 
Parcel 3 Railroad E:asement 3 Field Note Description Arapaho Road Project Town of Addison Dallas County, Texas BEING a description'of a 0.4086 acre (17,800 square foot) tract of l,and
situated in th,eEdward Cook Survey, Abstract Number 323, Town ,of Addison" Dallas .County, Texas, and being a portion of a c.alled 3 & 48/100 acre tract of land conveyed to St. Louis
Southwestern Ra.ilway Company of Texas as ev1d9nc'ed by the deed reco.rded in Volume 278, Page 115 of the Dee'd Records of Dallas County, Texas, a portion of .a called 4 1/2 acre tract
of land conveyed to conveyed to St. Louis Southwestern Railway company of Texas as evidenced by the. deed recorded in Volume 279, Page 449 of said De,e,d f<.ecords: said 0.4086 acre
tract of land being more particularly described by met'es and bounds as fol.lows; COMMENCING at the west corner of said called Galloa of an acre' 'C'ra'ct in the South h!1e' of a 100
foot wide right 9f way c,cnveyed to Dallas Area Rapid T,ransit, Property Acquisiticm Corporation as evidenced py th.e deed recorded in V0lume9100S, Page 1390 ot said Deed Records, said
corner being the b,egirtnihg of .a nontangent curve to. the le'ft; THENCE, NORTHEASTERLr, departing said line and along the common North lines of said called 68/100 of an acre tract
and said called 4 112 acre tract and South line of said Dallas Area Rapid Transit right of way and along the arc pf s.aid curve to the left having a radius of 2914.79 f!"let, a central
i3ngle of 16°40'24", a chord bearing North 75°12-'07" East for 845.23 feet, fer an arc distanqeof 848.22 feet to' the POINT OF BEGIl!fflINGof the herein described t,ract'; THENCE, NQRT<lEASTERLY,
o,10n,g the common Nu;:th line of said called 4 112 aq:e tra,ct and South line of sa·i'a Dallas Area Rapid Transit right of way and said curve to' the left having a raciiu.s. of 􀀲􀁾􀁬􀀡􀁬􀀮􀀠􀀷􀁾􀁦�
�􀁥􀁴􀀬􀀠a eentral angle of Ob"52' 43",a C';hord bearing North 66°25'33" ,Ea,s.t for 44.10 feet, fpr an arc dist.anee of 44,70 feet to the point of tangency of said curve; THENCE, NOp,TH
65"59'11" 8jl.ST,coiltinuing a10.0g said, common line, a distance of 714.37 feet to' the beginning of a non-tangent curve to th. left; Page 1 of 2 20m2 It 9 0e0 5 8 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 3 THE:NCE, SOUTHERLY, departing said common line and along the arc of sai.ct curve to, the left having a radius of 460.73 feet, a central
angle of 05.42 1 37", a chord bearing South 32·59'01" West for a distance of 45.90" for an arc distance of 45.92 feet to a point 25 feet Southeasterly from the, North line of said called
4 1/2 'acre tract, measured at a righ't angle; THENCE, SOUTH 65·59' 11" WEST, 25 feet from anel parallel to the North linOl of said called 4 1/2 acre tract, a clist,ance of 66B. 42 feet
to the beginning of a non-tangent curve to' the l'eft; THENCE, WESTERLY, along the' arc of said curve to the left having a radius of 725.93 feet, a central angle of 04 ·34 '39", a cholCd
b;e-aring, Nor,th aa '05 1 4§" W,est fora distance df 57.98 feet, for an arc distance of 58.00 feet to the POINT OF a:e:G:nm::tNG; CONTAINING an area of 0.40B6 acres or 17,800 sgJlare
feet of land within the metes recited. All bearings are refer,enced to 􀁴􀁾􀁥􀀠North Righ't Righ't of Way line of centurion Way, called S a9'51' 55" E, ,according to the final plat of
Lot 3, Surveyor Addition" recorderi in Vol. 77173, Page 135, Deecj Recorris o'f Da lIas County, Texas. A plat of even survey date herewith accompanies this description. I, Hugh Wilson
Knight, a Registered Professional Land Surveyor, hereby certify that the legal descript,ion hereon and the accompanying pl'at represent an actlla,l survey made on the ground under my
s.tiperv,ision. • Page 2 of -2 2001249 09059 
-. y. 􀁾􀀺􀀭􀀺􀀻􀀮􀀠􀀢􀀢􀀭􀀺􀀾􀁾􀀭􀀧􀀠i L '., 􀀽􀀺􀁴􀀺􀁾􀀢􀁜􀀧􀀻􀀩 .\. , 􀁾􀀠'\\'. < , \ ';', 'T "...", ' \ '\ \ '\ o \D o GTi o 0'\. .::t" N 􀁾􀀠RAILROAD EASEMENTS IN THE E. COOK SlmV-EY
out OF PARCEL 3 ABSTRACr No. 326. EXHIBIT MAP TOWN OF APDISON ... ARAPAHO ROAD PROJECT DALLAS COt!N'tY, TEXAS 
EXHIBITC CERTIFICATION OF NON-FOREIGN STATUS Under Section 1445(e) of the Ihternal Revenue Code, a corporation, partnership, trust,or estate must withhold tax with respect to certain
transfers of property if a holder of an interest in the entity is a forei\ln person. To inform the transferee that n6 withholding is required with respect to UNION PACIFIC R.AILROAD
COMPANY's interest in it. the undersigned hereby certifies the followIng on behalf of UNION PACIFIC RAILROAD COMPANY (hereinafter the "COMPANY"): 1. The COMPANY is not a foreign corpqration.
'foreign partnership, foreign trust. or foreign estate (as those terms are defined in the Ihternal Revenue Code and. Income Tax Regulations); 2. The COMPANY's U.S. employer identification
number Is 94-6001323; and 3. The COMPANY'soffice address is 1416 Dodge Street, Omaha, Nebraska681.79 and state of incorporation is Delaware. The COMPANY agrees to inform the transferee
if it becomes a foreign persona! any time during the three year period immediately follOWing the date of this notice. The COMPANY understands that this certification may be disclose.d
to the Internal RevenUe Setvice by the transferee and that any false statement c.ontained herein could be punished by fine, imprisonment. or both. Under penalties of perjury, I declare
that I have examined this certification and t9 the best of my knowledge and belief it is ttlJe, cQrrect, and complete, arid I further declar.e that I have aL!thorjty to sign this document
on behalf of the COMPANY. 􀁾􀀰􀀱􀁾􀁾􀀠Title: 􀁁􀁳􀁾􀁩􀁳􀀡􀀼􀀡􀁲􀁩􀁉􀁖􀁩􀁤􀁥􀁐􀁲􀁅􀀡􀀤􀁩􀁤􀁥􀁲􀁩􀁴􀀠Date.: I p,-,At) .;2L:l!:J/C;\TEMPl1a:1S·9? SWD.dol>. lOfil2 49 0 9 06 I 
· ........ ... ".-:-.... . -. do: 
dOC) 1-07 􀁁􀁆􀁔􀁅􀁾􀁒􀁅􀁃􀁏􀁒􀁄􀁉􀁎􀁇􀀠RETURN TO. Attn: vA:Ri)L-t:::R.J 􀁾􀀠. HEXTER-FAIR TITLE COMPANY 8333 Douglas Avenue #130 Dallas, TX 75225 ' 1&49554 12126/01 3000538 $47 .00
Dee. 1819-92 SPECIAL WARRANTY DEED STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF DALLAS ) That UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, Grantor, for and
in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration paid to the undersigned by the Grantee herein named, the receipt and sufficiency of which
are hereby acknowledged and confessed, HAS GRANTED, SOLD, AND CONVEYED, and by these presents DOES HEREBY GRANT, SELL, AND CONVEY unto the TOWN OF ADDISON, a municipal corporation of
the State of Texas, Grantee, all of that certain real estate (the "Property") lying and being situated in Dallas County, Texas, more particularly described in Exhibit A attached hereto
and hereby made a part hereof for all purposes. Further reserving unto Grantor, its lessees, licensees, successors and assigns, three (3) perpetual exclusive easements over, across,
in, under, above and upon those areas of the Property (the "Easement Property") described in Exhibits B·1, B·2 and B-3 attached hereto and made a part hereof, in which areas Seller,
its lessees, licensees, successors and assigns may construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, railroad signal lines, railroad communication
lines, railroad appurtenances and other railroad facilities. Notwithstanding anything contained herein, this reservation is for the purpose of allowing Grantor to fulfill its obligations
as Lessor under any Lease, between the Seller and Dallas, Garland & Northeastern Railroad, Inc. ("DGNO") (the "Easement Property Lease"); provided, however, that Grantor recognizes and
acknowledges that Grantee is acquiring the Property for certain public purposes, including thEY' extension, construction, use, maintenance and repair of a public street and right of
way, together with incidental purposes in connection therewith, and Grantor and Grantor's lessees, licensees, successors and assigns shall not unreasonably interfere with Grantee's use
of the Property, including the Easement Property, subject to such Crossing Agreements entered into between Grantor and/or its lessees and Grantee. At such time as Grantor, in its sole
discretion, determines that the Easement Property is no longer required in connection with the railroad operations of Grantor or its lessees, licensees, successors or assigns, Grantor
shall convey the Easement Property to Grantee, in a form agreed to between Grantor and Grantee, C:\TEMPI-0023837.dOC 20012 4 9 0 9 0 4 2 
____ ______ This deed is made SUBJECT TO the following Ca) All taxes and all assessments, or, if payable in installments, all installments of assessments, levied upon or assessed against
the Property which became or may become due and payable in the year 2001 shall be prorated as of the date of delivery of this deed by Grantor to Grantee, said date being the 20th day
of December, 2001; and Grantee assumes and agrees to pay, or to reimburse Grantor for, if paid by it, all such taxes and assessments and installments of assessments applicable to the
period subsequent to the date of delivery of this deed and assumes all taxes and all assessments and all installments of assessments which may become due and payable after said year;
and b) All liens, encumbrances, clouds upon, impairments of and defects in the title created or permitted to be created by Grantee on and after the date of delivery of this deed by Grantor
to Grantee, and any and all restrictions and limitations imposed by public authority, and any easements, restrictions and/or outstanding rights of record, and exceptions, reservations
and conditions contained in prior deeds or open and obvious on the ground. (c) Licenses and other rights to use the Property ("Use Rights"), regardless of whether visible, open and obvious,
recorded or unrecorded or for public streets, rights of way or utilities. TO HAVE AND TO HOLD the Property, together with all and singular the rights and appurtenances thereto in any
wise belonging unto the said Grantee, its successors and assigns forever, and Grantor does hereby bind itself, its successors and assigns, to warrant and forever defend all and singular
the Property unto Grantee and its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof, by, through or under it, but not
otherwise, subject, however, as aforesaid. Grantor, Federal ID No. 94-6001323, is not a foreign corporation and withholding of Federal Income Tax from the amount realized will not be
made by Grantee. A Certification prepared in conformance with IRS regulations under Section 1445 of the Intemal Revenue Code is attached as Exhibit C. -II-. . Executed this K day of
􀁊􀀩􀂣􀀧􀀬􀁥􀁾􀁫􀁥􀁋􀀠,2001. UNION PACIFIC RAILROAD COMPANY, 􀁡􀁄􀀺􀀬􀀺􀁡􀁲􀁾􀁣􀁾􀁲􀁰􀁾􀁲􀁾􀁩􀁾􀁮􀀬􀀠///􀁌􀁻􀁾􀀠􀀸􀁹􀀺􀁟􀁾􀁾􀀠_ Title: Assistant Vice president 2 26012 􀁾􀀠9 0 9 0 4
3 • A: ••• 
STATE OF NEBRASKA ) ) ss. COUNTY OF DOUGLAS ) On 􀁾􀁣􀀺􀁴􀀧􀁩􀁴􀀠'2:) , 2001, before me, a Notary Public in and for said Coun!y' and State, personally appeared 􀀭􀀭􀀭􀀡􀁑􀀮􀁾􀀮􀁏􀁾􀀮􀀭􀀪􀀨􀀮􀁌􀀩􀁔􀀱�
�􀁬􀀮􀁾􀁏􀁤􀁊􀀡􀁇􀁵􀁵􀀮􀀢􀀬􀀭􀀭􀀭􀀺􀀺􀀭􀀭􀀭􀀺􀀭􀀺􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀺􀀭__ and C. 􀁾􀀮􀀠Pl8OZt....-,,4s$£S,7)'blr r/U:E 􀁂􀁴􀁥􀁳􀀮􀁻􀁾􀀠and Assistant Secretary, respectively, of UNION PACIFIC
RAILROAD COMPANY, a Delaware corporation, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument,
and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the persons, or the entity upon behalf of which the
persons acted. executed the instrument. WITNESS my hand and official seal. J; II GENEIW. NOJARY-Slate 01 Nebraska DAVID E. HOLT My Comm. Exp. Ocl 31. 2002 (SEAL) C:ITEMPI-0023837.doc
3 200124909044 
EXHIBIT A TO SPECIAL WARRANTY DEED FROM UNION PACIFIC RAILROAD COMPANY (GRANTOR) TO TOWN OF ADDISON (GRANTEE) 20012 􀁾􀀠9 0 9 0 4 5 
Parcel 3 Field Note Description Arapaho Road Project Town of Addison Dallas County, Texas BEING a description of a 7.3267 acre (319,149 square foot) tract of land situated in the Edward
Cook Survey, Abs'tract Number 323, Town of Addison, Dallas County, Texas, and being a portion of a called 3 &48/100 acre tract of land conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 278, Page 115 of the Deed Records of Dallas County,
Texas, a portion of a called 4 1/2 acre tract of land conveyed to conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 279, Page 449
of said Deed Records, and all of a called 68/100 of an acre tract of land conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 470.
Page 329 of said Deed Records; &aid 7.3267 acre tract of land being more particularly described by metes 􀁾􀁮􀁤􀀠bounds as follows; COMMENCING 􀁡􀁾􀀠a 5/8 inch 􀁾􀀮􀂷􀁶􀁮􀀠rod found
in the North right of way line of Beltline Road (variable width) at the intersection of the West line of said called 3 & 48/100 acre tract, said point being the Southeast corner of Lot
1, Block A of Beltwood Reservoir, an addition to the Town of Addison, as evidenced by plat recorded in Volume 90012, Page 3386 of said Deed Reccrds; THENCE, NORTH 17°34' 19" WEST, (Called
North 25'06' West), departing said North right of way line of Beltline Road, along the common West line of said called 3 & 48/100 acre tract and East line of said Lot I, Block A, passing
at a distance of 410.87 feet a 3/4 inch iron pipe found, continuing for a total distance of 462.01 feet to the POINT OF BEGINNING, said point being a point of curvature to a curve to
the left and the South corner of said called 4 1/2 acre tract; THENCE, NORTHWESTERLY, departing said common line and along the common Southwesterly line of said called 4 1/2 acre tract
and Northeasterly line of said Lot I, Block A, and along the arc of said curve to the left left having a radius of 714.00 feet, a central angle of 58°39'27", a chord bearing North 46"54'03-West,
for a distance of 699.46 feet, for an arc distance of 730.97 feet to the end of said curve at the East corner of said called 68/100 of an acre tract; Page 1 of 4 2D0I21J909046 
PARCEL 3 -ARAPAHO ROAD PROJECT THENCE, SOUTH 80"11'36" WEST, (called south 71"20' West), departing said cornman line and along the cornman South line of said called 68/100 of an acre
tract and North line of said Lot I, Block A, passing at a distance of 87.65 feet the cornman most Northerly Northwest corner of said Lot I, Block A, and East corner of a right of way
dedication for Arapaho Road as indicated on said plat of Beltwood Reservoir, departing said cornman 1 ine and continuing along the cornman South line of said called 68/100 of an acre
tract and North lines of said Beltwood Reservoir and said right of way dedication, passing at a distance of 480.26 feet the cornman Northwest corners of said "Beltwood Reservoir and
said right of way dedication and Northeast corners of Addison Restaurant Park, an addition to the Town of Addision as evidenced by the plat recorded in Volume 88066, Page 4219 of said
Deed Records and a 60 foot right of way dedication for Arapaho Road as indicated on said plat of Addison Restaurant Park, d"eparting said cornman line and along the cornman South line
of said called 68/100 of an acre tract and North lines of said Addison Restaurant Park and said 60 foot right of way dedication, for a total distance of 659.08 feet to an angle point;
THENCE, SOUTH 85"49'17" WEST, (called South 77"20'), continuing along said cornman line, a distance of 301.09 feet to the West corner of said called 68/100 of an acre tract in the South
line of a 100 foot wide right of way conveyed to Dallas Area Rapid Transit Property Acquisition Corporation as evidenced by the deed recorded in Volume 91008, Page 1390 of said Deed
Records, said corner being the beginning of a non-tangent curve to the left; THENCE, NORTHEASTERLY, departing said common line and along the common North line of said called 68/100 of
an acre tract and South line of said Dallas Area Rapid Transit right of way and along the arc of said curve to the left having a radius of 2914.79 feet, a central angle of 17" 33' 08",
a chord bearing North 74"45'45" East for 889.44 feet, passing at an arc distance of 578.08 feet the cornman most Northerly Northwest corner of said called 68/100 of an acre tract and
West corner of said called 4 1/2 acre tract, continuing along the cornman North line of said called 4 1/2 acre tract and South line of said Dallas Area Rapid Transit right of way, for
a total arc distance of 892.92 feet to the point of tangency of said curve; Page 2 of 4 2001249 09047 
PARCEL 3 -ARAPAHO ROAD PROJECT THENCE, NORTH 65° 59' 11" EAST, continuing along said common line, passing at a distance of 744.35 feet the common Northeast corner of said called 4 1/2
acre tract and Northwest corner of said called 3 & 48/100 tract, continuing along the common North line of said called 3 & 48/100 tract and South line of said Dallas Area Rapid Trans
it right of way, a total distance of 1033.95 feet to a point in the West right of way line of Addison Road (variable width); THENCE, SOUTH 00°18'13" EAST, departing said common line
and along said West right of way line of Addison Road, a distance of 4.42 feet to the North corner of Lot 3, Block 1 of Addison Car Care as evidenced by the plat recorded in Volume 87111,
Page 0286 of said Deed Records, said corner being the Easterly line of said called 3 & 48/100 acre tract, said corner also being the beginning of a non-tangent curve to the left; THENCE,
SOUTHWESTERLY, departing said line and along the common Easterly line of said called 3 & 48/100 acre tract and Westerly line of said Lot 3, Block I, Addison Car Care addition, and along
the arc of said curve to the left, 􀁨􀁡􀁶􀁾􀁮􀁧􀀠a radius of 714.00 feet, a central angle of 74°34'00", a chord bearing South 19°42'41" West, for 865.02 feet, passing at an arc distance
of 213.91 feet the common Southwest corner of said Lot 3 and Northwest corner of a 60 foot right of way dedication for Arapaho Road as indicated on said plat of Addison Car Care addition,
continuing along the common Easterly line of said called 3 & 48/100 acre tract and Westerly line of said right of way dedication, passing at an arc distance of 305.02 feet the common
Southwest corner of said 60 foot right of way dedication and Northwest corner of Lot 2, Block 1 of said Addison Car Care addition, continuing along the common Easterly line of said called
3 & 48/100 acre tract and Westerly line of said Lot 2, Block 1, Addison Car Care addition, passing at an arc distance of 569.05 feet the common Southwest corner of said Lot 2, Block
1, Addison Car Care addition and Northwest corner of Lot 1, Block 1 of said Addison Car Care addition, continuing along the common Easterly line of said called 3 & 48/100 acre tract
and Westerly line of said Lot I, Block 1, Addison Car Care addition, passing at an arc distance of 745.45 feet a 5/8 inch iron rod found for the common Southwest corner of said Lot 1,
Block 1, Addison Car Care addition and Northwest corner of Lot 1 of Sambuca II/filling Station Addition, an addition to the Town of Addison as evidenced by the plat recorded in Volume
94093, Page 06201 of said Deed Records, continuing along the common Easterly line of said called 3 & 48/100 acre tract the Westerly line of Page 3 of 4 2001249 09048 
PARCEL 3 -ARAPAHO ROAD PROJECT said Lot 1, Sambuca II/Filling Station Addition, for a total arc distance of 929.22 feet to the end of said curve; THENCE, SOUTH 15°07' 17" EAST, (Called
North 25°06' West), continuing along said common line, passing at a distance of 57.46 feet a 1/2 inch iron rod found for the common Southwest corner of said Lot I, Sambuca II/Filling
Station Addition and Northwest corner of Lot 2, Sambuca II/Filling Station Addition, continuing along the common Easterly line of said called 3 & 48/100 acre tract the Westerly line
of said Lot 2, Sambuca II/Filling Station Addition, for a total distance of 156.04 feet to a point for corner, from which to a 3/4 inch iron rod found for the Southwest corner of said
Lot 2, Sambuca II/Filling Station Addition bears South 15°07'17" East, a distance of 5.08 feet; THENCE, SOUTH 72°25'41" WEST, departing said common line, a distance of 95.60 feet to
the POINT OF BEGINNING; CONTAIN ING an area of 7.3267 acres or 319,14 9 􀁾􀁱􀁵􀁡􀁲􀁥􀀠feet of land within the metes recited. All bearings are referenced to the North Right of Way line
of Centurion Way, called S 89°51'55" E, according to the final plat of Lot 3, Surveyor Addition, recorded in Vol. 77173, Page 135, Deed Records of Dallas County, Texas. A plat of even
survey date herewith accompanies this description. I, Hugh IHlson Knight, a Registered Professional Land Surveyor, hereby certify that the legal description hereon and the accompanying
plat represent an actual survey made on the ground under my supervision. Hug ilson Kni ,R.P.L.S. Texas Registratlon No. 4872 􀀯􀀯􀀭􀀶􀀿􀁾􀀠􀁾􀁏􀀯􀀠Page 4 of 4 20m2 4 9 0 9 0 4 9 
,i. --􀁾􀀠: 8 : 0 g ii g C" '.'->; 􀀢􀁾􀀠t,...', PARCEL 3 ARAPAHO ROAD PROJECT 7.3267 AC. 319.149 SQ. FT. . I . \ i I .1 ,. , \ \, .. l. -\ \ .. t . \ _ ----;111.8 IN THE E. COOK SURVEY
ABSTRACT NO. 326 TOWN OF ADDISON DALLAS COUNTY. TEXAS \ \ \ 
EXHIBITS B-1, B-2, B-3 TO SPECIAL WARRANTY DEED FROM UNION PACIFIC RAILROAD COMPANY (GRANTOR) TO TOWN OF ADDISON (GRANTEE) 2001249 0905 I 
Parcel 3 Railroad Easement 1 Field Note Description Arapaho Road Project Town of Addison Dallas County, Texas BEING a description of a 1.1645 acre (50,727 square foot) tract of land
situated in the Edward Cook Survey, Abstract Number 323, Town of Addison, Dallas County, Texas, and being a portion of a called 3 & 48/100 acre tract of land conveyed to St. Louis Southwestern
Railway Company of Texas as evidenced by the deed recorded in Volume 278, Page 115 of the Deed Records of Dallas County, Texas, a portion of a called 4 1/2 acre tract of land conveyed
to conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 279, Page 449 of said Deed Records, and a portion of a called 68/100 of an
acre tract of land conveyed to St. Louis Southwestern Railway Company of Texas as evidenceo by the deed recorded in Volume 470, Page 329 of said Deed Records; said 1.1645 acre tract
of land being more particularly described by metes and bounds as follo,/s; COMMENCING at a 5/8 inch inch iron rod found in the North right of way line of Beltline Road (variable width)
at the intersection of the West line of said called 3 & 48/100 acre tract, said point being the Southeast corner of Lot 1, Block A of Be1twood Reservoir, an addition to the Town of Addison,
as evidenced by plat recorded in Volume 90012, Page 3386 of saia Deed Records; THENCE, NORTH 17·34' 19" WEST, (Called North 25°06' West), departing said North right of way line of Beltline
Road, along the common West line of said called 3 & 48/100 acre tract and East line of said Lot 1, Block A, passing at a distance of 410.87 feet a 3/4 inch iron pipe found, continuing
for a total distance of 462.01 feet to the South corner of said called 4 1/2 acre tract; THENCE, NORTH 72·25'41" EAST, departing said common line, a distance of 24.51 feet to the POINT
OF BEGINNING of the herein described tract, said point being 25 feet Southwesterly from the centerline of the existing railroad track, measured at a right angle; THENCE, along the Southwesterly
line of the herein described tract, 25 feet from and parallel or concentric to the existing railroad tract, the following courses and distances: Page 1 of 3 20012 14 9 0 9 0 5 2 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 1 NORTH 17"34'19" WEST, a distance of 4.16 feet to the point of curvature of a curve to the left; NORTHWESTERLY, along the arc of said
curve to the left having a radius of 728.32 feet, a central angle of 48"31'08", a chord bearing North 41"49'53" West for 598.49 feet, for an arc distance of 616.75 feet to the point
of compound curvature of a curve to the left; NORTHWESTERLY, along the arc of said curve to the left having a radius of 675.63 feet, a central angle of 33°11'16", a chord bearing North
83"52'48" West for 386.07 feet, for an arc distance of 391.52 feet to the end of said curve; SOUTH 75"37'38" WEST, a distance of 162.23 feet to a point in the common North line of said
called 68/100 of an acre tract in the South line of a 100 foot wide right of way conveyed to Dallas Area Rapid Transit Property Acquisition Corporation as evidenced by the deed recorded
in Volume 91008, Page 1390 of said Deed Records, said corner being the beginning of a non-tangent curve to the left; THENCE, NORTHEASTERLY, departing said line and along the common North
line of said called 68/100 of an acre tract and South line of said Dallas Area Rapid Transit right of way and along the arc of said curve to the left having a radius of 2914.79 feet,
a central angle of 5°46' 03", a chord bearing North 69°44' 56" East for 293.29 feet, for an arc distance of 293.41 feet to a point being 25 feet Northeasterly from the centerline of
the existing railroad track, measured at a right angle, said point being the beginning of a non-tangent curve to the right; THENCE, along the Northeasterly line of the herein described
tract, 25 feet from and parallel or concentric to the existing railroad tract, the following courses and distances: SOUTHEASTERLY, along the arc of said curve to the right having a radius
of 725.93 feet, a central angle of 23°08'23", a chord bearing South 78°48'53" East for a distance of 291.19 feet, for an arc distance of 293.18 feet to the point of compound curvature
of a curve to the right; Page 2 of 3 20m2 4 9 0 9 a5 3 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 1 SOUTHEASTERLY, along the arc of said curve to the right having a radius of 778.32 feet, a central angle of 48"33'26", a chord bearing
South 41"51'02" East for a distance of 640.05 feet, for an arc distance of 659.62 feet to the point of tangency of said curve; SOUTH 17"34'19" EAST, a distance of 4.16 feet to a point
for corner; THENCE, SOUTH 72"25'41" WEST, departing said line, a distance of 50.00 feet to the POINT OF BEGINNING; CONTAINING an area of 1.1645 acres or 50,727 square feet of land within
the metes recited. All bearings are referenced to the North Right of Way line of Centurion Way, called S 89"51'55" E, according to the final plat of Lot 3. Surveyor Addi tion, recorded
in VoL 77173, Page 135, Deed Records of Dallas County. 􀁔􀁾􀁸􀁡􀁳􀀮􀀠A plat of even survey date herewith accompanies this description. I. Hugh Wilson Knight, a Registered Professional
Land Surveyor, hereby certify that the legal description hereon and the accompanying plat represent an actual survey made on the ground under my supervision. Hugh' Ison Knig R.P.L.S.
Texas Registra 􀁾􀁯􀁮􀀠No. 4872 //-0;;;1-0/Page 3 of 3 2fJtl!2 4 9 0 9 0 5 4 
Parcel 3 Railroad Easement 2 Field Note Description Arapaho Road Project Town of Addison Dallas County, Texas BEING a description of a 0.8440 acre (36,764 square foot) tract of land
situated in the Edward Cook Survey, Abstract Number 323, Town of Addison, Dallas County, Texas, and being a portion of a called 3 & 48/100 acre tract of land conveyed to St. Louis Southwestern
Railway Company of Texas as evidenced by the deed recorded in Volume 278, Page ll5 of the Deed Records of Dallas County, Texas, and a portion of a called 4 1/2 acre tract of land conveyed
to conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 279, Page 449 of said Deed Records; said 0.8440 acre tract of land being more
particularly described by metes and bounds as follows; COMMENCING at the intersecti '>n of the West 1ine of said called ? & 48/100 acre tract with 􀁴􀁨􀁾􀀠North right of way iine of
Beltline Road (variable width), said point being the Southwest corner of J.T. McCords Revised Addition, an addition to the Town of Addison as evidenced by the plat recorded in Volume
81082, Page 0469 of said Deed Records; THENCE, NORTH 17°34' 19" WEST, (Called North 25°06' West), alcng the common Easterly line of said called 3 & 48/100 acre tract and Westerly line
of said J.T. McCords Revised Addition, passing at a distance of 330.20 feet the common Northwest corner of said J.T. McCords Revised Addition and Southwest corner of a called 0.774 acre
tract of land conveyed to James E. Sauls as evidenced by the deed recorded in Volume 77153, Page 1028 of said Deed Records, continuing along the common Easterly line of said called 3
& 481100 acre tract and Westerly line if said called 0.774 acre tract, a total distance of 487.08 feet to a 3/4 inch iron rod found for the common Northwest corner of said called 0.774
acre tract and Southwest corner of Lot 2 of Sambuca II/Filling Station Addition, an addition to the Town of Addison as evidenced by the plat recorded in Volume 94093, Page 06201 of said
Deed Records; THENCE, NORTH 15°07' 17" WEST, (Called North 25°06' West), departing said common line and along the common Easterly line of said called 3 & 48/100 acre tract and Westerly
line of said Lot 2, a distance of 5.08 feet to a point; Page 1 of J 181112 4 9 0 9 0 5 5 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 2 THENCE, SOUTH 72°25'41" WEST, departing said common line, a distance of 21.45 feet to a point; THENCE, NORTH 17°34'19" WEST, a distance
of 4.16 feet to the point of curvature of a curve to the left; THENCE, NORTHWESTERLY, along the arc of said curve to the left having a radius of 778.32 feet, a central angle of 04°14'01",
a chord bearing North 19"41'20" West for a distance of 57.50 feet, for an arc distance of 57.51 feet to the POINT OF BEGINNING of the herein described tract, said point being 25 feet
E:asterly from the centerline of the existing railroad track, measured at a right angle; THENCE, NORTHWESTERLY, continuing along the arc of said curve to the left having a radius of
778.32 feet, a central angle of 14°14'54", a chord bearing North 28°55'47" West for a distance of 193.06 feet, for an arc 􀁤􀁩􀁳􀁴􀁾􀁮􀁣􀁥􀀠of 193.55 feet to a point 25 feet Westerly
from the centerline of the existing railroad track, measured at a right dngle, sdid point being the the beginninv of a non-tangent curve to the right; THENCE, along the Westerly line
of the herein described tract, 25 feet from and parallel or concentric to the existing railroad tract, the following courses and distances: NORTHERLY, along the arc of said curve to
the right having a radius of 1,059.32 feet, a central angle of 16°00'32", a chord bearing North 00°48'16" West for a distance of 295.02 feet, for an arc distance of 295.98 feet to the
point of tangency of said curve; NORTH 07 "12' 00" EAST, a distance of 112.62 feet to the point of curvature of a curve to the right; NORTHERLY, along the arc of said curve to the right
having a radius of 460.73 feet, a central angle of 28°38' 19", a chord bearing North 21°31'10" East for a distance of 227.90 feet, for an arc distance of 230.29 feet to a point in the
common North line of said called 4 1/2 acre tract in the South line of a 100 foot wide right of way conveyed to Dallas Area Rapid Transit Property Acquisition Corporation as evidenced
by the deed recorded in Volume 91008, Page 1390 of said Deed Records; Page 2 of 3 10m2 49 0 9 0 5 6 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 2 THENCE, NORTH 65"59'11" EAST, departing said line and along the common North lines of said called 4 1/2 acre tract and said called
3 & 48/100 acre tract and South line of said Dallas Area Rapid Transit right of way, a distance of 131.54 feet to a point being 25 feet Easterly from the centerline of the existing railroad
track, measured at a right angle, said point being the beginning of a non-tangent curve to the left; THENCE, along the Easterly line of the herein described tract, 25 feet from and parallel
or concentric to the existing railroad tract, the following courses and distances: SOUTHERLY, along the arc of said curve to the left having a radius of 410.73 feet, a central angle
of 44"42'59", a chord bearing South 29"33'30" West for a distance of 312.48 feet, for an arc distance of 320.56 feet to the point of tangency of said curve; SOUTH 07"12'00" WEST, a distance
of 112.62 feet to the point of curvature of a curve to the left; SOUTHERLY, along the arc of said curve to the left having a radius of 1,009.32 feet, a central angle of 26"21'19", a
chord bearing South 05" 58' 39" East for a distance of 460.19 feet, for an arc distance of 464.28 feet to the POINT OF BEGINNING; CONTAINING an area of 0.8440 acres or 36,764 square
feet of land within the metes recited. All bearings are referenced to the North Right of Way line of Centurion Way, called S 89"51'55" E, according to the final plat of Lot 3, Surveyor
Addition, recorded in Vol. 77173, Page 135, Deed Records of Dallas County, Texas. A plat of even survey date herewith accompanies this description. I, Hugh Wilson Knight, a Reg istered
Pro fessional Land Surveyor, hereby certify that the legal description hereon and the accompanying plat represent an actual survey made on the ground under my supervision. 􀁈􀁕􀁧􀁾􀁾􀁾􀁌􀀮􀁓􀀮Texas
Registratlon No. 4872 //&:<. -0) 􀀲􀀰􀁏􀁴􀀲􀁾􀀹􀀠09057 
Parcel 3 Railroad gasement 3 Field Note Description Arapaho Road Project Town of Addison Dallas County, Texas BEING a description of a 0.4086 acre (17,800 square foot) tract of land
situated in the gdward Cook Survey, Abstract Number 323, Town of Addison, Dallas County, Texas, and being a portion of a called 3 & 48/100 acre tract of land conveyed to St. Louis Southwestern
Railway Company of Texas as evidenced by the deed recorded in Volume 278, Page 115 of the Deed Records of Dallas County, Texas, a portion of a called 4 1/2 acre tract of land conveyed
to conveyed to St. Louis Southwestern Railway Company of Texas as evidenced by the deed recorded in Volume 279, Page 449 of said Deed Records; said 0.4086 acre tract of land being more
particularly described by metes and bounds as follows; COMMENCING at the West corner of said called 68/100 of an acre tract in the South 􀁬􀁾􀁾􀁥􀀠of a 100 foot wide right of way ccnveyed
to Dallas Area Rapid Transit Property Acquisition Corporation as evidenced by the deed recorded in Volume 91008, Page 1390 of said Deed Records, said corner being the beginning of a
nontangent curve to the left; THENCE, NORTHEASTERLY, departing said line and along the common North lines of said called 68/100 of an acre tract and said called 4 1/2 acre tract and
South line of said Dallas Area Rapid Transit right of way and along the arc of said curve to the left having a radius of 2914.79 feet, a central angle of 16"40'24", a chord bearing North
75 "12' 07" East for 845.23 feet, for an arc distance of 84B.22 feet to the POINT OF BEGINNING of the herein described tract; THENCE, NORTHEASTERLY, along the common North line of said
called 4 1/2 acre tract and South line of said Dallas Area Rapid Transit right of way and said curve to the left having a radius of 2914.79 feet, a central angle of 00"52' 43" t a chord
bearing North 66"25' 33" East for 44.70 feet, for an arc distance of 44.70 feet to the point of tangency of said curve; THENCE, NORTH 65" 59' 11" EAST, continuing along said common line,
a distance of 714.37 feet to the beginning of a non-tangent curve to the left; Page 1 of 2 2001249 09058 
PARCEL 3 -ARAPAHO ROAD PROJECT RAILROAD EASEMENT 3 THENCE, SOUTHERLY, departing said common line and along the arc of said curve to the left having a radius of 460.73 feet, a central
angle of 05°42'37", a chord bearing South 32"59'01" West for a distance of 45.90, for an arc distance of 45.92 feet to a point 25 feet Southeas'terly from the North line of said called
4 1/2 acre tract, measured at a right angle; THENCE, SOUTH 65°59'11" WEST, 25 feet from and parallel to the North line of said called 4 1/2 acre tract, a distance of 668.42 feet to the
beginning of a non-tangent curve to the left; THENCE, WESTERLY, along the arc of said curve to the left having a radius of 725.93 feet, a central angle of 04°34'39", a chord bearing
North 88 ° 05' 45" West for a distance of 57.98 feet, for an arc distance of 58.00 feet to the POINT OF BEGINNING; CONTAINING an area of 0.4086 acres or 17,800 square feet of land within
the metes recited. All bearings are referenced to the North Right of Way line of Centurion Way, called S 89°51'55" E, according to the final plat of Lot 3, Surveyor Addition, recorded
in Vol. 77173, Page 135, Deed Records of Dallas County, Texas. A plat of even survey date herewith accompanies this description. I, Hugh Wilson Knight, a Registered Professional Land
Surveyor, hereby certify that the legal description hereon and the accompanying plat represent an actual survey made on the ground under my supervision. Page 2 of 2 20012 􀁾􀀠9 a9 0
5 9 
§ ..... ..... RAILROAD EASEMENTS OUT OF PARCEL 3 EXHIBIT MAP ARAPAHO ROAD PROJECT . " . . < \--" \ , . \ I"'·... IN THE E. COOK SURVEY ABSTRACT NO. 326 TOWN OF ADDISON DALLAS COUNTY,
TEXAS .\ \ \ ARS 
-------__ _____ EXHIBITC CERTIFICATION OF NON-FOREIGN STATUS Under Section 1445(e) of the Internal Revenue Code, a corporation, partnership, trust, or estate must withhold tax with respect
to certain transfers of property if a holder of an interest in the entity is a foreign person. To inform the transferee that no withholding is required with respect to UNION PACIFIC
RAILROAD COMPANY's interest in it, the undersigned hereby certifies the following on behalf of UNION PACIFIC RAILROAD COMPANY (hereinafter the "COMPANY"): 1. The COMPANY is not a foreign
corporation, foreign partnership, foreign trust, or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); 2. The COMPANY's U.S. employer
identification number is 94-6001323; and 3. The COMPANY's office address is 1416 Dodge Street, Omaha, Nebraska 68179 and state of incorporation is Delaware. The COMPANY agrees to inform
the transferee if it becomes a foreign person at any time during the three year period immediately following the date of this notice. The COMPANY understands that this certification
may be disclosed to the Internal Revenue Service by the transferee and that any false statement contained herein could be punished by fine, imprisonment, or both. Under penalties of
perjury, I declare that I have examined this certification and to the best of my knowledge and belief it is true, correct, and complete, and I further declare that I have authority to
sign this document on behalf of the COMPANY. 􀀬􀁾Title: Assistant Vice President 􀁄􀁡􀁴􀁥􀀺􀀭􀀭􀀽􀀭􀀯􀁾􀀬􀀭􀀭􀀭􀁟􀁐􀁏􀁾􀂷􀁟􀀮􀀮􀀲􀁌􀀨􀀺􀁊􀀠/_ C:ITEMPI1819·92 SWD.doc 200124.9 09061 
16801 Weslgrove ADdison IX, 75001 Town of AddisonPhone: 972-450-2860 Fax: 972-450-2837 To: Guy Van-Baulen From: Jenny Nicewander 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠-----------------------Fax: 972-361-0065
Dat." October 27, 2004 Phone: 972-361-0064 Pages: 8 Re: Storm Sewer Manholes CC: o Urgent 􀁾􀀠For Review o Please Comment 0 Please Reply 0 Please Recycle -Comments: Guy -Andrew asked
that I get him the type of storm sewer manhole we want for this project. I have attached what the distributor has sent me. This will all be time based. If they need to put on manhole
covers ASAP then we'll have to go with the plain "DUMP NO WASTE" manholes with lockable covers. If they can wait or put temporary covers on the manholes, then we would want the Covers
with the Town of Addison logo. I' 
East Jordan Iron Works, Inc. 270 Redwing Road Ardmore OK 73401 580·389·5010 or 800.-626-4653 580-389-5012(Fax) Fax. -I To! Jenny NicGwander "ro"" Tim Powell xi!S6 or tpoweJl@ejiw.com
Ph"ne: 972·450·2860 P"II"5'--!--.""".5 fax! 972-450-2837 iOaIe: 10{25/2004 Re: 􀁾􀁣􀀬􀀠_. o Urgent Ii'IFor Review o Please Comment 0 Please Reply o Please RecyCle ! i Jenny, Here is
what you Med for the 􀁤􀁥􀁬􀁡􀁾􀁳􀀠you senl over. For the manholes you will need the V112112024 􀁣􀁯􀁶􀁥􀀨􀁗􀁾􀁨a V1864 ring(this is a TxDOT Standard). On the cover we can provide Addison
Logo "Storm 􀁓􀁥􀁷􀁥􀁾􀀧􀀠lettering or you can us", the "DUMP NO WASTE" 2024 Cover. II YQU require tM Addison Logo, I'll need an approximate annual usage and YQur approval on the submittal
drawing. For the Storm inlets, I woutd suggest the "Dump No Waste" Lockable Cover (Fleference DWG 35102209), We aJsohave it as a Plain cover with "Slorm Drain" (NO Fish LOGO). Bass &
Hays(Our Dallas Distributor) will have the DNW Fish Logo Covers in stock. The Addison Logo "Storm Storm Sewer" will be 4-5 weeks ARO. Please call if YQu have any questions or comments.
Thank You For You Business 􀁾􀁾􀁉􀁽􀁊􀀠􀁾􀀠..􀀢􀁾􀁾􀀭􀁾􀁾􀀠Tim Powell Proudly Made In Oklahoma, USA!!! 
'" '" '" (§I 􀁾􀀠co I 􀁾􀀠 􀁾􀀠I ito :;j ... '" ., :> " ,.,.. :>,. " ... .." .. :> ., 􀁾􀀠􀁾􀀠􀁾􀀠,,, ,• :>• 1/4" [6mm] 24" OIA 1 1/4" RAISED LETTERING (RECESSED FLUSH) CUSTOM LOGO 2" [51mm] SEE PICKBAR DETAIL 3/4" [19mm] lETTERING RECESSED (changed annually) 1 1/4" RAISED LETTERING
(RECESSED FLUSH) J/S" RAISED LrnERING [610mm] --------l 2 1/2" 􀁾􀀶􀀳􀁭􀁭􀁝􀀠1· [25mm] 7/8" [22mmJ COVER SECTION 1" DIA[25mm] 2 13/16" [71mm] 8H400-24 , 􀀺􀁾􀀺􀀠' \ I__ , • J 041.1210.31
611!!1 V-1121 ..,/I»I1'II. • BOTTOM VIEW OF COVER 33 /4"11 I [96mm] 􀁾􀀠1 7/8"1r-[48mm] 􀁉􀁾􀀠: '6'-;;01!2) Y/J 2 13/16" [72mm] 􀁂􀁾􀁐􀁉􀁃􀁋􀁂􀁁􀁒DETAIL y MACHINED SURFACE EAST JORDAN
IRON WORKS, INC. P,O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4-100 fAX: 231-536-4458 DRAWN SMH DATE 02/09/04 APPROVED I DATE COVER PRODUCT NO. 41121038 CATALOG NO• V-1121 REF. PRODUCT
DRAWING 41121038 EST. WT. COVER: 188 LBS 85kg . --N/A MAT'L SPEC. COVER -GRAY IRON ASTM Me CL3SB LOAD RATING HEAVY DUTY 
SH400-14 ,\ :Cl I• (changed annually) ,n1110ll FJNJ V-1121 IIO/fiiVYR • ><'" 􀁾􀀠􀁾􀀠" 5 1 1/4" RAISED lETTERING (RECESSED FLUSH) CUSTOM LOGO 2" EAST JORDAN IRON WORKS, INC. P.O. BOX
439 EAST JORC>AN , MI. 49727 1-800-874-4100 FA)(; 231-536-44513 DRAWN SMH DATE 02/09/04 APPROVED I DATE r [51mm] ! SEE PICKBAR DETAIL COVER PRODUCT NO. 24" DIA 3/4" [19mm] LmERING RECESSED
1 1!4"RAISED lETTERING (RE'CESSED FLUSH) 􀀳􀀯􀀸􀁾􀀠RAISED LmERING [610mm] -----1 2 1/2" " 􀁾􀀶@i%07 ff 3mml 0"PJ'fogp I:w74?J 1/4" [Smm] 1" (25mm] COVER SECTION BOTTOM VIEW OF COVER
CATALOG NO. 􀀮􀀭􀁜􀁬􀁾􀀮􀀱􀀮􀀱..21 REF. PRODUCT DRAWING 1 EST. VlL 3 􀀳􀀯􀀴􀁾􀀱􀀱􀀠[96rpm] 1 7/S"1 COVER: ISS lBS SSkgri[48mm], __􀁾...􀁟􀁾􀀮􀀠; ¥'622X f2> j?,;j N/A 7/8" [22mm) MArl
SPEC.2 13/1S" COVER -GRAY IRON[72mm] ASTM M8 CU58 1" OIA 􀁂􀁁􀁾􀁐􀁉􀁃􀁋􀁂􀁁􀁒DETAIL[25mm) 2 13/16" LOAD RATING[71mm) " MACHINED SURFACE HEAVY DUTY 
'" 􀁾􀀠o t§J EAST JORDAN IRON WORKS, INC. P.O. BOX 439 3/4" RAISED LETTERING EAST JORDAN. MI. 49727(RECESSED FLUSH) 1-800-874-4100 fAX 231-536-4458 .0. : /,\\ " :, _. DRAWN DATE Tel
D8/OS/03 2" APPROVED I DATE [51mm] 2024A COVER SEE PICKBAR DETAIL PRODUCT NO.fjl!Ii -2D24A SPECIAL lOGO 00202425 INSERT -CATALOG NO. 1 1/4· RAISED LETTERlNG (RECESSED FUJSH) 80TIOMVIEW
2024A 1/2" RAISED LETTERING OFCOVEA(RECESSED FLUSH) REf. PRODUCT DRAWING 202442[95mm] I 7/8"2 1/2" (-4Bmm]24" DIA ==l .3 3/4!'n f EST. wr.[610mm] [63mm] .3 1/16" [78mm] I COVER:V,· 􀁾􀀠􀁛􀀬􀀬􀁾􀁭􀁝􀀠
r 3/'. J! I A .... 190 LBS 86 kg [Smm] --Li . [19mm} " j 􀀺􀂻􀂻􀀮􀁾􀀠1 3/4 OPEN AREA 􀁾􀁾􀁾J' IJ [l>44mmJ N/A 2 13/16" . ," 􀁛􀀲􀀵􀁭􀁰􀁩􀁊􀁉􀀼􀁾COVER SECTION [71mmJ HRS PICKBAR DETAIL
MAT'L SPEC. COVER -GRAY IRON ASTM M8 CL35B LOAD RATING HEAVY DUTY-oJ MACHINED SURFACE ><:;; 􀁾􀀠;;: " 􀁾􀀠 􀁾􀀠, 􀁾􀀠􀁾􀀠3 ••> > ,,, 
•• ... <> <> /§l ><'" z '" ::. ;:>... " " " 􀁾􀀠" I '" 􀁾􀀠􀁾􀀠" 􀁾􀀠• ,"' , , ,• > ,• EAST JORDAN IRON WORKS, INC. fA I fl" o P.o. BOX 439 ' EAST JOROAN, 1.11. 49727 1-800-874-4100
FAX 231-536-4458 DRAWN DATt: SBB 08/21/01 APPROVED I DATE '", 0' c·..I;;: ,.... MANHOLE ..-," FRAME PRODUCT NO. 41874010 CATALOG NO. V-1874 REF. PRODUCT DRAWING28 1/2" DIA [724mm] ------1
418740101 " [25mm] EST. WT.241/4" DIAl 2 3/4"[616mm] RING: 185 LBS B4kg 6" [152mm) OPEN AREA N/A MAT'L SPEC. RING GRAY IRON ASTM M8 CL352.2 1/8 DIA[562mm] 23 11/16" DIA􀁾􀀠[602mm] LOAD
RATING HEAVY DUTY SECTION -oJ MACHINED SURFACE 9/16" [14mm] =jl [70mm] n 
•• ! 􀁉􀁾􀀠 >< 􀁾􀀠" 􀁾􀀠il ::> 􀁾􀀠 .."'., , '" •," , , ,•> 􀁾􀀠> ) , , KEYED LOCK ASSEMBLY 1" [25mm] LETTERING 1􀁾􀀠[25mm} LETTERING lS 7/S"nlA .1 3/+"[479mm] [19mm]r-7/S" (22mmJ COVER
SECTION 102L .J5'02TOQ lio/llI;y/n! x ASn.t44/)CU"g @BOTTOM VIEW EAST JORDAN IRON WORKS, INC. P.O. BOX 4.39 EAST JORDAN, ML 49727 1-800-874-4100 FAX 231 -5.35-4458 DRAWN SMH DATE 11/14/03
APPROVED I DATE LOCK COVER ASSEMBLY PROOUCT NO. 35102209 CATALOG NO. 102 LOCK REF. SALES DRAWl NG 35102109 EST. 'NT. COVER: 50 LBS 25kg OPEN AREA N/A MAT'L SPEC. COVER -CAST IRON ASTM
M8 CL358 LOAD RATING LIGHT DUTY 
to o /§l >< i!l z => ;:>... " 􀁾􀀠'" il ,'" .....,'" 􀁾􀀠􀁾􀀠,, 0 "? 0 , "> •c• >, , < •5 ,, ;, ; < 011.. 􀀮􀁾􀁲􀀭􀀺􀀠-' ... II., EAST JOROAN IRON WORKS, INC. P.o. BOX 439 EAST JORDAN.
MI. 49721 1-BOO-B74-4100 FAX 231-536-445B DRAWN SMH DATE 10/04/01 APPROVEO I DATE 102LINLET RING PRODUCT NO. 35202000 CATALOG NO. 102L REF. PRODUCT DRAWING 22" Dill 35202000 I t EST,
WT. 19 III [ 7/8" FRAME: 50 LBS 23kg L 11 5/8" [16mm] Ttz@I 􀁾􀀠Ie r nJ .i 􀁹􀁾􀀠7/10" J <VA' [llmm] -18" OIA 􀁾􀀠I[457mm] • rl t3 1 [g' 22mm] 3/16" mm] , OPEN AREA N/A MAT'l SPEC. RING
-GRAY IRON ASTM M8 CL35 18 3/4" 0111 _____-1.. [4-76mm] LOAD RATING RING SECTION HEAVY DUTY 
i .515(j Sun.!}"Or IJfwJ .,iddisrll1. r.r ":jflf)jI : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS 􀁣􀁲􀀲􀀭􀁊􀁉􀁩􀀯􀁾􀁦􀀩􀁻􀁪􀀶􀁦􀀠(FAX /(:;-1-36j..IJM5 h'lnl'.hmb,ct>lil October 21, 2004
Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX. 76006 Attention: Mr. Ben Withered Re: 12" Sanitary Sewer Installation and Material Dear Mr. Withered During
the installation ofthe 12 inch Sanitary Sewer within the Steel Casing at the designed arc section ofsewer line from existing manhole located at Station 0+99 to 2+00, Archer Western Contractors,
Ltd. was directed to stop and correct the alignment ofthe new 12 inch sanitary sewer line to eliminate the over bending!opening ofthe bell to spigot connection at the end ofthe 40ft
straight section within the steel casing. While in the field, different options were discussed by Archer Western Contractors, Ltd. personal, Town ofAddison and HNTB, while in contact
with the design engineer. It was determined that Archer Western Contractors, Ltd. would have to open the bell to spigot connection to make the 12" main arc to the required radius to
hit the 'IT near station 2+0P heading in the East direction. Archer Western Contractors, Ltd. may open the bell to spigot to the manufacture's ma::cimum recommendation while maintaining
the required slope fur the sanitary sewer pipe within the steel casing. Archer Western Contractors, Ltd. will provide the manufacture's recommendation for the operation and make all
correct work to meet the required contract design at no additional cost to the Town of Addison. 􀀺􀀻􀁲􀀯􀀮􀀮􀁢􀁾Guy 􀁖􀁡􀁮􀁾􀁡􀁵􀁉􀁥􀁮􀀬􀀠E.I.T. HNTB Cotporation Attachments: cc: Project
File Steve Chutchian, Town of Addison Michael Ebeling, HNTB Cotporation Jerry D. Holder, HNTB Cotporation rheHNTB Companies """'ICES: 􀁁􀁌􀁅􀁘􀀮􀀮􀁾􀀧􀁦􀁦􀁩􀁦􀁴􀁬􀀺􀁜􀀧􀀠􀁖􀁾􀀠􀁁􀀮􀁾􀁁􀁐􀁏􀁬􀀡􀀵􀀮􀀠!
<oro: ATLA,..A. G.\; AUSTIN. TX. BATOl't ROLlO£, LA; BOSTON, MA: 􀁃􀁬􀁪􀁁􀁒􀁌􀁅􀁓􀁔􀁏􀁾􀀠cs: CftARLESrOl'( \"IV: Cf{tCA(;Q, n.. CLE"IECJ\i'''D. 011: ;:OLlNSUS. OH: DALLAS, TX: OIO",·VF.R,.
co; OJITPf.lrT, Mf: GI.Kl?'>.'S. WV: FAIRFIELD. !'<1: fT. WORiH. TC<: 'Ml'tTFORO. 0; HOllSTOW. TX'.l!-<'DtA.....APOLIS, rN; IR\'t'-'E. 􀁣􀀮􀁾􀀠􀀢􀁋􀀮􀁾􀀢􀀧􀁓􀁁􀀮􀁬􀀻􀀠CITY. 
1515f) 􀁓􀁬􀁾􀁲􀀬􀀬􀀧􀀭􀁥􀀮􀁪􀀢􀁯􀁲􀀠Elva􀁁􀁤􀁤􀁬􀁾􀀭􀁯􀁮􀀮􀀠TX 75fJOl ARCHITECTS ENGINEERS PLANNERS (F.·U" 19....2-36J-OO(j5 www.hnrh.com October 21, 2004 Archer Western Contractors,
Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Reinforcement Steel for the Column -Bent 13 Dear, Mr. Withered Last Friday, Archer Western Contractors,
Ltd. chose the option to eliminate Bars V by Extending the Bars FD into the Cap as required for Bars V. During the installation of the subject referenced above, some unforeseen problems
occurred which has caused the vertical reinforcement steel to be out of plumb and beyond the required clearance limits. Archer Western Contractors, Ltd. is directed not to proceed with
any corrective work on the reinforcement steel for Bent 13 Column until a corrective procedure has been submitted by Archer Western Contractors, Ltd. and accepted by the Engineer. Thank
you. 􀁍􀁦􀀻􀁾􀀠HNTB Corporation Attachments: cc: Proj ect File Steve Chutchian, Town ofAddison ofAddison Michael Ebeling, HNTB Corporation Jerry D. Holder, HNTB Corporation The HNTB
Companic:i OI'F1C'ES: . .!J.EX,''''"DRIA VA: 􀁁􀀮􀁾􀁘􀀬􀁜􀁐􀁏􀁌􀁬􀀮􀀢􀀮􀀠:-'11); .\Tt.......:-.."TA. GA: AP'TDl. TX. B,>.rON ROl'GF_ LA; BOSTON.:>'{A; CHI\R.LESTON. CS: CHARlESTON. ,\\'Y:
ClUCAGO. 0.: CLEVEt......."I1), 011. 􀁣􀁯􀁵􀀮􀀺􀀧􀁾􀁲􀁂􀁥􀀡􀀧􀀺􀀮􀀠OH: DALLAS. TX: DE:-.....'1'R.. co: DETROIT. 􀁾􀁉􀁉􀀺􀀠EU:Il'j:;;' WV: F,\JRFrELD. NJ: FT. WORTH. TX: HARTFORD. CT:
HCl!STON. TX: 􀀱􀁾􀀧􀁄􀁉􀁁􀀮􀀢􀀢􀁁􀁐􀁃􀁌􀁬􀁓􀀮􀀠IN: IRYlNE. 􀁃􀀮􀁾􀀠K.o.NS,>.5 CITY, 
15151) Surveyor Blvd Addisrm, 'IX 75001ARCHITECTS ENGINEERS PLANNERS 􀀹􀀺􀀭􀀲􀀭􀀳􀀶􀀱􀁾􀀱􀀩􀀨􀀩􀀶􀀴􀀠(FAX)9"2-36J·()I)65 www.hnrl:q-;om October 15, 2004 Archer Western Contractors, Ltd.
2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Box Culvert Operation Dear, Mr. Withered During the yestetrlay installation ofthe subject referenced above,
it was pointed out that the Hanson 9ft x 5ft Precast Box Culvert had a production date ofOctober 8, 2004. Archer Western Contractors, Ltd. is directed to stop all backfill over or along
side and placement of the Manitowoc W4000 crane over the box culvert until documentation is provided showing the box sections have been cured for a sufficient length of time so that
the concrete will develop the specified compressive strength in 28 day or less by which ever methods Hanson Pipe Product utilizes. Thank you. 􀁒􀁥􀁆􀀩􀁩􀁾􀁾􀀠Guy Van 􀁾􀁥􀁮􀀬E.I.T. HNTB
Corporation Attachments: cc: Project File Steve Chutchian, Town of Addison Michael Ebeling, HNTB HNTB Corporation Jerry D. Holder, HNTB Corporation The HNTB Companies OfFICES: AL£X.-u.1)JllJA
V,'I; """'X-'JlOI..I" :\10; ATt.-\m'A. Ok At'f>W, rx. SATO)'! ROUO£. v ..:BOSTQ;'i, MA; CH,>JU.£STO'N. l7S: CHARLESTON. WY: CHlCM"O, n.: CL'EVELA..'ID, ClH; 􀁃􀁮􀁌􀁬􀀮􀁬􀁾􀁓􀁕􀁳􀀮􀀠OH.
OALLA'>. tx: O£;"'''\'iUl '(0: DETROIT, 􀁾􀁲􀁲􀀻􀀠ELKINS. WV: FAJRf1ElD,;'i!; FT. WOR'iH. 􀁾H,1>RTFOP.D. C"T; TfOI,ISTON. TX; INnL"-NN'Ol,./S, fN; 􀁭􀁜􀀧􀁾􀀢􀁅􀀠CA:. K..>"NSJ\S em',

__ The ElNTE Comvanies October 26, 2004 Date: To: 􀁍􀁲􀀺􀀢􀁾􀁴􀁥􀀮􀀧􀀺􀀧􀀨􀁪􀁦􀁾􀁾􀁡􀀱􀁬􀀺􀁈􀀢􀀠Re: 􀁁􀀡􀁡􀀮􀁰􀁴􀁬􀀩􀁬􀀨􀀩􀁾􀁾􀀺􀀺􀀺􀀺􀁉􀀿􀁐􀀧􀁉􀀮􀁬􀁓􀁥􀀮􀁊􀁉􀀮􀁬􀀺􀀺􀁉􀀿􀁲􀀮􀁣􀀾􀁪􀁥􀁴􀁬􀁴􀀢􀀢􀀠Town
ofAddison 􀀢􀁾􀁵􀀮􀀡􀀡􀁥􀀮􀁙􀀮􀀨􀀩􀀢􀁲􀀢􀀱􀀳􀀱􀁶􀁤􀀮􀀺􀀢􀁴􀀨􀀩􀀢􀁍􀀴􀁩􀁳􀀨􀀩􀁉􀀡􀀺􀁾􀀢􀀢􀀠""""""""" """"" p"o" Box 9010 􀁬􀀧􀁲􀁯􀁩􀁾􀀺􀁎􀀮􀀨􀀩􀀢􀁯􀀮􀀴􀀮􀁾􀁾􀁾􀀠"""""H"""""""""""""""""HHm
16801 Westgrove Drive Addison, TX 75001 WE ARE FORWARDING TO YOU: I2l Attached o Under separate covervia: _______________ o Plans o Shop Drawings o Copy of Letter o Originals o Specifications
o Change Order o Proposal o Reproducibles o Estimates o Samples o Reports o Prims o NO. OF SHEET NO. LAST DATED DESCRIPTIONCOPIES 4 pages Price Proposal for TXU Duct bank at Midway1
10/18/04 """""""""""""""""""""""""""""1"""""""""""""""""""""""""""""""""""""""""""1""""""""""""""""""""""""""""""""""""""""t"""""""""""""""""""""""""""""""""""""""""" """""""""""""""""""""""
""""""""""""""""""""1"""""""""""""""""""""""""""""""""""""""""1" """""""""""""""""""""""""""""""" "H"I """"""""""""""""""""""""""""""""""""""""""1"""""""""""""""""""""""""""""""""""""""""""""
"""""""""""""""""""" """""""""""""""""""I"""""""'""'""""""""HH'"H""'"'"""""H"" "" " ""H"HH "H"H" "" ""H"H"H"""H""H"H"H'H"H" " """'""H""""HHHH"H" THESE ARE TRANSMITIED: o For approval
o Resubmit __ copies for review o No exceptions taken (NE) o For your use o Submit __copies for distribution o Make corrections noted (ME) o As requested o Return __ corrected prints
o Amend and resubmit (AR) o For review and comment 0 _________ o Rejected -See remarks (RE) PLEASE NOTE: ""'"'""""""/"'"'"""'"""'""'""'"""'"""" """"""""..".,"' '"""'"'"""""""""'""".,...."
'" """"""""""'"'" COPY TO: File Michael Ebeling, HNTB Corporation Jerry Holder, HNTB Corporation uy Van Saulen, HNTB Corporation 􀁂􀁙􀀺􀁾􀀮􀀮􀁴􀀮􀀼􀀡􀁢􀁰􀀮􀁌􀁣􀀺􀀻􀀺􀀢􀀭􀁖􀀧􀀬􀀭􀀬􀀦􀀠J

Archer Western Contractors October 26, 2004 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town ofAddison TXU Duct bank DearGny: Archer Western Contractors
has enclosed change proposal If 2 for your approvaL This proposal is for furnishing and installing the duct bank conduits per the drawings received from your office. The total price
for this work is $ 521,472.40 and will add 22 days to the contract. TItis allows a two week window for TXU to relocate their existing cables to the duct banks. This includes all conduits
and manholes shown on TXU drawing, traffic control, barriers, striping, pavement! sidewalk removal and replacement, landscaping removal, and temporary erosion control measures. This
proposal excludes any tree replacement along Midway Road within the easements. Ifthis proposal is acceptable please forward a change order for our signature. Ifyou require additional
inronnation, please contact me at 817-640-3898 or 817-401-7202. Sincerely, d; 􀁩􀁡􀁾􀁊􀀠FQI!. B.w. Ben Withered Project Manager Encl: CO #3 Cc: Don Good 2121 Avenue J, Suite 103 A Member
of The Walsh GroupArlington, Texas 76006 An Equal Opportunity EmployerPhone: 817.640.3898 Fax: 817.640.8734 WWW.\VAIRhr1l·nlln I"f"Im 
A-W October 18. 2004 Town of Addison ITEM OF WORK: TXUDuctbank 204059 A-WWork UNIT EST.QTY. UNIT PRICE TOTAL Traffic handling & barricades Ls 1 $ 11,307.00 $ 11,307.00 FumishlSetiRestiRemove
Barriers Ls 1 $15,842.00 $ 15,842.00 Box Culvert at Midway -Loss Ls 1 $13,805.00 $ 13,805.00 Remove & replace pavement Ls 1 $25,309.00 $ 25,309.00 Remove & replace erosion control La
1 $2,300.00 $ 2,300.00 $0.00 $ -: $0.00 $ -$0.00 $ -. . SUBTOTAL SUBCONTRACTOR COST $ 68,563.00 COMPENSATION (SUBTOTAL SUB COST AT 15%) $ 10,284.45 TOTAL SUBCONTRACTOR COST $ 78,847.45
TOTAL COST OF ADDED ITEM UNIT PRICE(TOTAL COST DIVIDED BY EST. QTY.) $ Work Description: Page 4 
Subcontractor October 1 a. 2004 Town of Addison ITEM OF WORK: TXU Duct bank 204059 SUBCONTRACT UNIT EST.QTY. UNIT PRICE TOTAL S & J Electric La 1 $ 365,000.00 $ 365,000.00 Slripinq Ls
1 $1,000.00 $ 1,000.00 Landscape removal & replacement Ls 1 $10,000.00 $ 10,000.00 I SUBTOTAL SUBCONTRACTOR COST COMPENSATION (SUBTOTAL SUB COST AT 15%) TOTAL SUBCONTRACTOR COST TOTAL
COST OF ADDED ITEM UNIT PRICE(TOTAL COST DIVIDED BY EST. QTY.) Work Description: $ 376,000.00 $ 56,400.00 $ 432,400.00 $ Page 4 
Archer Western Contractors, L TO. Town of Addison CHANGE PROPOSAL SUMMARY 591 (I VI Plano Palkw§ DATE: Plano. TX 75093 PROJECT:TO: 􀁾􀁈􀀡􀁎􀁔􀁾􀁂􀀡􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠PROJECT NO.:
ATTENTION: GUll V"" Bo""'" CO NO,: 􀁄􀁾􀁾􀁩􀁯􀁮􀀺􀀠TXU Duct bank A TOTALA· VI COST $ 7!lJ147,45 SUBTOTAL $76.841.451 E SUBCONTRACTOR COST $ 432,400,00 SUBTOTAL $432.400,001 G TOTAL DIRECT
JOB COST $511 ,247.451 H BONO 􀁾INSURANCE AT 2 % $10.224,951 TOTAL CHANGE PROPOSAL COST $521.47240 TIME EXTENSION IN DAYS FOA THIS CHANGE Date Page 1 
ARCHER WESTERN CONTRACTORS, LTD. SEP 1 0 2004 2121 Ave J, Ste. 103 Arlington, Texas 76006 HNTB CORPORATIONALLAS, TEXAS PH: (817) 640-3898 FAX: (817) 􀀶􀀻􀁾􀁾􀁆􀁾􀀢􀀺􀀢􀀺􀀧􀀻􀀻􀀻􀀧􀀺􀀺􀀢􀀧􀀺􀀺􀀺􀀧􀀭􀀭
􀀧􀀠SUBMITTAL Date: September 1 O. 2004 Submittal # :L..I___􀀭􀀭􀀽􀀲􀀳􀀺􀀺􀀻􀀭􀁾􀀱___...J New Submittal: X To: HNia I Town ofAddison Re-5ubmittal : 16801 Westgrove Addison, Texas 75001..s010
Project: Arapaho Road Phase III A!W# 204059 (972) 450-2886 Engineer: HNTB Attn: Guy Van-Baulen Submittal Specification Reference: NTCOG. WSS Description of Submitted Item: Sanitary Sewer
Pipe and Fittings Manufacturer/Sub/Supplier: ACT Pipe and Supply Related Section I Drawings: NTCOG, WSS Additional Comments: Contractor's Certification "Having Checked this submission,
we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated," Title: Asst Project Manager Reviewed by: Andrew Schneemann Date: September
10. 2004 Engineer'S Stamp 5Jtn/-!laf?Ibm r4w VtQ.Gi 􀁖􀁴􀀣􀁩􀁾􀀠􀁾􀁗􀀠Cop
y: :DF'W03,M DFW03·66 􀁾􀁄􀁆􀁗􀀰􀀳􀀮􀀺􀁡􀀸􀀠DFW03-1010 'I:\FW03-1212 • All dimensions given in inches and mm. • Couplings available to connect 1-};" to 15" pipe. "300 Series stainless
steel clamps supplied with all couplings. • All couplings will fit any pipe type within +/-5% OD on chart • Denotes couplings supplied wjth reduceI'. :tjFW01-44 DFW01-55 DFW01-64 DFWOl-66
DFW01-86 DFW01-88 DFW01 c1010 DFW01-1212 DFW01-1515 . 7.38 7.52 9.65 9.65 . '11.73' . 14.38 17.85 191 245 245 􀀮􀁾􀁣􀀤􀀸􀀢􀀺􀀠.•.... 365 " 453' 7.52 7.38 9.65 11:73" 14.38 17.85 'DFW0243
DFW02-44 DFW0246 DFW02-55 DFW02-64 lFW02-65 .FW02-66 OFW02-84 DFW02-86 DFW02-88 DFW02-108 DFW02·1010 DFW02-1212 DFW02-1515 7.38 7.38' 9.65 9.65 9.65 lUO 11.80 􀀱􀀴􀀮􀁾􀀸􀀠17.85 245 245
. 245 ,,·299 . 299 365"'. 453 4.38 6.38 8.50 .8.50, 10.60 12.60 . 15.40 111 162 215 215 269 320 391 Clftv to Asbestos Cement, Fibre, Ductile Iron Concrete to Concrete 6.00 .6,00 6.00
6.00 6.00 6.00;], 6.00 􀂷􀂷􀀶􀀺􀁑􀀨􀁊􀁾􀀻􀁩􀀠6.00 􀁾􀀻􀁦􀀵􀀲􀀠""'" e .'1.52' 152 152 152 "":152 152 152 ··t52 152 16----lIIfor-c-u.-IOm-e-'-.-erv-;ce-,-p-lea-.e-sen-d-YO-U-'''"fo·x·'·0·:I-'''"8oo-'7-
2-6-,I''"99-8·0·,-co-II''"I--8-00--7-2-6-'I-99-4,-eNDS 
Concrete to Cast Iron or Plastic DFW06-44 5.62 142 . 4.38 . ".'·111 '-: 4.00 .' DFW06-64 7.80 198 4.38 111 6.00 DFW06-66 7.80 198 6.36 162 ,6.00 DFW06-88 10.25 260 8.50 215 6.00 􀁾􀀮􀀠DFW06-108
·12.09 327" 8.50 '215 '6.00 DFW06-1010 12.90 327 10.60 269 6.00 􀁾􀀠DFW06-1212' 15.40 '391 12.60: 320 . . 6.00 Asbestos Cement, Fibre, or Ductile Iron to Cast Iron or Plastic <I , •
􀁾􀀠) DFW51-44 4.75 DFW51-54 5.90 .. DFW51-55 5.90 DFW51-64 7.00". DFW51-66 7.00 DFW51-88 9.12 11.12􀁾􀀠*DFW51-108 DFW51-1010 11.12 DFW51-1212 13.20 Asbestos Cement, FibreF DFW56-44
DFW55-64 DFW55-66 DFW55-88 DFW55-1010 DFW55-1212 C t I Pia Ii 􀀺􀀺􀀬􀁽􀁾􀁾􀀨􀀠, , DFW56-125 DFW56-1501125 DFW56-150 DFW56-2150 DFW56-22 • DFW56-3150 DFW56-32 DFW56-33 * DFW56-4150 DFW56-42
DFW56-43 DFW56-44 DFW56-54 DFW56-55 DFW56-63 DFW56·64 DFW56-65 DFW56-66 * DFW56-84 DFW56-86 DFW56-88 • DFW56-108 DFW56-1010 DFW56-1210 DFW56-1212 DFW56-1515 4.75 7.00 7.10 9.12 11.12
13.20 C .. 􀁾􀀠1.65 1.90 1.90 2.40 2.40 3.38 3.38 3.38 4.38 4.38 4.38 4.42 5.62 5.62 6.38 6.38 6.38 6.38 8.50 8.50 8.511 10.60 10.60 12.83 15.40 120 4.38 111 4.00 101 149 4.38 111 6.00
152 149· ····6.001425.62 􀁾􀀵􀀲􀀠111177 4.38 6.00 152 '.'177 6.011 . -152 231 1626.38 8.50 215 6.00 152 282 215 6.00 152 282 8.50 10.60 269 6.00 152 335 12.60 320 6.00 152 or Ductile
Iron to Asbestos Cement, Fibre, or Ductile Iron 120 . 4.75· 120 6.00 152 177 4.75 120 6.00 152 180 7.10 180 6.00 152 231 9.12 231 6.00 152 282 282 6.00 152 335 11.12 15213.20 335 6.00
Steel LeadtoC tl PI Ii C .. -Steel Lead • , c 40 1.65 40 48 1.65 40 48 1.90 48 60 1.90 48 60 2.40 60 85 1.90 48 85 2.40 60 85 3.38 85 111 1.90 48 111 2.40 60 111 112 3.38. 4.42 85 112
142 4.38 111 142 5.62 142 162 3.38 85 162 4.38 111 162 5.62 142 162 6.38 162 215 4.38 111 215 6.38 162 215 8.50 215 269 8.50 215 269 10.60 269 USE PART NO. DFW 06-1010 326 I . 12.83
I 326 :.1014.00 4.00 101 1014.00 1014.00 1014.00I 4.00 101 4.00 . 101 1014.00 101 )t4.00 4.00 101 1014.00 1014.00 1526.00 1014.00 1526.00 1526.00 1526.00 1526.00 1526.00 1526.00 1526.00
1526.00 1787.00 152 391 15.40 391 6.00 152 6.00 EDNDS For customer servke, prease send your fox to: 1-800·726-1998 or cedi 1..􀁡􀁏􀁏􀁾􀀷􀀲􀀶􀁾􀀱􀀹􀀹􀀴􀀮􀀠 17 
SPECIFICATIONS DATA PRODUCT DESCRIPTION Diamond solid-wall gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034
and ASTM F679 (Annex) in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The
pipe sizes 4 inches through 48 inches are made with an integral bell to utilize the gasket for sealing which meets specifications defined in ASTM F477. Each male end shall be beveled
to facilitate joining and reference marked for proper insertion depth. Diamond furnished lubricant is to used in the joining process. Specification for Diamond PVC Solid-WaH Sewer Pipe
SDR 26 or SOR 35 or PS 46 Diamond PVC Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM 01784 in accordance with the: material requirements of ASTM 03034. Diamond PVC
Sewer Pipe must meet aU dimensional, chemical and physical requirements as outlined in ASTM 03034 and ASTM F679 or ASTM F679 ANNEX. Diamond PVC Sewer Pipe shall be installed according
to the requirements of ASTM 02321. Uni-Bell UNI·PUB 6. -and the manufacturer's requirements." PHYSICAL PROPERTIES PVC Pipe Stiffness SDR E 􀁾􀀠400,000 psi E = 500,000 psi 41 28 35 35
46 57 26 115 144 CHEMICAL RESISTANCE ASTMTEST 93.0% Sulfuric Acid, D 543 14 Days Flotation at 55 + or -2' C Change in Weight, % -0.1 + 5.0 Change in Flex Strength, % -25.0 to + 5.0 ASTM
all No.3, 30 Day Immersion at 23° C Change in Weight, % -1.0101.0 03034 Pipe Acceptable Materials 13364 o. 12454 or 12364 Example of Properties PROPERTIES OF PVC 13364 Property ASTM
Minimum Test Specific Gravity 0792 1.47 Tensile Strength, psi 0638 6,000 Tensiie Modulus, psi D 638 440,000 IZOO impact Strength, 0256 .65 ft., Ib.lin. 
Diamond ASTM D3034 & F679 PVC Sewer Pipe Approximate Bell Dimensions { pz=> I:::: ... , Size Socket O.D. Socket Deptb 5.110 3.250"6 7.372 5.250 S 9.873 5.500 10 12.115 6.250 12 14.241
6.250 15 17.180 6.750 18 21.500 8.500 21 25.000 8.750 24 28.000 9.500 27 33.000 13.000 Do3034 Pipe Dimensions & WaD Tbickness Size D.O. SOR26 SOR35 4 4.21S .162 .120 6 6.275 .241 .180
11 8.400 .323 .240 10 10.500 .404 .300 12 12.500 .481 .360 15 15.300 .588 .437 F679 & Annex Pipe Diameters.& Tbickness Size 0.0. SOR26 PS46 18 18.701 .719 .499 21 22.047 .848 .588 24
24.803 .954 .661 27 27.953 1.075 .745 30" 32.000 1.231 .853 36" 38.300 1.473 1.021 42" 44.500 1.712 Ll87 48' 50.800 1.355 IDENTIFICATION Diamond PVC Sewer Pipe shall be marked at specified
interv.ls with tbe following data: 1. Diamond 2, Nominal Pipe Size 3. PVC Cell ClasSification 4. SDR 35 or SDR 26 or PS46 5. Sewer 6. ASTM D3034 or ASTM F679 or ASTM Fa79 Annex 7, Extrusion
Code 6100 Contact Diamond Plastics Corporation fot current information. 'CIOD Diamond ASTM 03034 PSM Gravity Sewer Pipe Vulcan Gasket Specifications • 1. The retaining ring holds the
sealing ring In position during transport and for pipe assembly. 2. Chevron seal for added pressure sealing capacity. 3. CompresSion seal -provides seal under vacuum. 4. Wiper beads
to clean spigot end. Diamond ASTM 03034 & F679 & {Annex I PSM Gravity Sewer Pipe Rieber Gaaketed Joint Dimensions • Nominal A B o Pipe insen Socket Diameter Size (Min.) (Min.1 (Max.1
4" 4 4518 5;1 6" 4 􀀴􀁾􀀠7Yz S" 5 6 1/8 97/8 10" 6 6% 123/8 12" S 714 145/8 Hi" 6 6% 18 IS" 6 1/2 73/4 213/4 21" 61/2 7 3/4 251/2 24" 7 8112 283/4 27" 7 S 1/2 321/2 30" 10 12 371/4 3S"
10 12 431/4 42" 13 16 53 4S" 13 16 60 Tbese are not engineered drawings and actual product may vary from them. Tolerances ofProduct Standards are applicable to nominal dimensions. General
dimensions ofdiagrams are furnisbed to indicate approximate profile scbeme only .• 'Ioint system varies witb product size and plant ofmanumcture. 
PLASTIC TRENDS, INC. GASKETED@." MANUFACTURERS OF QUALITY PlASTIC PIPE FITTINGS SOR 35 SEWER MAIN ASTM 0-303.4 (PSM)PPFAiE::: INSTALLATION GUIDELINES FOR GASKETEI) CONNECTIONS INSPECTION
THE PIPE END AND CASKE:TED AREA OF THE FITTING SHOULD BE CLEAN. SPECIFIC ATTENTION TO THE AREA UNDERNEATI1 THE CASKET IS RECOMMENDED (AREA A). REMOVE ANY FOREIGN MATER"L WHICH "'AT INTERfERE
WITH THE PROPER ASSEMBLY OR PERFORMANCE OF THE SYSTEJ.I. LUBRICATION LUBRICATE THE PIPE END AROUND IT'S ENTIRE CIRCUMFERENCE AND LUBRICATE THE EXPOSED AREA OF' THE CASKET (AREA 8). ExTREME
CARE SHOulD BE EXER􀁣􀀁􀁳􀁅􀁄􀀠TO KI;EP THE Lu9RlCAT<Q SVRfACES CLEAN. CHAMFER rOR BEST RESULTS, IT IS RECOMMENOEO THAT ALL PIPE ENOS BE CHAJ,4FERED AND OEBURREO pRIOR TO ASSEMf.llY
(AREA 0). tf'NCTH 􀁾I ,r 􀁾􀀠I ! "'fA 􀀮􀁾􀁾􀁾􀀠""AEA lit. 7 • ,I •1 I i (f ASSEMBLY !!ISERT THE PIP( \Nl() THE PRELQAO AREA OF THE GASkETEO FITTING FOR INITIAL ALIGNMENT OF THE COMPONENTS
PRIOR TO ASSEMSL'I (LENGTH C). WHILE MAINTAININC "'.IeNMENT, PUSH WITH A 􀁦􀁉􀁾􀁍􀀮􀀠􀀠EvEN MOTION TO COMPLETE THE ASSEMBLY. NOlE • ASSEMBLY 􀁾􀀬􀁈􀁏􀁕􀁌􀁉􀀩􀀠NOT 9E 􀁄􀁉􀁾􀁆􀁬􀁃􀁕􀁌T
PLAsnc TRENDS' F'P.TENT£D GASKETED JOINT HAS BEEN DESIGNED FOR EA,E or ASSEMBLY ey HAND CQNII£NJlONAL BAR AND BLOCK METHODS OF' 􀁁􀁓􀁓􀁅􀁍􀀸􀁾Y SHOULD NOT BE REQUIREO. ANY SEVERE RESTRICTIONS
SI101)LD 6·1: "M:snCATEO. FOR DaMED INSTRIJ';TlQNS CQNaRNING THE INSTALLATiON OF PVC GRAVIlY SEI'n:R sYSTEMS. REFERENCE ASTM D 2321 STANOARO RECOM"ENDATION fOR UNDERGROUND INSTALLATION
OF F<.EXIS!.E THERMOPlASTIC SEWER PIPE. AREA 0 U.S. PATENT NUMBER 4.114.959 • d===="PRODUCT CERTIFICATION AND STANDARDS COMPUANCE====-=" ALL PVC SEWER MMN FITTINGS PRODUCED 8Y PLASTIC
TRENOS, INC.. ARE INJECTJON MOLDED FROM VIRGIN PVC COMPOUND HA\'ING A MINIMUM CELL CLASSifiCATION Of 12+54-8 ACCORDING TO 'STM STANDARD 0-178•. 50,II£NT WELD AND CASKETED PVC SEWER '-'AIN
mTJNCS ARE MANUFACTURED, SAMPLED, 01"'EN510NED. TESTED, AND INSPECTED \N STRICT COMPLIANCE Willi ASllol STANDARD o 3034 (SOR l5) AND IN ACCORDANCE WITH NSf' STANDARD '" -IoIEETIIIG OR
EXCEtDING "'-l N'PIJCABlE REOUIREMENTS. GASKEfrD JOINT nTIINGS ARE FURTHER TESJ!:D fOR JOINT liGHTNESS fOR ELASTOMERIC SEALS _NST ASllo! STANDARD l o 32 I 2 TO ENSuRE A POSITIVE SEAL
UNDER PRESSURE AND VACUUM CQNOlTlONS fOR ANGVLAR DEFLECTION. I\. 􀁔􀁏􀁾􀀠LOAO DEFLECTION. AND STRAIGHT ALIGNMENT. THIS PROIllCT HAS BEEN AWARO!.'O THE NSf' SEAL BECAUSE IT EOUAlS OR
ExW:OS THE REOulREMENTS or A STANDARD 􀁄􀁅􀁖􀁅􀁾􀁏􀁐􀁅􀁄􀀠AT TI-<£ NATIONAl. SANITATION fOUNDATION FOR THE PROTE(;1'ION Of' THE PUBLIC HEALTH. WITH PROPER uSE AND :;,\AE THIS IS • PRQDuCT
YOU CAN !RUST. 'PLASTIC TRENDS. INC.. IS THE ONLY MANUfACTURER WORLDWIDE TO 􀁾􀁅􀁦􀁁􀁩􀁎􀀠APPROVAL FOR THE US1'ING OF' PVC SEWtR "'AIN rmlNG5 BY TKE NATIONAL SANITATION roUNDATlON. INDEPENDENT
TEST REPORTS fROM NSF AND QUALITY CONTROL INSPECTION RECORDS fROM PLASTIC TRENDS. INC.. ARE AVAlL'lllE UP"" SPECIAL WRITTEN REOUEST ANO AUTHORIZATION fROM PLASTIC TRENDS MANAGEMENT.
55400 MOUND RD. SHELBY'lWP., MI 48316 www.plastictrends.com F'HONE 810-78102700 FAX 810.781-0888 
PLASTIC TRENDS, INC. GASKETED PVC SEWt!R MAINMANUFACTURERS OF QUAlIlY PlASTIC PIPE FITTINGS ..... 0-"'3' (PSN)/>OR 3$ PART PART DESCRIPTlON NUMBER A B REPAIR COUPUNG," G 624 Mil fE]
G 62& ft.74 C 629 11,10 HUB ADAPTER r'. r'''' C6+1 ..7. Em tEJ G 648-" 7.06 C '46 1.50C.'" t.1Z $/0 HIlII BY -=IIlB OWV COUPUNC 'fOO i " 657 5.89 C ... B.H C "59 8.74SMJ! HUe If< _ HUe
HUB ADAPTER Em GO.. ".71 G 906 7.SO 0906 9.72 s!W nor 8'f CASm HUB OWV HUB ADAPT£R,', Em 0.24 4.17BE C S28-4 7.05 G 926 7.50 5,. _ II! 111ft 00!<1T "" owv HUB ADAPTER ,':-1 ," C 9".
4.7"83EE G 948-4 7.12 C ... 1.46 G 94" 9.65 OWl. 􀁾􀁔fJf S/f \.'lIlY IIJ8 fYfIV HuB AOAPTER r'i r'''' G .,. 4.78Em EE} G 958-4 6.92 C 9SS 1.50 """ 0'ICa! 11! S/II "'" .... PIPE ADAPTER
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PLUG 8 G 1164 3." UtO G 1166 4.43 ....21 G n88 5.89 5.33 􀁾􀀭􀀭DWV AOAPTEJl r'i G UOlJ 3.27 o4.SO. L8J G 12:011 4.74 &.83 DiN SPiGOT BY GASKET SMR Hue Dw.; GUSHING [j r'""1 C 1213 5.87
8£ C 1214 8.:>:1 G 1215 8.71 CtWotFER SMear 9'f V*J CASKET I'4UQ BUSHINC BE c \:2Ul 8.21 G lU9 Ht"o G 1220 10,83 CHAMfER $PICOT BY CASKET HUB-CAP ru C HiQ4 3,0' C '608 4,46 C 1&06 U.
1/16 BE'>lP 􀁩􀁉􀀱􀁾􀀠G 1704 fUi 3.7. .6S o 1706 9,21 ::UQ .61 a 170B \5.45 1.1>$ I.'"L'J 􀂥􀀡􀁴􀁾􀀠G 1714 '.90 3.'" .8' 3.'" G 1716 1 t,SI} 5.47 1.19 5••t c '1718 15,;55 ?05 1.63 6.96
, , J L. . SPIGO', 􀁐􀁾􀁏􀁎􀀧􀀠􀁾􀀱􀀳􀀭􀀷􀁡􀁬􀀭􀀲􀀷􀀰􀀰􀀠FAX 313-781-08aa 
PLASTIC TRENDS. INC. GASKETED PVC SEWER MAINMAIIUl'ACTURERS Of OtJAU'IY PlASTIC PIPE FITTINGS 4SI\I D-lO>4 (I'$II)/$DR ,. ,-" (PART PARr DESCRIPTION NUMBER A a STRAIGHT TEE t-fl G 104
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C 128 zO.I!J 10.+6 t; \25-4 12,91 £.44 c 128-6 '4,97 7.'" 5P1CaT SANITARY TEE "-'( G 156 11,21 '.58 􀁾􀀠G 157 '7.19 1." G 151-4 14.046.13 G 156 22.03 IM1 A , C IM-4 17.42 8.00L ' , C
158-6 fe.S' &,75 -r-;. "'-'1 C H4 11.n 4.5. , -r-r!C .::1 G 177 17.1-3 7.-4' I/(., C 177-1, 1•.8S !ii.13i I C 118 2U... ,,71 G 178-4 11.33 ••00 C t78-G 19.57 8.75 SOICOT 1/4 BEND rtil}
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09/21/2004 11: 21 GRANTHAM PAGE 03/03 p.2 PHG" 211Page j or jo KG--'7<::CO 'ohnny Ht!lton -SH 121-FMS44 (031M-F) it Arapaho Rd.Ph Ul ( Q3.161·f) 5hl))) Drawing review _........_..,......􀀭􀀭􀀭􀀭􀀭􀀭�
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LIlS, Garl.ad, 'IX 1S04Z Date: September 21, 2004 G&ANo; 320 To: Guy Vall )3amen. lINTB From: Katnra Curry, P.E. Re: DWU Shop D ..􀁡􀁾􀁩􀁮􀀲􀁳􀀠We hltve lee.i'led and 􀁡􀁜􀁴􀁬􀁃􀁨􀁾􀁤􀀠10
this memo the com:ncnts from Dallas Wat¢! Utilities (DWU) regarding the shop dxawings sulmlltt=d by the C->ntractor. r wC)uld like for !he Contrwtcr to review these comments md ther.
let me know if􀁾􀁥􀀠has any comments regardbg !het::l. Ifthe Contractor does have commentS or questions. I would like for them te go thtough me in order to 􀁫􀁥􀁾􀁰􀀠e\'er'jone informed.
The only issue lhat I have is that the Contractor should :Uso cla!ify how he plans to test and cl'Jorinate the replaccmmt section. This was a requirement that DV.'U originallyplacec
on the coTlS1rUction. 􀁾􀁦you or the Cont.ra<.1ol' has all'V questions, 􀁰􀁬􀁥􀁡􀁳􀁾􀀠do not 􀁨􀀶􀁓􀁓􀁩􀁴􀁡􀁴􀁾􀀠tc cor..taot me. -T.I: (912) 864.J3JJ i F&X: (97]) 864-153<1 i E·"",il:
Infa@gra.cc.'lCt 
o.y:-; Clt/5, <015)11 I Bw, (?L Ow, _ )Pr-si 􀁾􀀠Weekly Meeting Agenda Date: Tuesday, September 21, 2004 Arapaho Road Time 1 :30 P.M. Location: Field Office I. Safety Issues ../1. HNTB
noted that orange safety fence over DWU line should be maintained at all times. G.;" 􀁃􀀩􀁾􀁬􀁉􀀩􀀮􀀮􀀮\ (M 􀁾"Y /2. HNTB and the 􀁔􀁯􀁾asked that a drawing ofthe proposed construction
entrance at Midway Road be given to them. A drawing was given to Guyon 9·16. Closed 9-21. 􀁾􀀠II. Submittals v/1. HNTB requests that the revised box culvert shop drawings be submitted.
The revised drawings were submitted on 9-16-04. Closed 9-21. IlL Old Business 1. Archer Western must move forward with the TXU conduit. What is the status? 8-24. HNTB meet with Grantham
and a new plan sheet is being drafted.S-31. AJW received new plan sheets on 9·07 with revised TXU conduit and drainage. New sheets are being reviewed by AJW. 9-08. Several changes have
been made to new plan sheets. AJW will get pricing to HNTB. 9-14.2. Comcast has asked for a 4" conduit to be located in the TXU duct bank at two locations where they are on the TXU poles.8-24.
OW HNTB asked for a letter from Comcast requesting an additional conduit for their cable. AJW has relayed this to Comcast and a letter is coming. 8-31. AJW has not received anything
yet, we will follow up. 9-08. AJW is still waiting on Comcast to reply.9-14. C.l. with Comcast said he has spoke directly to Katura Curry, and they have taken care ofit. Closed 9-21.
-􀁏􀁾􀀠3. Fence relocating is needed in order to relocate the 8" water line and hydrant at station 39+50. AJW has moved the fence, HNTB has measured the fence. -Dc:rr-....t 
Pricing has been turned in. We are waiting on HNTB to respond 9-21. 5. Within the limits ofexcavation at the brickyard there is a MCl & Quest line, approximately 3 feet deep, 8'-10'
south ofthe north curb line. AfW will locate the lines to get an elevation and this will be our horizontal limits in this area. Does HNTB agree with this proposal? Four potholes ofthe
MCl line have shown a depth ofapproximately 4.5'. This will be close to the plan excavation depth required. U 6. Can the Town ofAddison provide police during the electrical shutdowns?
1 Guy will check with Jennie and Steve .----<l 7. HNTB requests pricing on the following items: A. Additional signs for Motel 6 B. Change parking lots from 10" to 6" paving C. Slotted
CMP D. Curb and Gutter E. TXU duct banks at Midway Road F. 8" water valve AJW is working on pricing for these items. 9-21. IV. Change Orders V. New Business I. Soil samples were given
to HNTB on 9-16-04 for roadway embankment. Do we have the results back yet? 􀁾􀀠o 2. Electrical run #7 shows it to be SBC conduits on the conformed drawings. On the bid plans it was
a TXU run that they said they did not require. Y\JI'I,k \0 """,,-aw'(f 􀁾􀁾􀁤􀁾􀀽􀁳􀁯􀁮for the 60" water relocate were submitted on September 8 with a return date ofSeptember 16 requested.
Hanson has informed AJW that they need eight weeks to fabricate the pipe once the drawings are approved. As ofnow the window for the work set forth by DWU can not be met. 4. HNTB requested
pricing from AJW to install the TXU electrical duct bank at Midway Road on September 8. A set ofspecifications was received but no plan sheets were included. AfW needs these plan sheets
in order to submit a price for the work. ..-. "'-ow f'rvt"""'-D􀁾􀀠n􀁾It> 􀁾()rL \-0 rd.-' 0 I. Schedule IJ' . 1 Review Weekly Schedule 
9/21/2004 ARAPAHO ROAD Current Week Next Week Following Week ..􀁾􀁾􀁾􀁾􀀮􀀠, 􀀭􀁾􀀻􀀻􀀻􀀺􀀻􀀮􀀢􀀠: M T W T F SIS M T W T F SIS M T W T F SIS iActivity Description Prod 20 21 22 23 24
25 27 28 29 30 1 2 4 5 6 7 8 9 Equipment i TXU Lines X X,X X X /X X X X X V V S&J/TXU i i Excavate Brick Yard , /X X X 1/I X X X X X /' I, Box Culvert A & B X X X X X X X X X X X X X
X X X X X , I Roadway Embankment X X X X X /X X X X X /X X X X X /I ///, Grind Trees X X X Thelin i Canst. Entrance at Midway X X X /V V i Inlets V;' /X X X /Inlet Spec. FenceAtDWU 􀁍􀁾􀀠􀁾\'l_
..!\ i X X /1//i Temp Creek Crossing 􀁾􀁜􀁾􀁰􀁬􀁾􀀠\ .X /V V i I PotholeNarlfy 60" Joints&Elv. '\AU'" 􀁉􀀢􀁾􀀠1/X X /V I TestlTie-ln 8" waterline X X X i//V Clean RR R.OW. X 1/V 1/i/V
////I ///V ////V //' i //i /' I V 
IREQUEST FOR INFORMATION PROJECT No. 􀁁􀁲􀁡􀁰􀁡􀁨􀁯􀁾􀁦􀀧􀁨􀁾􀁳􀁥􀀠1'-'RFI # ___1:..:8:....-__ Oate : August 25, 2004 􀁳􀀮􀁵􀁢􀁲􀁩􀁩􀁩􀁦􀁴􀁾􀁤􀁲􀁴􀁯􀀩􀀢􀀠........)"'.>.) .. isulimitted.Bf
y'» ) ,ji.:. t. HNTB iArcher Western Contractors, Ltd. 5910 W. Plana Parkway, Ste 200 Plana, Texas 75093 Guy Van Bulen bdrew Schneem:-a"nn"-_____________ ISllbji{!itJ;;",r,Clo 􀀧􀁩􀀧􀁩􀀻􀀻􀁾􀁪􀀻􀁪􀀻�
�􀀻􀀻􀀠􀁾􀀧􀀬􀀠'.,' 􀀧􀁣􀀻􀁩􀀻􀀬􀁾􀀺"􀀻􀁾􀀢􀀢􀁉b􀁉􀁾􀁣􀁲􀁰􀁬􀁬􀁲􀁩􀁜􀁩􀁩􀀻􀀧􀀻􀀧􀀢􀀩􀁩􀀢􀁌􀁾􀁾􀁾􀀧􀀻􀁈􀀻􀀻􀁉􀀧􀁩􀁦􀀺􀀨􀁪􀁾􀀮􀁁􀁵􀁴􀁨􀁏􀁩􀀢􀀠.• Hl· 􀀧􀁩􀀬􀀢􀀬􀁩􀀻􀀢􀀻􀁾􀁦􀀩􀀬􀀱􀀻􀁊􀁦􀀺􀀻􀁩􀁾􀁲􀁱􀀸􀁰􀁦
􀁾􀀺􀂥􀁃􀁊􀀻􀀻􀀧􀀢􀀧􀁻􀀯􀀠􀁾􀀢􀀧􀀩􀁾􀀩􀀧􀀹􀁾􀀨􀀧􀁔􀁾􀀻􀀻􀂷􀁅􀀧􀀻􀀺􀀧􀀠IRaadWaYGrade ICiVi' (hriS langford Isteve Chutchian [p",... 􀀢􀀧􀁾􀀮􀁷Ifl. attached spreadsheet and ClOSS section.
. fcher \f\Iestem has identified a problem with the calculation of the median curb gl'ades The grades as currently calculated causes farge undulations in the roadway profile. Archer
Westefl1 has calculated the curb grades based 00 the PGl and cross slope, allowing Ihe CUfb grade to be set by the offset and CrOss slope. Archer Western's version does put fi small
cross slope In the medIan island verse the plans show an ls!and with 110 cross slope. This is a complex issue to eXplain, Arcoor Western would l[ke to meet With the engfneer to discuss
this Issue. Please jet Archer Western know when i.'ife can meet on this Issue. 􀁌􀁟􀁾􀁾______________.______ Page 1 
RfIji: 18 Floating PGL 8124/2004 TOWN OF ADDISON:ARAPAHO ROAD PHASE III ARCHER·WESTERN CONTRACTORS JOB #204059 NORTH CURB VERTICAL ALIGNMENT GRADES PLAN GRADES COMPARED TO AW PROPOSED
GRADES PLAN GRADES: AW PROPOSED AW PROPOSED GRADEPLAN GRADES:STA TOP CURB RATE OF CHANGE GRADES:TOP CURB 􀁇􀁒􀁁􀁾􀁾􀁾􀀺􀀺􀁾􀁅􀀠OF DIFFERENTIAL 37+00 599.940 37+20 600.110 􀀧􀀭􀁾􀀧􀀭􀀢􀀢􀀭􀀭􀀭􀀢􀀧􀀭􀀭
􀀭􀀢􀀬􀀭􀀭􀀭. -􀀭􀀭􀀮􀀢􀀭􀀮􀁾􀀭􀀮􀀠37+40 600.300 37+60 600.470􀁟􀁾􀀠􀀮􀁾􀀮􀁾_____..______ .. __. -_d_ __....". I 37+80 600.630 􀀭􀀭􀀧􀀭􀀧􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀧.. _--_._-.....38+00 600.810
38+20 601.090 1-----· 38+60 601.630 38+80 601.770 39+00 601.900 39+20·1· ..... -602.040 ..􀀭􀀭􀀭􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭------..-----..--.-------..... "....􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀁾..-.. 39+40
602.090􀁾_____ •• 􀁾􀀮􀀮􀀠________ • __ • ____ -0 •• --_____ • ---'.---.. ----..---. --.39+60 602.210.-.. ---_.-39+80 602.350 􀀮􀀭􀀭􀁾􀁾..􀁾􀀭􀀭􀁾􀀭􀀭􀀮􀀭.. 􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀁾.. --40+00-""
602.480 -.-. 0.0085 0.0095 0.0085 0.0080 -.-.-----_..0.0090 0.0140 0.0200 0.0070 0.0070
 li 􀁾􀀠li 􀁾􀀠•g 􀁾􀀠> 1 '" 􀁾􀁭o.o "0 !;!D o 􀁮􀁾􀀠􀁾􀁾􀀠o • ., E BrA 31+(10 51A 31+20 STA 37+40 STA 37+60 SlA 37+eo 51A 38+00 srA 38+ao STA 36+40 51A 38+60 BIA :ls+ao STA 39+00 BTA
39+20 STA 39+40 􀁾􀀠srA 39+60 􀁾􀀠li 5rA 39+00 􀁾􀀠􀁾􀀠STA 40HIOil -j o "0 o -n 
STA 37+00 CONSTRUCTION PLAN INFORMATION 􀁾􀀠 PI L 􀁾􀁔􀁃= 599.94' TC -599.75' WB Flat Slope 0.0058 1/1 I 32.17 ' J.1 7.40' I l' TC, 599.75' EB TC = 􀀵􀀹􀀹􀀧􀀲􀀹􀁾􀀠Slope O,UcOI:l 1/1
22.02' 
STA 37+20 CONSTRUCTION PLAN TNFORMATION PPL /TC 0 60Q,11' \<IS TC=S99,66'\ Flat TC=5g9.6a' ES TC'S9942), I Slope 0.0082 1/1 Slope 0.0208 1/1 I I I I I 29.65' 6.24' 6.31' 22.04' I , 
SIA 37+40 CONSTRUCTION PLAN INFORMATION PGL 􀀮􀁾􀁔􀁃= 600.30' WB TC = 600.02\ I /TC = TC =599.56'\600.02' Flat I EBi Slope 0,0105 1/1 Slope 0.0208 1/1 -r 26.67' 10.37' 22.04'\5.20 .
􀀮􀁾􀀭􀀮􀀮􀀮􀀻􀀮􀀻􀀠
STA 37+60 CONSTRUCTION PLAN INFORMATION PGL TC • 599. 􀀷􀀰􀀧􀁾􀀠, ITC • 600.47' Slope WB 0.0129 c.::,j,68' TC • 600.16\ F 1 at 1/1 14.07' 􀁾􀀮􀀰􀀹􀀧􀀠TC • 600.16' EB ASlope 0.0208 1/1
22.04' 
STA 37+80 CONSTRUCTION PLAN INFORMATION PGL /TC' 600,63 W8 Te • 􀀶􀀰􀁑􀀬􀀲􀁾􀀧􀀠Flat Te ·6QO,29' EB Te • 􀀵􀁧􀀹􀀬􀁡􀀳􀀧􀁾􀀠Slope 0,0152 1/1 Slope 0,0208 􀀱􀀯􀀱􀀭􀁾􀀠I 22,17' 15.83' l
22.04' i ,99 
STA 38+00 CONSTRUCTION PLAN INFORMAT ON 1jJ\. \0 PGL 􀁾\ TC = 600 1('" \ Flat 􀁾􀀠Slope 0.0175 1/1 Slope O.UcUtl 1/1 22.04'21.93· 16.07' ,. 12' 
STA 38+20 CONSTRUCTION PI_AN INFORMATION PGL 􀁲􀀽􀀽􀀽􀁾􀀠􀁾􀀠􀁾􀁌􀀧􀀢􀀠WB 􀁾􀀠• ;oo""j F 1 at 􀂥􀁾􀀮-,",' EB 􀁾􀀠• 000" 􀁾􀀠! Slope 0.0199 1/1 \ Slope 0.0208 1/1 \ .-.-.000 II 22,021
11. 44 . 
STA 38+40 CONSTRUCTION PLAN INFORMATION PGL 􀁾􀁲􀁥• '"'6 WB 1/..0. EB ' • " ••􀁾􀀠. Slnnp OO;JOR 111 I Slope 0.0208 1/1 . I I I II I 24.69'38.00' I 
I -1/\ Cl;:j , '" 0e ;,. ZOJ OJ (J) I-' 0 ---jD w en TI :::E 0 ru C0 OJ 0 Cl Ul0 f\). 0 OJ ..... ---j 􀁾􀀭􀁩􀀠""..... 0 􀁾􀀭􀀱􀀠J>z u U ; -r I (JJ;J 1\ )::>, OJ <>I-' <> '" Z QJ0 w ":D
rn +f\) U1 0 rn r--1 m OJ ZA f\) -n. 0 OJ -l 0 ", Ol ....,. lil 0 '" ..... CD ""--TI 0 􀁾V )::> -1 1----1 0 Z 
STA 􀀳􀀸􀀭􀁾􀀸􀀰􀀠 CONSTRUCTTON PLAN INFORMATTON PGL 􀀻􀁾􀁃􀀮601.77' WB VTP .600.4S' EB TP • 􀀵􀀹􀀹􀀧􀀹􀀴􀁾􀁾􀀠Slope 0,0208 1/1 Slope 0.0208 1/1 38.00' 25,77' 􀁾􀀠
w m 0 0 . l\) Ul m w T\... n , n :"'" 0 <0 Zc: (j) UJ 0 I-' --1D (J) TI 0 ::E OJ 0 C Ull\) n0 Im 􀁾􀀠--II-'" 'Hf-' 0 Z J> 􀁾􀁄􀀠1\ -0 WGJ Ir ." , J> (j) gf-' 0 0 Z LOD -'" (J) 0 m H
OJ Z -t-0 0 OJ l\) ... 11 0 >-'","'-'" 0 0l--'" i!l 0 IJ V·6 􀁾􀀠J> --1 H 0 Z 
STA 39+20 CONSTRUCTION PLAN INFORMATION PGL 􀁾􀁐=602.04' TP • 600.23'\/TP . 600.75' WB I EB Slope 0.0208 1/1 Slope 0.0208 171 38.00' 25.03' 􀀮􀁾􀀮􀀢􀀬􀀺􀀻􀀮􀀬􀀠
STA 39+40 CONSTRUCTION PI_AN INFORMATION PGL 􀁾􀁃=602,09' WB TC • 601.39' FlatVTc TC = 600,89' ' 60 1.39' EB Slope 0,0208 33.46' 1/1 Ir11 Slope 0.0208 1/1 24.00' 4.19' 0,35' 
STA 􀀳􀀹􀁾􀀶􀀰􀀠CONSTRUCTION PLAN INFORMATION 􀁾􀁔􀁃• 602.21' TC = 􀀶􀁑􀀱􀀮􀀵􀀲􀂷􀁾􀀠F 1 at 􀁾􀁔􀁃• 601.52' EB TC • 􀀶􀀰􀁩􀀮􀁡􀀲􀀧􀁾TWB I Slope 0.0208 1/1 Slope 0.0208 1/1 124.00'32.96'
i 5.04' 
STA 39+80 CONSTRUCTION PLAN INFORMATION PGL , 􀁾􀁔􀁃• 602,35' WB TC • 601.66' TC • 60120' "" FlatVTC-60L66' EB '\ .Slope 0.0206 iTf Slope 0.0208 1/1 . 33.00 ' I 22.29" 5.00' 1 
STA 40+00 CONSTRUCTION PLAN INFORMATION PGL TC • 602,48' WB 􀁾􀀠Slope 0.0208 33.00' TC • 601.80' 1/1 􀁆􀁌􀁡􀁾5.00' TC.601.33'"􀁾􀁃􀀧601.80' EB Slope 0.0208 171 22.29' 􀁾􀀠j _\To":,,',

􀁜􀀭􀀬􀀮􀀬􀁾􀀮􀁉􀂷􀀠STA 37+00 AW PROPOSAL (ROTATE@PGI_) Slope 0.0058 1/1 i Slope 0.0208 1/1 1;) 1 7 . --, 7.40' 22.02' l1 ' 
STA 37+20 AW PROPOSAL (ROTATE @PGL) PfL TC =600,20' TC • 599,93' 1 TC ·599.75' TC • 599.29'WB Slooe 01.014 1/1 EB \ : Slope 0.0082 1/1 29.65' 6,24' 16,31' I Slope 0,0208 1/1 22,04 '
􀁾􀁾􀀮􀀬􀀬􀀻􀀺􀀠
STA 37+40 AW PROPOSAL (ROTATE @PGL) PGL ,-/TC • 600,41' TC -599,91' TC • 􀀵􀀹􀀹􀀧􀀴􀀵􀀧􀁾TC 􀁾􀀠600,13' " WB I Slope 0.014 1/1 EB Slope 0.0105 1/1 Slope 0.0208 1/1 26.67' 10.37' 5.20'
22.04' •.􀀻􀀱􀀢􀀧􀀢􀀢􀀧􀁾􀀬􀀺􀀠.' 
s-rA 37+60 AW PROPOSAL (RO-rATF@PGI_) PGL TC • 600.64' TC • 600.07'TC • 600.3.' TC • 599.61'I SloDe 0.015 1/1 I EB Slope 0.0129 1/1 I Slope 0.0208 111 236B' 14.07' 22.04'-I I 􀁾􀀮􀀰􀀹􀂷􀀠i

STA 37+80 AW PROPOSAL (ROTATE @PGL) ;rLPGL TC Te • 600.53' Te -600.23 , Te • 􀀵􀀹􀀹􀀮􀀷􀀷􀁾􀀧" 500.87' WB Slope 0.016 1/1 EB Slope 0.0208 1/1Slope 0.0152 1/1 I 1------=-.􀁾􀀸􀀳􀀽􀀭􀁃􀀧􀀭􀀭􀁬􀀠I
22.04'22.17 . 15\.99' 
STA 38+00 AW PROPOSAL (ROTATE @PGL) PGL /TC • 601.10' WB TC·6QO.71' Te • 600.39' TC • 􀀵􀀹􀀹􀀮􀀹􀀳􀀧􀁾􀀠Slaae 0.018 III EB , I Slope 0.0175 1/1 Slope 0.0208 1/1 21. 93' 16.07' 22.04'
1 C, 12' 􀀭􀁾􀀬􀀭􀀬􀀻􀀬􀀮􀀧􀀮􀀠
STA 38+20 AW PROPOSAL (ROT ATE @PGL) PGL TC • 601.32' TC -600,81' I TC • 600.54' TC -600. OS'WB Sll1l1lLJL_OilO 1/1 I EB Slope O.u199 1/1 Slope 0.0208 171 \ I I I 25.97' 12,03' 22.02'II
-I 1:.44 ' 
STA 38+40 AW PROPOSAL (ROTATE @PGL) PGL TP • 599,69'TP .600.20' EB􀁾􀀭􀁔􀁔􀁉􀁃􀁾􀀭􀁾􀀶􀀻􀀰􀀱􀁾􀀧􀀻􀀮􀀹􀁾􀀧􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁗􀁾􀀸􀁾􀁾􀁾􀁾􀀽􀀬􀁔􀁲􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀂭\ -------S1ope-0.
0208 1/1---\ Slope 0.0208 1/I \ I -l38.00'\ 24.69' \ 
􀀢􀁾w OJ 0 0 􀁾􀀠􀁾􀀠!; "--f'\.) m J:>. m [j) I-' a D CD 0 0 f'\.) 0 OJ ...,. "...,. [j) I-' a D CD 0 0 f'\.) 0 OJ I-'> "l-'r\ n " 0) 0 􀁾􀀠0) 􀁾􀀠::E CD 1\ " " <> '" <> W 􀁾􀀠rn CD
"-< , Ul to '" 1/" 􀁾􀀠'" u Gl r J> 2: U TI UJ 0 lJ 0 ---1 (J) J> » r􀁾􀀠TI W 0 ---1 OJ J> --1 I,In U) !oJ 0 u G)1"'-.--/
w CD 0 0 􀀭􀀭􀁾􀀠f\J U1 '-J '-J 􀁾􀀠I en I--' 0 D f1} 0 0 f\J 0 CD >-'" "'>-'" en I--' 0 D f1} 0 0 f\J 0 CD I-'"'>-'" ... n <n 0-iii » 􀁾􀀠U ::E JJ CD 0 Ul u ---10 CD » }>, -0 GJ r 􀁾􀀠...
JJ W " , m<n 0 a 0 .... ---,I '! » +rn CD -"""1 In m'il '" !cD"' m '""! 0 U CJ) r"'--/
STA 39+00 AW PROPOSAL (ROTATE @PGL) PGL Te • 601.90' i I WB TP • 600.61' TP • 600.08' EB Slope 0.0208 1/1 ---_........_........_ ..... _......_ ... __... _._._.. __._.... _........_
........_......... -38.00' Slope 0.0208 1/1 25.63' I 
STA 39+20 AW PROPOSAL (ROT ATE @PGL) PGL Te • 602.04' I TP • 600.23'TP • 600.75'WB EB Slope 0.0208 38,00' 1/1 Slope 0.0208 25.03' 1Ii 􀀮􀁾􀀮􀀬􀀻..', 
• 
• 
I : I􀁾i i =J ARCHITECTS ENGINEERS PLANNERS fCci,} 􀁟􀀧􀀻􀀱􀀮􀀮􀁦􀂷􀁊􀁲􀁾􀀸􀀺􀀺􀀭􀀮􀀮􀁩􀀠fP-iT vr]-66f-5r;j..J. Dear, Mr. Chutchian As per our conversation on August 27, 2004 on the
referenced subject, I was infonned that Mr. David Robinson, DWU representative, had stated to Archer Western Contractors, Ltd. during their surveyor layout work within the existing security
fence, that the removal of the existing security fence should not occur until a new temporaty security fence is installed ofthe same construction. Attached please fmd a copy of the proposed
cost from Archer Western Contractors, Ltd. This cost is based on the installation and removal ofa temporaty security fence that is equivalent in construction to the existing fence. As
agreed upon, HNTB Corporation will direct the Contractor to install the Temporaty Security Fencing up to and not to exceed the lump sum cost of $8,509.00 to furnish, install and remove
the temporaty security fence that is equivalent in construction to the existing fence and maintain the integrity ofthe property security. Thank you. 􀁾􀀧􀁾􀀶􀀮􀁊􀀭􀀭􀀭BauIen Attachments:
Cc: Project File Jerry Holder, HNTB Corporation Michael Ebeling, HNTB Corporation Steve Chutchian, Town ofAddison l"h eJ-!.NTBe () mp ([}1!(J$ OFV!CFS AI.EXA;.'-'OR!A VA. 􀁲􀁜􀁽􀀮􀀮􀁾􀀬􀀧􀁜􀁐􀀨􀁉􀁌􀁬
􀁾􀁟􀀠"II> ATl,,\}.'7A. ("'\; AU:ITJ:};, TX. nATON ROl'CE, LA; BOSTON, Me\: 􀁃􀁈􀁁􀁒􀁌􀁅􀀡􀀾􀁔􀁏􀁾􀀠,:;. 01-\RIS'$TOt{ 'XV. ,m'AC4"y. a; C:"uYELA-':;), 0:1 􀁃􀁏􀁌􀁴􀁊􀁾􀁬􀀼􀁬􀁴􀀧􀁾􀀬􀀠au:
DN.LAS. TX; mNVER, co, [)F.TROIT, Aff,l!tJl:fNS. WY', FAlRFlFLD, Nl. IT WORnt TX: llARrrORD. CT; 􀁬􀁬􀁏􀁕􀁾􀁴􀁯􀁬􀀧􀁻􀀠TX; J!'DlA!<APOLlS, IX, lRYlXF, CA: KANSAS (T!TY, 
Archer Western Contractors August 24, 2004 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town of Addison Project No. CM 95 (150) Fence at DWU Treatment Plant
Dear Guy: Archer Western Contractors has enclosed change proposal # 1 for your approval. This proposal is for furnishing, installing and removing approximately 450 feet of6' chain link
fence with 3 barb wire strand and concreted posts for securing the property at DWU treatment plant. If this proposal is acceptable please forward a change order for our signature. Ifyou
require additional information, please contact me at 817-640-3898 or 817401-7202. Sincerely, End: CO #21 CC:Don Good 2121 Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640.3898
Fax: 817.640.8734 A Member of The Walsh Group An Equal Opportunity Employer 
Archer Western Contractors, LTD. Town of Addison CHANGE PROPOSAL SUMMARY TO: HNTS ! DATE: 􀁟􀁾􀁕􀁧􀁵􀁳􀁴􀀠24, 2004 Plano, TX 15093 . PROJECT: Town of Addison􀁾􀀬􀀬􀁾􀁯􀁾􀁷􀁾􀁰􀁾􀁾􀁮􀁾􀀮􀁾􀁰􀁾􀀮􀀺􀁾􀁾
􀁷􀀺􀁡􀁹􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠PROJECT NQ.: 204059 ATTENTION: Guy Viin Baulen co NO.: Description: 6' Chain Lfnk Fence FurnISh. instaU. and 􀁲􀁥􀁭􀁾􀀮tllnce at DWU Treatment: Plant A TOTAt
MATERIAL COST $ B TOTAL LASOR COST [L.abor & Burden) s c TOTAL EQUIPMENT COST $ SUBTOTAL $0.00 I E SUBCONTRACTOR COST $ 8,342.10 SUBTOTAL G TOTAL. DIRECT JOB COST $8,342.10 I H BONO
& INSURANCE AT 2% $166.8.1 TOTAL CHANGE PROpoSAL COST $8.508.94 TIME EXTENSION IN OAYS {FOR THIS 􀁃􀁈􀁁􀁎􀁾􀂧􀀧􀀠0 Archer Western Da.. Approval 
Subcontractor August 24, 2004 Town of Addison ITEM OF WORK: 6' Chain Link Fence 204059 SUBCONTRACT UNIT EST. QTY. UNIT PRICE TOTAL American Landscape Lf 450 $ 16.12 $ 7,254.00 $ -$ -SUBTOTAL
SUBCONTRACTOR COST COMPENSATION (SUBTOTAL SUB COST AT 15%) TOTAL SUBCONTRACTOR COST $ $ $ 7,254.00 1,088.10 8,342.10 TOTAL COST OF ADDED ITEM UNIT PRICE(TOTAl COST DIVIDED BY EST. QTY.)
$ Work Description: Furnish, install, & remove 6' chain link fence wl3 barb strand at DWU plant 
#R20-2 Steve Chutchian From: JoAVIS4@IXued.com Sent: Tuesday. August 03. 2004 9:59 AM To: Steve Chutchian; Mike Murphy Subject; BREAKOUT OF COST FOR TXU ED. RELOCATION ON ARAPAHO ROAD
PHASE III Mike and Steve, The fcllcwing is a breakout .of cest for the TXU ED relocatien fer Arapahe Read Phase 11:1:, (1) $ 92,570 WR#1992629, Relocation .of all ove.rhead wir.es cressing
J>..rapaho Rqad between 􀁾􀁵􀁲􀁶􀁥􀁹􀁯􀁲􀀠and Midway to .underground, relocation of overhead service to Cl)arter Furniture on 􀁷􀁾􀁾􀁴􀀠side of 􀁍􀀺􀁩􀁤􀁷􀁾􀁹􀀠t.o undergreund, and rel.ocati.on
.of one pcle just west .of Arapahe and Addisen Read intersectien. (2) $329,481 WR#2041434 , Cest te relc.cate 'everhead wires en east and west sides. .of Midway te undergreund in ductl
bank. This is cest fe.r TXU ED te perferm electrical and all civil censtructien, including the materi:,al for and construction ,of duct bank, two manholes, conduits, a'nd perfermancl'
e.f tWP beres acress Midway. The tetal' civil censtructien cest is $205,943. The nen-civil qr electrical pertien .of the ccst is $123,538. (3) $119,103 WR#20084.01: Cest te clear 􀁁􀁲􀁾􀁰􀁡􀁨􀁥􀀠􀁒􀁥
􀁾􀁣􀀡􀀠bridg.e en east and west sides .of Midway by inc·reasing height .of .overhead wires with tal·ler peles. Tetal TXU ED cest is the ce;st c;>f item #1 and the difference in ces't
between items #2 and lI3. This amount is $282,948. If yeu have any questiens ab.eu.t these costs, please contact me. Sincerely, James Davis Senior Engineer TXU Electric Delivery Company
􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀢􀀡􀀡􀀪􀀺􀀪􀂷􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀭􀀪􀀪􀀪􀀮􀀪􀀪􀀧􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠C.on£id\>ntialityNe
tice: This email message, including. any attachments, contain.s .or may contain confidential inforniation intended .only for the 􀁡􀁤􀁤􀁲􀁾..se'f. l'f yeu are.net· an inj;:en.ded recipient
of t.his me"."ge, b.e. advis\>d that any re,ad,ing, disseminatien, ferwarding, printing, cepy,ing or other use .of this message .or its attachment.s is strictly prehibited. If you 􀁨􀁡􀀧􀁾􀁥􀀠.receiv
ed thi's· message in error, 􀁰􀁬􀁥􀁡􀁳􀁾􀀠notify the 􀁳􀁥􀁮􀁤􀁾􀁲􀀠innnediately by reply message and delete this email message and any attachments frem your system. • 􀁾􀀪􀀪􀀪􀀪􀁾􀂷􀀪􀀮􀀪􀀢􀁲􀀪􀀭􀀪􀁴
􀁲􀂷􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀧􀁴􀀮􀀪􀀪􀀪􀀪􀀪􀀢􀀧􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀀪􀀪􀀪􀀭􀀪􀀻􀀯􀁤􀁤..***.******,***********.**-***'****************** 1 
􀁐􀀮􀁱􀁰􀁾􀀠f-160􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁦􀁾􀁲􀁄􀀽􀀮􀁾􀁃􀁔􀁾􀁘􀁕􀁾􀁅􀁌􀁾􀁅􀁃􀀻􀀬􀁔􀀻􀁒􀁉􀁾􀁃􀁾􀁄􀀻􀁅􀁌􀁾􀁉􀀢􀀧􀁖􀁅􀁾􀁒􀁙􀀮􀁾􀁍􀁾􀁾􀁒􀁾􀁾􀁭􀁯􀁵􀁄􀀶􀀶􀁉􀁳􀁾􀁯􀁭􀁾􀁈􀀭􀀭􀁟􀁥􀁥􀁊􀀬􀀱􀀴􀁾􀀶􀀱􀀱􀁳􀀵􀁾
􀀲􀀳􀁾􀁡􀀲􀀲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁔􀂷􀀴􀁩􀀳Aug-03-Z0U4 10:57am .. 􀁾􀁋􀀲􀀰􀀭􀀳􀀠􀁔􀁾􀁲􀁬􀁦􀁦􀀠fQi' Retail Delivery SeiVIee TXU Electric Delivery c.ompany 6.3 AgrGemenllland Forms Applicable;
Enlire CertIfied Service Area 􀁐􀂷􀀹􀀤􀁾􀁯􀁦􀀲􀁓􀀠Effectfva Date: JanuaiY 1.2002 ReVIsion: Original 6.3.1 Facilities Extension Agreement Project Number 􀁾􀁎􀁵􀁭􀁢􀁥􀁲􀀠1992629 and 2041434
R$glonlOls!l1ct The Company has re<lelvedarequestftlr!he axtensl0Q of: (<;MeI<.8 !hatapply) Q BTANOAR\) 􀁄􀁬􀀡􀁉􀀮􀁾SVS1l!!il F,o.ClUTU;$ TO NOIIoIWlIDENYlA!. D.eVI!I.OP!.IEIiT company
􀁳􀁨􀁾􀁕􀀠_nd aland.rei OeIhlel}' SYSlO/ntf)iclllUilO ••.,....1}' 10 ""IVO CUstomer'S .sUrrilo10d m8l<lmllmde"'aillfreqUlremeril.of_ .kW rCCntraolkWJ. ill. Denvel}' System fadllllll$
Inslalled 􀁾􀁲􀁾􀀱􀀱􀁩􀀡􀀾􀀠ofll1o oharaeIar comroonly' di\llciibeda;, .􀁶􀁯􀁬􀁾􀁾􀀠􀁾______ phase. at 60 hartz, wllh.reasonable v.rialloo II> be allowed. a STANDARD DEUVllR...SVV'EM
f'ACll.ffiES TO RE!l1DEtmALO"""'-",PMe ..... Coroll<ll1)lsball_nd standllid Dell",,, System focllla..necessal}' 10 selVa: ",=_=AU,oIO()lI\o r••ldanUsllol(s)/apaflm.rhnlls, or 􀁾􀁯􀁦􀀧􀁾􀀠The
􀁏􀀮􀁕􀁾S;f,ltem filclll1los J..1al1od he",under.w!11 be orilla 􀁣􀁨􀁾􀀢􀀢􀀬􀀬􀀢􀁲􀀠commonly d""crl&ed as volt. phase, al60 holt!:, wf1h ",a••nable "".allon kl be aHowed. XNON-8TANDAIlD
I)ELlVEllYcSYSTEIII FAllIUTlES ARTICLE I 􀁾􀀠PAYMENT BY 􀁃􀁾􀁓􀁔􀁏􀁍􀁅􀁉􀁬􀀠At 111. flme of ace.plan .....f 111\0 Ae",.meJjlbycu.lo!'!ier. Cuslomer WIll pay 10 C<lmpal1)l TYI!l hundred
and eighty two thousand nine hundred and (orty.elght Doll.", ($ 282.94&J es paymont lor lI1e CUstome.... portion ofthe cost 01 the 
T-483 P.003 F-1602148152382Aug-03-Z00410:58am From-TXU ELECTRIC PELIVERY-HARWOOD 6 SOlITA Tarifffor Retail Delivery ServIce TXU Electric Delivery Company 6.3 Agl'llQmonl!! and Forms
Applicable: EnUre Cerllfled SaM"" Area Page2:of23Effective Dale; January 1, 2002 Revlslbn: 􀁏􀁩􀁬􀁧􀁬􀁾􀁡􀁬􀀠ekIe)lSlon of Climpany fad!l.U...􀀬􀁉􀁾􀀠a9C<>'daooo.w!thCompany's FaclllUes
extension Policy, such paymoo\ to be arid remain th. property of Ill" CoiiIpany. ARTICLE n • NoN·UTII.lZAllON OLAUSE FORSTAt-lDARtI DEUVERY SySTEM FAOILmES This Mel. II 􀁡􀁰􀁰􀁬􀁬􀀮􀁾􀀠only
10 tho Inslall.Uon %landard Dellv.ry SyslamlacillUes. a.The amounl of ConltlbuHon In AId 01 Cons!rucHon ("CIAC') to be paid by custom.r yndJ>tMel. I 'bove I. col?Jialed based 􀁾111. OsUmalsdd.1a (Le., 􀁏􀁯􀁮􀁬􀁴􀀧􀁡􀁣􀁴􀁾􀁗􀀠or numb.r and 4'Jl. oflolo/unlt\;) supplied by !:;u'iomat and.peclfied abOVe•.Climpany Will e;>nducta
'''''lOW Qf!he .sclO31loBd Of number an.d type of IOls/Unlls .1!he designated locanan to d.lennlnsllla "OCU!lICtjI of Ute ....Umated dala suppmed by Ous!omer, If. wlUtln two (2) 􀁹􀁥􀁾...
􀁡􀁦􀁴􀁬􀁬􀁲􀁃􀀮􀁯􀁭􀁾􀁙􀀠􀁃􀀨􀁬􀁦􀁦􀀱􀁰􀁾􀁩􀁏􀁳􀀠Ute al<Ionslon of 􀁏􀁾􀁉􀁉􀀬􀀢􀀬􀁊􀀩􀀧􀀠SySlel!llaOlIIU." lI:Io.•sUrmlled load as measullld by aol1lal maximum kW billIIlglfe"",nd !II.•ald
Iqcaliqn h3$ n9lmatetfaUzed or Ute GIIUmalsd number and typa ofdwaU/1II! vnllSllo!sat••ldlocalion have 001 be.,., siJIisianUany ccmplelod, Company will 􀁲􀁾􀀭􀁣􀀳􀀡􀁃􀁬􀁊􀁬􀁩􀀾􀁬􀁥􀀠tho
CIAO baoed j:>ili>lllUaI maximum 􀁾􀁷bIIUng 􀁤􀁯􀁭􀀮􀁾􀁮􀁤􀀠1ll000lzM 􀁾􀁲Uta number:.;nd WI)<! of substanllally ccmplel'" dwaliing 􀁕􀁲􀁩􀁲􀁾􀁯􀁬􀀤􀀬􀀠Far pUlpose. of Ihls Agreement.
a dWillI!niI unlMolshall bo deemed .uballilnDallycOmpl.l8d upon iii. !JIs1a1l&uon ofCompany'. melar. The Install.llon of. Climpany me"" Inoonneolloo wllIl ' Temporary Q.llvorySetv!C8'90eli
no!'oOn.Ulule suhst,fnUal.compIoUon. b.CUs.torner wm pay 10 COmpany. "noll-uui':<eUon wlg.-·;n an amourit equal 10 lIle a1fferimC8 betweon lIle recalculal.d CIAO al1)Otlllt ""d tho amounlPald
by c,uslom.r urider Aflic/Q I, I, abo,"" Oompany'.lnvolce \0 Cu_rfor suCh 'IlOO-\JUlIzaUon ""argo" Is due and payable wllhln fifteen (15) days eflanhe dale orlll. Invol"",. ARilCl.E
m -iTTLEAND OWNERII.HIP company 01 aU llmas.shall heva IiUoio tItId C(lff1plel.CNIII....hlpand 􀁯􀁯􀁮􀁾􀁩􀁩􀁬􀀮􀁯􀁶􀁥􀁲􀁬􀁨􀁥􀀠Delivery System filciUU....lended undsr lhi$ Agreement.
ARTICLE IV • eENEfV,L CQNOITIC'lNS DelivaI)' servlc. '" nOl Rtovlded under Uti. Agreomenl, However, Ctlslomer 􀁵􀁮􀁤􀀢􀀢􀀧􀁴􀁡􀁲􀁩􀁤􀀮􀁬􀁨􀁡􀁾􀀠a. a resull or the 1••"'II3.Uo. provfded
for·ln IIlIs Agi••􀁭􀁥􀁮􀁾􀀠111. oer"",,,, of E\eclrfc Power and Energy by Company \0 tha specified IocalJon will be provided In ."",lId.nee >Mill Rate Sche.dule • which may ITom tlmo
10 UlIl!> b. am'rided or sucooeded, TIl!. A!lf"Ilm&nl.uperoede. aU pnMous agreemenlS or "'Ple$ehlalion$, eiUt.r WI1Hen or oral. betwean Company and cilsiom.r made with respect 10 lIle
􀁭􀀮􀁾􀁥􀀢􀀬􀀧fi.reIri eonfllined. and wheo duly oxociJlOd, i:onaUlu!e3lho ogroomelil between Ih.·\llIrliss herolo and Is not binding upOn Coinpany uol...arid unlllsigned by on.·oflts
duly 􀁡􀁾􀁴􀁨􀁯􀁲􀁦􀁺􀁥􀀮􀁤􀀠repros.nlall_, ARTICLE V -qlMI!R.SPECIAl. CONDITIONS· The (entity name) g9rses 'hat the payment Indlcafed In ARTlCLE I of this Agreement shaff be made wtthin
30 days of tbe 􀁤􀁡􀀡􀁾􀁈􀁨􀁥􀀠pi'O!anl fs pomp!s1ed or Jh9 dit4ftha 1i1yp!AA,\Q tecelyed, wij'chfrle; Is 'P(er# ACCi!:FTED'BY COMPANY: ACCEPTED By'CUSTOM5R, 􀁾􀁾...;...􀁧􀁮􀁡􀁴􀁴􀁊􀁲􀁾􀀠SignatUre
sen.!<lr Eng[h"r 􀁮􀁵􀁾􀀠T1U. Dale Slgned 
DATE SUBMITfED: August 2, 2004 FOR COUNCIL MEETING: August 19, 2004 Council Agenda Item: SUMMARY: This item is for Council authorization fur the City Manager to enter into a Contract
Agreement with TXU Electric Delivery for the relocation and installation ofelectrical services in connection with the extension of Arapaho Road, Phase ill, from Addison Road to Surveyor
Blvd. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted Cost: $282,948.00 Source ofFunds: Funds are available from the Arapaho Road Capital Project Fund. BACKGROUND: Ofthe
many aspects relating to the Arapaho Road, Phase mconstruction project, the relocation ofelectric utilities is a substantial undertaking. In accordance with the attached agreement with
TXU Electric Delivery, the Town ofAddison's contractor will instaU conduit fur services that will be relocated during construction. TXU Electric Delivery will puU wires through this
conduit and perfonn other relocation ofoverhead electric facilities within the project site. Money had been allocated to accommodate funding requirements for this portion ofthe project
and it is within the existing budget limits. RECOMMENDATION: Staff recommends that the City Manager be authorized to sign this agreement with TXU Electric Delivery in the amount of$282,948.00.

----------------------------EXlllBIT B TO REAL ESTATE SALES AGREEMENT GENERAL WARRANTY DEED STATE OFTEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF DALLAS § THAT Union Pacific Railroad
Company, a Utah Corporation ("Grantor"), for and in consideration of the sum of TEN AND NO/IOO DOLLARS ($10.00) and other good and valuable consideration paid to Grantor by Town of Addison,
a Texas Municipal Corporation ("Grantee"), whose current address is 5300 Belt Line Road, Dallas, Texas 75254, the receipt and sufficiency whereof are hereby acknowledged, has GRANTED,
SOLD AND CONVEYED, and by these presents does hereby GRANT, SELL AND CONVEY unto Grantee, all of that certain real property situated in Dallas County, Texas, more particularly described
in Exhibit A attached hereto and incorporated herein by reference, together with all buildings, improvements and fixtures located thereon, and all rights, ways, privileges and appurtenances
pertaining thereto (collectively, the "Property"); SUBJECT, HOWEVER, TO taxes for the year 200 I and subsequent years; and, SUBJECT, MOREOVER, TO the matters set forth in Exhibit B attached
hereto and incorporated herein by reference. TO HAVE AND TO HOLD the Property, subject to the aforesaid encumbrances, unto Grantee, Grantee's successors and assigns, forever; and Grantor
does hereby bind Grantor and Grantor's successors and assigns to WARRANT AND FOREVER DEFEND all and singular the Property, subject to the aforesaid encumbrances, unto Grantee, Grantee's
successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this __day of ___-', 2001. GRANTOR: UNION PACIFIC RAILROAD
COMPANY By: Name: ____________________________ Title: ___________________________ 1800 Farnam Street Omaha, Nebraska 68102 18 Document #: 973906 
State of Utah § § County of ______ § Before Me, the undersigned Notary Public, this instrument was acknowledged on this __ day of ______, 2001 by _________-'_________ of Union Pacific
Railroad Company, a Utah corporation, on behalf of said corporation_ Notary Public, State ofUtah Printed name: Commission Expires • 19 Document #: 973906 
Exhibit A Property Description 20 Document #: 973906 
Exhibit B Grantor reserves for Grantor and Grantor's successors the right to a right-of-way for railroad purposes over, on and across the portion of the Property, upon which the Grantor
has built its railroad (the "Easement Property") more specifically described in Attachment 1 attached to this Exhibit B and incorporated herein, together with all and singular the rights
and appurtenances thereto in any way belonging (collectively the "Easement") to have and to hold the Easement so long as and until Grantor or Grantor's successors cease the use of the
Easement Property for railroad purposes for a continuous period of not less than 365 consecutive days. Improvement and maintenance of the Easement Property and the railroad will be at
the sole expense of Grantor. Grantor has the right to eliminate any encroachments into the Easement property. Grantor must maintain the Easement Property in a neat and clean condition.
Grantor has the right to construct, install, maintain, replace, and remove the railroad under or or across any portion of the Easement Property. All matters concerning the railroad and
their configuration, construction, installation, maintenance, replacement, and removal are at Grantor's sole discretion within the Easement Property, subject, however, to applicable
laws, rules, or regulations. Grantor has the right to remove or relocate any fences within the Easement Property or along or near its boundary lines if reasonably necessary to construct,
install, maintain, replace, or remove the railroad, subject to replacement of the fences to their original condition on the completion ofthe work. Provided, however, that notwithstanding
the foregoing, Grantor: (i) shall not interfere with Grantee's use of the Property (including, without limitation, the Easement Property), and (ii) acknowledges Grantee's right to cross
over and use the Easement Area, for or in connection with the extension, construction, reconstruction, building, repairing, replacing, widening, maintenance, modification, control, opening,
and/or use a public street and right-of-way (together with any and all uses incidental thereto, including, without limitation, the installation, repair, maintenance, and replacement
of water lines, sanitary sewer lines, drainage, and other utilities) over, in, upon, under and across that portion of the Property as shown and described in Attachment 2 to this Exhibit
B which is attached hereto and incorporated herein. 21 Document #: 973906 
EXHIBIT C TO REAL ESTATE SALES AGREEMENT BILL OF SALE IN CONSIDERATION ofTen and Noll 00 Dollars ($10.00) and other good and valuable consideration paid to Union Pacific Railroad Company,
a Utah corporation ("Seller"), the receipt of which is hereby acknowledged, Seller does hereby GRANT, CONVEY AND WARRANT to the Town of Addison, a Texas Municipal Corporation ("Purchaser"),
all equipment, machinery, furniture, fittings, fixtures, and articles of personal property (collectively, the "Personal Property") owned by Seller and situated on or used in connection
with those certain premises situated on the real property described in Exhibit A attached hereto and incorporated herein (the "Premises"), including, without limitation the personal
property described in Exhibit B attached hereto and incorporated herem by reference; TO HAVE AND TO HOLD the Personal Property unto Purchaser and Purchaser's successors and assigns,
forever; and Seller does hereby bind Seller and Seller's successors to WARRANT AND FOREVER DEFEND the same unto Purchaser and Purchaser's successors and assigns, against every person
whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED to be effective as ofthe ___ day of______., 2001. SELLER: UNION PACIFIC RAILROAD COMPANY By: ________________________
Name: _______________ Title: __________________ 22 
EXHIBIT D TO REAL ESTATE SALES AGREEMENT ASSIGNMENT OF TENANT LEASES STATE OF ___ § § COUNTY OF ___ § THIS ASSIGNMENT OF TENANT LEASES ("Assignment") is made and entered into to be effective
as of the date and year hereinafter written, by and between Union Pacific Railroad Company, a Utah corporation ("Assignor"), and Town of Addison, Texas, a Municipal Corporation ("Assignee").
INTRODUCTORY PROVISIONS A. Assignor has, contemporaneously with execution hereof, conveyed to Assignee certain real property described in Exhibit A attached hereto and incorporated herein
by reference and all improvements situated thereon (the "Real Property"), together with Assignor's interest in certain personal property attached to, appurtenant to, located on, or used
in connection with the operation of the Real Property (the "Personal Property," and the Real Property and the Personal Property collectively referred to as the "Property"); B. Assignor
has entered into or is the current landlord under lease agreements with third parties covering space at the Property (the "Leases"), said leases being described in Exhibit B attached
hereto and incorporated herein by reference; and, C. In connection with conveyance of the Property by Assignor to Assignee, Assignor has agreed to assign to Assignee the Leases, and
to further assign to Assignee the security and other deposits in respect of the Property and the Leases (the "Deposits"). NOW, THEREFORE, for and in consideration of the foregoing recitals,
the respective agreements and obligations hereinafter set forth, and certain good and valuable consideration delivered by the parties one to the other, the receipt and sufficiency of
which are hereby acknowledged by the parties, the parties hereto do hereby agree as follows: 1. Assignment. Assignor hereby GRANTS, BARGAINS, SELLS, CONVEYS, ASSIGNS, TRANSFERS, SETS
OVER and DELIVERS unto Assignee, Assignee's successors and assigns, the Leases and Deposits. 2. Assumption. Assignee hereby assumes and will observe and perform all obligations and duties
of Assignor as landlord under the Leases, arising from and after the date hereof. 3. Covenants of Assignor. Assignor covenants and warrants as follows: (i) Assignor has all of the rights
of the landlord under all of the Leases; (ii) Assignor has good right to sell, transfer and assign the Leases; (iii) the Leases are free and clear of liens, claims and encumbrances;
(iv) the Leases are in full force and effect and all rents payable thereunder are current except as stated in Exhibit B; (v) there are no uncured defaults on the part of the landlord
or the tenant under the Leases nor any right of offset against the landlord; (vi) there are no agreements with tenants of the Property except as stated in 23 IitJeument if: 971906 
Exhibit B and all such tenns and agreements are expressly set forth in the Leases; (vii) there are no prepaid rentals or security deposits under the Leases except as set forth in Exhibit
B; (viii) there are no rent-free periods or rent concessions under the Leases except as set forth in Exhibit B; (ix) there are no amendments to the Leases except as stated in Exhibit
B; (x) there are no lease commissions due or which will become due under the Leases except as set forth in Exhibit B; and (xi) Assignor shall warrant and forever defend the title to
the Leases against the la",fu] claims and demands of all persons whomsoever. 4. Indemnification. Assignor hereby indemnifies and holds harmless Assignee from and against any and all
claims, suits, costs and expenses, including reasonable attorneys' fees, arising prior to the date hereof with respect to the Leases and Deposits, or in connection with any security
deposits paid to Assignor prior to the date hereof but not delivered to Assignee herewith. 5. Further Assurances. Assignor shall from time to time, upon request by Assignee, provide
Assignee with such information and documentation, take such actions, and execute, acknowledge and deliver such documents and instruments as Assignee may reasonably require to better
evidence the transfers, assignments, confmnations and assurances covered by this Assignment or intended so to be. 6. Successors and Assigns. The agreements, covenants, warranties and
representations herein set forth shall be binding upon, and inure to the benefit of, Assignor and Assignee and their respective successors and assigns. EXECUTED to be effective as ofthe
day of _______, 2001. ASSIGNOR: UNION PACIFIC RAILROAD COMPANY By: ______________ Name: _________________________ Title: _________________________ ASSIGNEE: TOWN OF ADDISON By: ___________
Name: _________________________ Title: _________________________ 24 
State of Utah § § County § Before Me, the undersigned Notary Public, this instrument was acknowledged on this __ day of ____-', 2001 by _________--',_________ of Union Pacific Railroad
Company, a Utah corporation, on behalf ofsaid corporation. Notary Public, State of Utah Printed name: Commission Expires State ofTexas § § County of Dallas § Before Me, the undersigned
Notary Public, this instrument was acknowledged on this __ day of ____---', 2001 by _________,________ of Town of Addison, a Texas Municipal corporation, on behalf ofsaid corporation.
Notary Public, State ofTexas Printed name: Commission Expires 25 Dorume.nl t.t; 97390(; 
EXIDBIT E TO REAL ESTATE SALES AGREEMENT NON-FOREIGN AFFIDAVIT STATE OF ___ § § COUNTY OF ___ § BEFORE ME, the undersigned authority, on this day personally appeared ______-' who after
being duly sworn, upon oath did depose and state as follows: Section 1445 of the Internal Revenue Code of 1986, as amended (the "Code"), provides that a transferee (buyer) of a U.s.
real property interest must withhold tax if the transferor (seller) is a foreign person. To inform Town of Addison ("Transferee") that withholding of tax is not required upon disposition
of a U.S. real property interest by Union Pacific Railroad Company, a Utah corporation ("Transferor"), the undersigned hereby certifies the following on behalf of Transferor: 1. Transferor
is not a foreign corporation, foreign partnership, foreign trust or foreign estate, as defmed in the Code and Income Tax Regulations promulgated thereunder (the "Regulations"); 2. Transferor'S
U.S. employer identification number is ________ 3. Transferor's office address is __________ 4. Transferor is aware that Transferee is relying upon this instrument in not withholding
tax from the amount realized on the disposition of the property described in Exhibit A attached hereto by Transferor to Transferee as would be required of Transferee without such reliance
by Section 1445 of the Code and the Regulations; and 5. The undersigned is the of Transferor and has personal knowledge of the facts set forth in this Affidavit and is qualified to make
this Affidavit. The undersigned understands that this Affidavit may be disclosed to the Internal Revenue Service by Transferee and that any false statement made herein by the undersigned
could be punished by fine, imprisonment, or both. Under penalties of perjury, the undersigned declares that the undersigned has examined this Affidavit and that this Affidavit is true,
correct, and complete, and the undersigned further declares that the undersigned has authority to sign this Affidavit on behalf ofTransferor . Printed Name: 26 Document #: 973906 
SUBSCRIBED AND SWORN TO BEFORE ME this __day of_____, 2001, by ________-Notary Public, State of________Notary Public in and for The State Notary's Printed Name: _______ 27 
REAL ESTATE PURCHASE AGREEMENT THIS REAL ESTATE PURCHASE AGREEMENT ("Agreement") is enteredill,to hy and between UNION PACIFIC RAILROAD COMPANY ("Seller") and TO"'N OF;kJ)DI8ON ("Purchaser").
"X"'" "'\ ' RECITALS: A. Seller is the owner of raw land being approximately 8.3714 adilig., genera:Ily located west of the Addison Road/Arapaho Road Intersection and near 1he South
End of the Addison Airport runway in the Town of Addison, Dallas County, Texas, more partiCUlarly described on Exhibit A attached hereto and incorporated herein by reference; and, B.
Upon and subject to the tenns and conditions of this Agreement, Purchaser has offered to purchase, and Seller is willing to sell, said real property, and the improvements thereon owned
by Seller and used in connection with 1he operation and maintenance 1hereof. THEREFORE, for and in consideration of the premises and the respective covenants, agreements and obligations
hereinafter set forth, Seller and Purchaser do hereby agree as follows: I. SALE AND PURCHASE 1.01 Upon and subject to 1he tenns and conditions of this Agreement, Seller shall sell to
Purchaser, and Purchaser shall purchase from Seller, the following: (a) The real property described and depicted in Exhibit A attached hereto and 1he improvements thereon, toge1her with
all rights, ways, privileges, rights of ingress or egress, or other interests in, on, or to, any land, street, road, open or proposed, in, across, in front of, abutting or joining and
appurtenances of Seller pertaining 1hereto (1he "Real Property"); (b) Except for the Easement Property Lease (as defmed in Paragraph 1.03 below), the Landlord's interest in and to all
leases and rental agreements with tenants of the Real Property ("Tenant Leases"), and all prepaid rentals (to the extent applicable to a period beyond the Closing Date) security and
other deposits ("Tenant Deposits") held in connection with 1he Tenant Leases; (c) All of Seller's right, title and interest in and to all service contracts and operating agreements relating
to the Real Property or 1he personal property situated on and used in connection wi1h the Real Property ("Personal Property")("Service Contracts") (save and except such contracts and
agreements directly related to the Easement); (d) All of Seller's right, title and interest in and to all governmental pennits, licenses, certificates and approvals in connection wi1h
1he ownership and operation of the Real Property (save and except such pennits, licenses, certificates and approvals directly related to 1he Easement); and ' (e) All of Seller's right,
title and interest in and to all warranties of contractdrs; manufacturers and suppliers affecting 1he Real Property or Personal Property (save and except such warranties directly related
to the Easement). 1.02 Seller reserves for Seller and Seller's successors the right to a right-of-way' for railroad purposes over, on and across the portion of 1he Real Property upon
which the Seller has built fts.' ' 1 
railroad (the "Easement Property"), the location of which is generally shown on Exhibit B attached hereto and incorporated herein and shaded in the color violet, together with all and
singular the rights and appurtenances thereto in any way belonging (collectively the "Easement") to have and to hold the Easement so long as and until Seller or Seller's successors cease
the use of the Easement Property for railroad purposes for a continuous period of not less than 365 consecutive days. 1.03 Seller represents that the Easement Property is currently leased
to [DGNOl pursuant to that agreement dated by and between The St. Louis Southwestern Railway Company and [DGNO] and entitled" " (the "Easement Property Lease"), a Memorandum ofwhich
is recorded in Volume -'Page --' Dallas County real property records. Seller represents that is the successor by merger to The St. Louis Southwestern Railway Company and is the sole
landlord under the Easement Property Lease. 2. PURCHASE PRICE 2.01 The purchase price for the Real Property (the "Purchase Price") is One Million Three Hundred Sixty-seven Thousand One
Hundred Fifteen & 45/100 Dollars ($1,367,115.45), and shall be paid or delivered to Seller by Purchaser at Closing (hereinafter defmed), subject to Closing prorations and credits as
provided in this Agreement, in cash, by cashier's check, or by wire transfer of good funds received on the Closing Date (hereinafter defmed) at a depository institution designated by
Seller. 3. TITLE STATUS, SURVEYS 􀁁􀁴􀁾􀁄􀀠INSPECTIONS 3.01 Purchaser has obtained a survey of the Real Property, a true and correct copy of attached hereto as Exhibit "A". Within fifteen
(15) days after the Effective Date (as defined in Paragraph 7.02 below1 Purchaser will, at Seller's expense, obtain a survey of the Easement Property (the "Easement Property Survey")
(which Survey shall reflect such matters as determined by Purchaser) and cause a copy of the Easement Property Survey to be delivered to Seller. The description of the Easement Property
contained in the Easement Property Survey shall serve as the legal description for the Easement Property. 3.02 Seller shall cause the following matters and items to be delivered to Purchaser
within ten (10) days (except as stated otherwise below) after execution hereof by Seller and Purchaser: (a) Within twenty (20) days after execution hereof by Seller and Purchaser, a
current Commitment for Title Insurance from Hexter-Fair Title Insurance Company (the "Title Company"), Attention: Carol Erick, located at 8333 Douglas Avenue, Dallas, Texas 75225, in
standard form used in the state of Texas (the "Commitment"), covering the Real Property (and the legal description contained in the Commitment, unless and to the extent modified by the
Easement Property Survey described above, shall be deemed incorporated in this Agreement), showing the Purchase Price as the policy amount, in favor of Purchaser, pursuant to which the
Title Company agrees, subject to the provisions thereof, to issue an Owner Policy of Title Insurance (the "Owner Owner Policy") to Purchaser, together with copies ofall instruments and
documents referred to therein as exceptions to title.; With regard to the standard printed exceptions and other common exceptions generally included in Texas form Commitments for Title
Insurance: (i) the exception for restrictive covenants shall be annotated ''None of Record", (ii) the exception for area and boundaries shall be annotated to show that upon receipt by
the Title Company of a satisfactory survey, the exception will at Closing be limited to 2 
"shortages in area", (iii) the exception for ad valorem taxes shall reflect only taxes for the current year "not yet due and payable" and subsequent assessments for prior years due to
change in land usage or ownership, (iv) there shall be no exception for "visible and apparent easements", for ''public or private roads" or the like, and (v) there shall be no exception
for "rights of parties in possession" although there may be an exception for "rights oftenants under unrecorded written leases as tenants only". (b) List of the Personal Property; (c)
Copies of all Service Contracts; (d) Copies of tax bills for the current and prior year relating to the Real Property; (e) Copies of any environmental reports, soils reports, as-built
plans and specifications, engineering reports, and handicapped access reports relating to the Real Property in Seller's possession; (f) Current rent-roll for the Real Property (but excluding
the Easement Property Lease), certified to be true and correct by Seller, listing the name of of each tenant by leased space, the current monthly rental for each tenant, the date of
lease termination, and the amount of Tenant Deposits held by Seller in regard to each tenant; and (g) Except for the Easement Property Lease, copies of all Tenant Leases, correspondence
with tenants in the preceding 12 months, and all information concerning operating expense pass-through billings and reconciliations including base year information for each tenant. 3.03
Purchaser shall have a period of time (the "Inspection Period"), commencing the day after the Effective Date (as defined in Paragraph 7.02 below) and ending at 5:00 p.m. "Local Time"
(defmed to mean the standard or daylight savings time then in effect in the county in which the Real Property is located) on the thirtieth (30th) calendar day thereafter, to inspect
and examine, at the Purchaser's sole cost and expense, the items and materials delivered to Purchaser set forth in Paragraph 3.02; conduct feasibility, engineering and other tests and
studies that Purchaser may desire; and inspect. and examine, and make and take away copies of, alilicenses, permits and approvals pertaining to the Real Property, all as-built plans
and specifications for the Real Property in Seller's possession, all Tenant Leases and related documentation, all appraisal reports, all soil reports, building reports and other studies
and reports in Seller's possession, all insurance files and employment files pertaining to the Real Property, and all other documents, contracts, books, records and other materials relating
to the Real Property in Seller's possession to determine ifthe Real Property is suitable for Purchaser's purposes. At any time prior to the expiration of the initial Inspection Period,
Purchaser may elect to extend the Inspection Period for an additional thirty (30) days by delivering written notice of such election to SeHer on or before the expiration of the initial
Inspection Period. At any time prior to the expiration of the Inspection Period as extended pursuant to the preceding sentence, Purchaser may elect to extend the Inspection Period a
second time for an additional thirty (30) days by delivering written notice of such election to Seller on or before the expiration of the first extension of the Inspection Period as
described herein. Upon any extension of the Inspection Period as provided herein, the term "Inspection Period" shall thereafter mean the Inspection Period as extended by this paragraph.
Ifthis Agreement is tenninated for any reason, Purchaser shall return all copies of all licenses, pennits, leases, contracts, books, records and any other documents in its possession
relating to the Real Property to Seller within five (5) days from the termination of this Agreement. 3 
3.04 During the Inspection Period and thereafter until Closing, Seller shall make all portions of the Real Property available to Purchaser during regular business hours to permit the
inspections, examinations, tests and studies that Purchaser may deem appropriate. 3.05 IfPurchaser delivers to Seller, prior to expiration ofthe Inspection Period, written notice of
objections to the results of the inspections conducted or performed by or on behalf of Purchaser pursuant to this Section 3, Seller will have the option, until 5:00 p.m. Local Time on
the tenth (10th) day after expirationof the Inspection Period, to cure such objections to the reasonable satisfaction of Purchaser, but shall have no obligation to do so. If Seller is unwilling or unable to cure such objections
within such ten (10) day period, for any reason, Purchaser will have until 5:00 p.m. Local Time on the fifth (5th) day (the "Determination Date") after the earlier of (a) receipt of
notice from Seller that Seller is unable or unwilling to cure Purchaser's objections, or (b) expiration of such ten (10) day period, to either (y) waive such objections in writing, or
(z) terminate this Agreement by written notice to Seller. IfPurchaser elects to terminate this Agreement pursuant to (z) foregoing, then neither Purchaser nor Seller shall have any further
obligation hereunder. If Purchaser fails to deliver written waiver of objections pursuant to (y) foregoing, and fails to notifY Seller that Purchaser has elected to terminate this Agreement
pursuant to (z) foregoing, prior to 5:00 p.m. Local Time on the Determination Date, then this Agreement shall be deemed to have terminated and neither Seller nor Purchaser shall have
any further obligation hereunder. 3.06 Title matters approved by Purchaser or, if objected to, cured by Seller or waived by Purchaser, will be deemed permitted exceptions ("Permitted
Exceptions"). 3.07 Purchaser will repair, at Purchaser's expense, any portion of the Real Property damaged by Purchaser's inspections to the condition thereof existing immediately prior
to Purchaser's inspections. 4. CLOSING 4.01 The date of closing of the transaction contemplated by this Agreement (the "Closing Date"), shall be, and the event of closing (the "Closing")
shall occur, on the thirtieth (30th) day ofNovember, 2001 or such earlier date as SeJler and Purchaser mutually agree, in the offices of the Title Company or such other place as Seller
and Purchaser mutually agree, at such hour as Seller and Purchaser mutually agree but otherwise at 10:00 a.m. local time where Closing is to occur. 4.02 SelIer shall pay the following
Closing costs: (i) Seller's attorneys' fees and costs; (ii) the premium for the Owner Policy (but not any amendments thereto, which shall be an expense of Purchaser); (iii) the costs
associated with payment in full of existing mortgages and other liens affecting the Real Property; (iv) all costs of documentary stamps or other sales or transfer taxes relating to the
conveyance oftitle to the Real Property to Purchaser; and (v) one-half (Y:z) of escrow charges. Purchaser shall pay the following Closing costs: (i) Purchaser's attorneys' fees and costs;
(n) the costs of Purchaser's inspections of the Real Property; (iii) any amendments to the Owner Policy; (iv) the cost of recording the Deed (hereinafter defined); (v) one-half (Y:z)
of escrow charges, and (vi) the cost of the Easement Property Survey as provided in Paragraph 3.01 above. All other costs and expenses of the transaction contemplated hereby shall be
borne by the party incurring the same or as otherwise provided herein. 4.03 Ad valorem and personal property taxes, and assessments for special or local improvements, with respect to
the Real Property shall be prorated to the Closing Date. If the Closing 4 
Date occurs before the tax rate is established for the year of Closing, apportionment of taxes shall be made on the basis of taxes levied upon the Real Property for the preceding year
and the Purchase Price, and any necessary adjustments shall be made in cash between the parties when the tax bills for the year of Closing are received. 4.04 Rents receivable from tenants
of the Real Property attributable to the period of time prior to the Closing Date shall be paid to Seller to the extent collected on or before the Closing Date. Except for rents from
the Easement Property Lease, rents attributable to the period of time from and after the Closing Date shall be paid to Purchaser. Rents from the Easement Property Lease shall be and
remain the property of Seller during the term ofthis Agreement and after the Closing. To the extent that rents for the month in which Closing takes place are received by Purchaser after
Closing, the same shall be prorated (as of the day prior to the Closing Date) upon receipt thereof, thereof, and Seller's pro-rata portion thereof shall be promptly remitted to Seller
by Purchaser. Purchaser agrees to use usual collection procedures with respect to the collection of any amounts payable by tenants and attributable to the period of time prior to the
Closing Date, but Purchaser shall have no liability for the failure to collect any suchamounts and shall not be required to conduct lock-outs or take any other legal action to enforce
collection of any such amounts owed to Seller by tenants of the Real Property. All sums collected by Purchaser from and after Closing from each tenant shall be applied first to current
amounts owed by such tenant to Purchaser and then to prior delinquencies owed by such tenant to Seller. 4.05 Except for income from the Easement Property Lease, all income from the Real
Property (other than rents) attributable to the period of time prior to the Closing Date shall belong to Seller. Income from the Easement Property Lease or Seller's use of the Easement
Property shall be and remain the property of Seller during the term ofthis Agreement and after the Closing. All other income from the Real Property attributable to the period oftime
from and after the Closing Date shall belong to Purchaser. Purchaser shall remit to Seller any income owing to Seller within thirty (30) days after receipt thereof. 4.06 Operating expenses
payable by the owner of the Real Property and utility charges for the Real Property which have accrued prior to the Closing Date (and those operating expenses and utility charges in
connection with the Easement Property which accrue after the Closing Date) shall be paid by Seller, and, except for operating expenses and utility charges in connection with the Easement
Property, all such operating expenses and utility charges attributable to and accruing on the Closing Date and thereafter shall be paid by Purchaser. To the extent any such expenses
and charges are not determinable as of the Closing Date, the same shall be paid promptly upon receipt of an invoice therefor by the party obligated for payment thereof. Seller shall
transfer to Purchaser all utility deposits, bonds or other security which have been deposited with any utility company providing service to the Real Property, and Seller shall receive
a credit therefor at Closing. 4.07 At Closing, Seller shall deliver to Purchaser the following items and documents which, with respect to the latter, shall be duly executed and, where
appropriate, acknowledged, together with any and all items or instruments necessary or appropriate thereto: (a) General Warranty Deed in the form of Exhibit B hereto ("Deed"), conveying
title to the Real Property to Purchaser subject only to the Easement and the Permitted Exceptions; (b) Bill ofSale in the form of Exhibit C hereto with attached list ofthe Personal Property;
(c) Assignment of Tenant Leases in the form of Exhibit D hereto ("Assignment of Tenant Leases"); 5 Doeum.eru j: 973906 
(d) Non-foreign affidavit in the form of Exhibit F attached hereto; (e) Tenant Estoppel Certificates (hereinafter defined) and Seller's Estoppel Certificates (hereinafter defined), ifany,
as provided in Paragraph 9,03 hereof; (f) Cash, or a credit against the Purchase Price, in the amount of all Tenant Deposits; (g) Rent-roll for the Real Property, dated as of the close
of business on the day prior to the Closing Date, containing the information shown in the rent-roll delivered to Purchaser pursuant to Paragraph 3.02 hereof, certified to be true and
correct by Seller; (h) Owner Policy, insuring title to the Real Property in Purchaser, subject only to the Permitted Exceptions; (i) Original, executed Tenant Leases (to be delivered
to Purchaser at the Real Property premises); (j) Affidavits required by the Title Company to issue the Owner Policy; (Ie) Evidence acceptable to the Title Company as to the authority
of the person or persons acting for Seller to the transactions contemplated by this Agreement and the execution and delivery of closing documents to be delivered by Seller at Closing;
and, (I) Keys and combinations to locks and other security devices located on the Real Property (to be delivered to Purchaser at the Real Property premises). 4.08 At Closing, Purchaser
shall deliver to Seller the following items and documents, which, with respect to the latter shall be duly executed and, where appropriate, acknowledged, together with any and all documents
or instruments necessary or appropriate thereto: (a) The Purchase Price (subject to Closing adjustments as provided in this Agreement), in cash, by cashier's check, or by wire transfer
of good funds to Seller's designated depository bank; and (b) Evidence acceptable to the Title Company as to the authority of the person or persons acting for Purchaser to the transactions
contemplated by this Agreement and the execution and delivery ofclosing documents to be delivered by Purchaser to Seller at Closing. 4.09 Possession of the Real Property shall be delivered
to Purchaser at Closing, subject only to the rights oftenants in possession under the Tenant Leases and the Permitted Exceptions. 5, OPERATION PRIOR TO CLOSING, CASUALTY AND CONDEMNATION
5.01 Seller shall maintain, repair, manage and operate the Real Property from and after the Effective Date (as defmed in Paragraph 7.02) and until Closing in the same marmer as Seller
has, in the ordinary course of business in the past, maintained, repaired, managed and operated the Real Property. From and after the Effective Date and until the earlier of the Closing
or termination of this Agreement, Seller shall not enter into any additional leases or any renewals or expansions of existing leases (except for the Easement Property Lease) without
the prior written consent of Purchaser. In connection with brokerage commission and tenant improvements expenses associated with any such additional lease, or renewal or expansion of
any existing lease, such expenses shall be prorated over the 6 
term of such agreement and Seller shall receive a credit for such expenses allocable to the period from and after Closing. 5.02 In the event of damage to or destruction of all or any
part of the Real Property ("Casualty Damage") prior to the Closing Date: (a) Seller shall promptly notify Purchaser of such Casualty Damage and Closing shall be extended on a day-by-day
basis for a period of up to thirty (30) days following the date of such Casualty Damage, during which time Seller shall use all reasonable efforts to determine the cost of repairing
such Casualty Damage and provide Purchaser with (i) an independent estimate of the cost of repair of such Casualty Damage (the "Cost Estimate") made by a reputable general contractor
in the area of the Real Property who regularly performs the type of repair work required and is reasonably acceptable to Purchaser, and (ii) evidence of the availability of insurance
proceeds ("Insurance Information") which (combined with any deductible amount payable by Seller) will be sufficient to cover the cost of such Casualty Damage. If, for any reason whatsoever,
Seller does not deliver the Cost Estimate and the Insurance Information to Purchaser within such thirty (30) day period, and if Purchaser does not waive such requirement, then, without
notice to, or further consent by, either Seller or Purchaser, this Agreement shall automatically terminate unless the Closing Date shall be further extended by the mutual written agreement
of Seller and Purchaser; and, upon any such termination, and neither Seller nor Purchaser shall have any further obligation under this Agreement. (b) If Seller provides the Cost Estimate
and the Insurance Information to Purchaser within such thirty (30) day period, and the Cost Estimate is not greater than TEN THOUSAND AND NO/IOO Dollars ($10,000.00), Seller shall assign
all of Seller's rights to the available insurance proceeds to Purchaser at Closing and pay to Purchaser at Closing any applicable deductible amount in respect of such insurance (as well
as any insurance proceeds received by Seller in respect of such Casualty Damage) and Closing shall occur on the Closing Date, extended as provided above in Paragraph 6.02(a). If the
available insurance proceeds plus such deductible amount will not, in the reasonable opinion of Purchaser be adequate to repair such Casualty Damage to the condition existing immediately
prior to the occurrence of such Casualty Damage, then Purchaser may refuse such assignment of insurance proceeds and such funds and terminate this Agreement upon written notice to Seller
given on or before Closing, in which event neither Seller nor Purchaser shall have any further obligation under this Agreement. (c) If Seller provides the Cost Estimate and the Insurance
Information to Purchaser within such thirty (30) day period, and the Cost Estimate is equal to or greater than TEN THOUSAND AND NO/IOO Dollars ($10,000.00), Purchaser shall have the
election, exercisable within ten (10) days following delivery of the Cost Estimate and the Insurance Information to Purchaser, to terminate this Agreement by written notice to Seller,
whereupon neither Seller nor Purchaser shall have any further obligation under this Agreement. IfPurchaser does not elect to so terminate this Agreement, Seller and Purchaser shall promptly
proceed to Closing and the purchase and sale of the Real Property shall be consummated as provided in this Agreement, in which event Seller shall assign to Purchaser Seller's rights
to the insurance proceeds payable in respect of the Casualty Damage and pay to Purchaser the amount of the applicable deductible in respect of such insurance, and deliver to Purchaser
any insurance proceeds received by Seller in respect of such Casualty Damage. 5.03 In the event of condemnation or sale in lieu of condemnation of all or any portion of the Real Property
prior to the Closing, either Seller or Purchaser shall have the option, to be exercised within ten (10) days after receipt of notice of such condemnation or sale, of terminating this
Agreement or electing to have this Agreement remain in full force and effect. In the event both parties elect not to terminate the obligations under this Agreement, Seller shall assign
to Purchaser any and all claims for 7 Document #: 973906 
the proceeds of such condemnation or sale to the extent the same are applicable to the Real Property, and Purchaser shall take title to the Real Property with the assignment of such
proceeds and subject to such condemnation and without reduction of the Purchase Price. Should either party elect to tenninate its obligations under this Agreement under the provisions
of this Paragraph 6.03, neither Seller nor Purchaser shall have any further obligation under this Agreement. 6. DEFAULT 6.01 If Purchaser fails to purchase the Real Property in accordance
with the tenns and conditions of this Agreement, or otherwise defuults in the perfonnance of Purchaser's obligations pursuant to this Agreement, for any reason whatsoever, other than
Seller's default or as otherwise permitted by this Agreement, Seller, as Seller's sole and exclusive remedy, may terminate this Agreement, and neither Purchaser nor Seller shall have
any further obligation under this Agreement. 6.02 If any representation or warranty of Seller set forth in this Agreement shall prove to pe untrue or incorrect in any material respect,
or Seller fails to convey the Real Property in accordance with the terms and conditions of this Agreement, or otherwise defaults in the perfonnance of Seller's obligations pursuant to
this Agreement, for any reason whatsoever, other than Purchaser's default or as otherwise permitted by this Agreement, Purchaser, as Purchaser'S sole and exclusive remedy, may select
and pursue anyone of the following remedies: (i) seek specific perfonnance of Seller's obligations under this Agreement; (ii) terminate this Agreement and neither Seller nor Purchaser
shall have any further obligation under this Agreement; or (iii) purchase the Real Property notwithstanding such default pursuant to the terms of this Agreement, in which event such
default by Seller shall be deemed waived by Purchaser without further claim against Seller. 7. EXECUTION OF AGREEMENT AND EFFECTIVE DATE 7.01 This Agreement (or counterparts hereof)
must be executed by Seller and Purchaser and delivered to the Title Company no later than 5:00 p.m. Local Time on or before the third (3rd) day following the date this Agreement is executed
by the first of Seller or Purchaser to execute this Agreement, or this Agreement shall, without notice to or further consent by either Seller or Purchaser, be nUll, void and of no further
force or effect whatsoever. Immediately upon receipt by the Title Company of this Agreement (or a counterpart hereof) executed by Purchaser and Seller, the Title Company shall execute
and deliver a copy of such fully executed Agreement (with counterpart execution pages) to Seller and Purchaser at their respective addresses for notice in this Agreement.· 7.02 The effective
date of this Agreement shall be the date on which the Title Company acknowledges receipt of a fully executed copy (or executed counterparts) of this Agreement by its execution of the
fonn of "Acceptance By Title Company" attached hereto (the "Effective Date"). 8. REPRESENTATIONS, WARRAKTIES, AND COVENANTS OF SELLER 8.01 Seller represents and warrants, such representations
and warranties to survive Closing, and covenants to Purchaser as follows: 8 
(a) Seller is the sole owner of the Real Property and has the full right, power and authority to execute this Agreement and carry out the terms and obligations set forth in this Agreement,
and all requisite action necessary to authorize Seller to enter into this Agreement and to carry out Seller's obligations hereunder has been taken. (b) Seller is not bound by any agreement,
license, permit or other restnctlOn, or any judgment, order, statute, rule, regulation, writ, injunction or decree which would prevent sale of the Real Property to Purchaser; and no
order of any court or any registration with, or approval, order or authorization by, or payment of any fee to, any governmental authority or other entity or person is required for the
sale ofthe Real Property to Purchaser pursuant to this Agreement. (c) There are no leases, tenancies, licenses or other rights of occupancy or use for any portion of the Real Property
other than as set forth in the rent roll and that there are no commission due and owing or to to become due and owing with respect to Tenant Leases. (d) Each of the Tenant Leases is
valid and subsisting and in full force and effect, and, except as otherwise set forth on the rent roll, the tenant thereunder is in actual possession of the leased unit or space and,
except as otherwise set forth on the rent roll, is not in default in its obligation to pay rent or its other monetary obligations. (e) Except as set forth on the rent roll, no tenant
has asserted any claim of which Seller has written notice which could adversely affect the right of the landlord to collect rent from such tenant and no notice of default or breach on
the part of landlord under any of the Tenant Leases has been received by Seller from the tenant thereunder. (1) Except as set forth on the rent roll, no security deposits have been paid
by tenants under the Tenant Leases which have not heretofore been returned to the tenants; and the amount of the deposits to be transferred to Purchaser at the Closing shall include
the full amount of security deposits for the return of which Purchaser or any subsequent owner of the Property could be held accountable or responsible after the Closing Date. (g) The
Tenant Leases available for review by Purchaser are true and correct copies of the actual leases in Seller's possession and are the complete written documentation of the agreement between
the Seller, as landlord, and the tenant; there are no material oral agreements or undisclosed material writren agreements between Seller, as landlord, and any tenant which have not been
fully disclosed in writing to Purchaser. (h) The continued maintenance and operation of the Real Property is not now, and on the Closing Date will not be, dependent on facilities located
at any other property (other than public utilities and public streets), and the continued maintenance and operation of any other property is not dependent on facilities located on the
Real Property premises. (i) There is no condemnation proceeding threatened or pending with regard to or affecting the Real Property. 0) All water, sewer, gas, electricity, oil, telephone
and other utilities required for the ownership and operation of the Real Property either enter the Real Property through adjoining public streets or pass through adjoining private land
in accordance with legal, valid and enforceable easements which will inure to the benefit of Purchaser. All utilities are installed and operating and all installation and counection
charges have been paid for in fulL 9 Doo;umcnt II: 913906 
(k) Improvements on the Real Property and the present use, occupancy and operation of the Real Property comply in all materials respects with applicable zoning requirements and do not
depend on further ordinance, variance, exception or approval for their continuing legality. Seller has received no notice of any violation of any recorded restriction, condition, agreement,
or any violation of any building, health, safety, environmental, pollution control, fire or other law or regulation respecting the Real Property, the Personal Property, the Easement
Property, and no written notice ofany such violation has been issued by any govermnental authority. (1) Seller has received no notice, and has no knowledge, of any litigation, or govermnental
or private proceeding concerning Seller or the Real Property, the Easement Property or any unfulfilled requirements of any insurance company concerning the Real Property. (m) Seller
has received no notice of any contemplated increase in tax rate or assessed value or other matter which would increase the taxes for the Real Property. Purchaser acknowledges that Seller
has completed significant and substantial improvements to the Real Property, which may cause an increase in the assessed value of the Real Property. (n) All Service Agreements which
Purchaser determines to cancel shall be cancelable by Purchaser immediately after Closing without charge or penalty to Purchaser. There are no management, service, equipment, supply,
security, maintenance, concession or other agreements with respect to or affecting the Real Property, except for the Service Agreements. (0) Seller shall not remove any property subject
to this Agreement from the premises on the Real Property except in the ordinary course ofbusiness in connection with replacement of the same with items oflike quality. (P) Seller shall
maintain through the Closing Date the existing casualty and liability . insurance relating to the Real Property. (q) Except as may be shown in any environmental report delivered to Purchaser,
Seller has no knowledge of any facts or conditions which violate applicable environmental laws, rules or regulations (including, without limitation, laws, rules or regulations regarding
hazardous wastes and asbestos) of any governmental or quasi-governmental body or agency having jurisdiction over the Real Property. Seller has not received any written notice from any
governmental or quasi-govermnental agency, or any person or entity, regarding a violation of any applicable environmental law, rule or regulation (including, without limitation, hazardous
wastes and asbestos).(r) Seller recognizes and acknowledges that Purchaser is purchasing the Real Property in part to extend, construct, reconstruct, build, repair, replace, widen, maintain,
modifY, control, open, andlor use a public street and right-of-way (together with any and all uses incidental thereto, including, without limitation, the installation, repair, maintenance,
and replacement of water lines, sanitary sewer lines, drainage, and other utilities) ((together, "Public Street Uses") over, in, upon, under and across that portion of the Real Property
as shown and described in "Exhibit C" attached hereto and incorporated herein. Seller agrees, represents and warrants that (i) neither Seller, nor Seller's successors or assigns, shall
interfere with the Purchaser's use of the Real Property, and (ii) Purchaser shall have the right to cross over and use the Easement Area, for or in connection with the Public Street
Uses. 10 Document fl.; 973906 
9. REPRESENTATIONS AND WARRANTIES OF PURCHASER; CONDITIONS PRECEDENT 9.01 Purchaser represents and warrants to Seller, as of the date hereof and as of the Closing Date, that Purchaser
has the full right and authority to purchase the Real Property from Seller as provided in this Agreement and to carry out Purchaser's obligations under this Agreement, and all requisite
action necessary to authorize Purchaser to enter into this Agreement and to carry out Purchaser's obligations hereunder has been taken. 9.02 Purchaser's obligation to consummate the
purchase and sale of the Real Property on the Closing Date shall be subject to the satisfaction of the following conditions precedent, anyone or more of which may be waived in writing
by Purchaser, in whole or in part, on or as of the Closing Date: (a) Seller shall have fully and completely kept, observed, performed, satisfied and complied with all terms, covenants,
conditions, agreements, requirements, restrictions and provisions required by this Agreement to be kept, observed, performed, satisfied or complied with by Seller before, on or as of
the Closing Date; (b) The representations and warranties of Seller in this Agreement shall be true and correct on and as of the Closing Date, in the same manner and with the same effect
as though such representations and warranties had been made on and as of the Closing Date; (c) No matters affecting title to the Real Property shall have been filed or recorded between
the Effective Date and recordation ofthe Deed; (d) On the Closing Date, the Real Property shall be in substantially the same condition as it was on the last day ofthe Inspection Period;
and (e) Seller shall have obtained and delivered to Purchaser original executed Tenant Estoppel Certificates (the "Tenant Estoppel Certificates") executed by all tenants under the Tenant
Leases in substantially the form required by Purchaser dated within twenty (20) days prior to the Closing. If such condition has not been satisfied because certain tenants have failed
to execute and deliver Tenant Estoppel Certificates to Seller, then, at the Closing, Purchaser, in its sole discretion, may elect to accept Tenant Estoppel Certificates for such tenants
executed by Seller (each a "Seller's Estoppel Certificate"). The certifications made in each Seller's Estoppel Certificate shall (i) be to the best of Seller's knowledge and (ii) survive
the Closing (unless replaced by delivery to Purchaser of a Tenant Estoppel Certificate from the applicable tenant). If any of the foregoing conditions have not been satisfied or performed
or Waived in writing by Purchaser on or as of the Closing Date, Purchaser shall have the right, at Purchaser's option, either (i) to terminate this Agreement by giving written notice
to Seller on or before the Closing Date, in which event Purchaser shall have no further obligations hereunder and this Agreement shall become null and void; or (ii) if such failure of
condition constitutes a breach of representation or warranty by Seller, constitutes a failure by Seller to perform any of the terms, covenants, conditions, agreements, requirements,
restrictions or provisions of this Agreement, or otherwise constitutes a default by Seller under this Agreement, to exercise such rights and remedies as provided for in Paragraph 7.02.
11 Document II: 913:906 
10. MISCELLANEOUS 10.01 Seller shall not assign, transfer or otherwise convey, and shall not have the right or power to assign, transfer or otherwise convey, this Agreement or any of
Seller's rights, duties, or obligations hereunder without the prior written consent ofPurchaser. This Agreement and the terms and provisions hereof apply to, are binding upon and inure
to the benefit of the parties hereto, and their respective permitted successors and permittedassigns. 10.02 Time is ofthe essence ofthis Agreement. 10.03 All notices, requests, demands, elections, offers, acceptances and other communications (collectively, "Communications")
required or permitted to be delivered hereunder shall be in writing. Communications shall be delivered in one ofthe following ways: (i) by facsimile to the number, if any, specified
below; (ii) by hand delivery, marked for same day delivery, to the address specified below; (iii) by deposit of the Communication, marked for next day delivery, with Federal Express,
or other reputable overnight courier, to the address specified below; or (iv) by deposit of the Communication, sent certified mail, return receipt requested, in an official depository
for the United States Mail, to the address specified below. Communications sent by facsimile shall be deemed delivered when received at the specified transmittal number. Hand-delivered
Communications shall be deemed delivered when received at the specified address. Communications sent by overnight courier shall be deemed delivered the day following deposit with such
overnight courier (when deposited in time for next day delivery), unless actual receipt is required by the terms of this Agreement. Communications sent by the United States certified
mail, return receipt requested, sbal1 be deemed delivered on the day of such deposit, unless actual receipt is required by the terms of this Agreement. Communications shall be sent to
the party to whom given at the address or number set forth below, with a copy of such Communication given to such party's attorney at the address or number set forth below: Ifto Seller:
With a copy to: Union Pacific Railroad Company Real Estate Department 1800 Farnam Street Omaha, Nebraska 68102 Attention: __________________ Telephone No. ___________ Facsimile No. ___________
Ifto Purchaser: With a copy to: Town ofAddison Office ofThe City Manager 5300 Belt Line Road Dallas, Texas 75001-9010 Telephone No. (972) 450-7027 Facsimile No. (972) 450-7043 John Hill
901 Main Street, Suite 4000 Dallas, Texas 75202-3793 Telephone No. (214) 672-2170 Facsimile No. (214) 672·2370 Each of the above-listed addressees may change its address and number for
notice purposes under this paragraph by delivering to the other addressees a written notice of change of address and number in a manner specified in this paragraph for delivery of Communications.
However, no such change of 12 
address or number shall be effective against another addressee until written notice of such change is actually received by such addressee. 10.04 This Agreement supersedes all prior discussions
and agreement among Seller, and Purchaser with respect to the purchase and sale ofthe Property and other matters contained herein, and this Agreement contains the sole and entire understanding
among Seller and Purchaser with respect thereto. This Agreement may not be varied, amended, or superseded except by written agreement between Purchaser and Seller. 10.05 This Agreement
shall be governed by and construed in accordance with the laws of the State of Texas and venue for any cause of action hereunder shall be in a court of competent jurisdiction in the
county in which the Property is located. 10.06 This Agreement may be executed in multiple counterparts, and by facsimile signature. Each counterpart hereof shall constitute an original
hereof: and all such counterparts taken together shall constitute one and the same agreement 10.07 Any portion of this Agreement not otherwise consummated at Closing will survive Closing
as a continuing agreement between Seller and Purchaser. 10.08 Any reference to "day" or "days" in this Agreement shall, unless the context clearly requires otherwise, mean calendar days.
Any reference to "business days" shall mean calendar days excluding Saturdays, Sundays and federally-recognized holidays. Any time period provided for hereunder which ends on a day which
is not a business day shall be deemed to be extended to, and to end on, the next business day succeeding such day. 10.09 Failure by any party to complain of any action, non-action or
breach of any other party shall not constitute a waiver of any aggrieved party's rights hereunder. Waiver by any party of any right arising from any breach by the other party shall not
constitute a waiver of any other right arising from a subsequent breach of the same obligation or for any other default, past, present or future. No waiver shall be effective unless
in writing signed by the party granting the waiver. 10.10 Damage to Propertv. From the Effective Date through the Closing Date, Seller agrees to give Purchaser prompt notice of any fire
or other casualty affecting the Real Property or the Personal Property or of any actual or threatened taking or condemnation of all or any portion ofthe Real Property. (a) Ifprior to
the Closing there shall occur: (1) damage to the Real Property caused by fire or other casualty which would cost $50,000.000 or more to repair; or (2) the taking or condemnation of all
or any portion of the Real Property as would materially interfere with the use thereof; then in any such event, Purchaser may at its option terminate this Agreement by notice to Seller
within fourteen (14) days after Purchaser has received the notice referred to above or at the Closing, whichever is earlier. If Purchaser does not elect to terminate this Agreement,
then the Closing shall take place as provided herein and there shall be assigned to Purchaser at the Closing, all interest of Seller in and to any insurance 13 DO<;:i,mumt N: 913906

proceeds (subject to Seller supplying Purchaser with satisfactory evidence that such assignment will not impair Seller's insurance) or condemnation awards which may be payable to Seller
on account of such event less any sums which Seller shall have incurred with the consent of Purchaser prior to the Closing to repair any of the damage. If such assignment would impair
Seller's insurance, then Seller shall be obligated to pay Purchaser, at Closing, an amount equal to any insurance proceeds which would be payable to Seller on account of such event less
any sums which Seller shall have incurred with the consent ofPurchaser prior to the Closing to repair any ofthe damage. (b) Ifprior to the Closing there shall occur: (I) damage to the
Real Property caused by fire or other casualty which would cost less than $50,000.00 to repair; or (2) the taking or condemnation of a portion ofthe Real Property which would not materially
interfere with the use thereof; then, in any such event, Purchaser shall have no right to tenninate its obligations under this Agreement, but there shall be assigned to Purchaser at
Closing all interest ofSeller in and to any insurance proceeds (subject to Seller supplying Purchaser with satisfactory evidence that such assigument will not impair Seller's insurance)
or condemnation awards 14 
which may be payable to Seller on account ofsuch event less any sums which Seller shall have incurred with the consent of Purchase prior to the Closing to repair any of the damage. If
such assignment would impair Seller's insurance, then Seller shall be obligated to pay Purchaser, at Closing, an amount equal to any insurance proceeds which would be payable to Seller
on account of such event less any sums which Seller shall have incurred with the consent of Purchaser prior to the Closing to repair any of the damage. lN WITNESS WHEREOF, Purchaser
and Seller have executed this Agreement on the date set opposite their respective signatures hereinbelow. SELLER: Date Executed By Seller: UNION PACIFIC RAILROAD COMPANY October ----,2001
By: ________________________ Name: __________________________ Title: _________________________ PURCHASER: Date Executed By Purchaser: TOWN OF ADDISON, TEXAS October-, 2001 By: 􀁎􀁡􀁭􀁥􀀺􀀽􀀭􀁾􀁾􀁾􀀭�
�􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭Ron Whitehead Title: City Manager 15 
ACCEPTANCE BY TITLE COMPANY --;_--:---:;-__-;-_:;---;:-;::---" referred to in the foregoing Agreement as the Title Company, hereby acknowledges receipt of a fully executed copy (or executed
counterparts) ofthe foregoing Agreement. Date Executed by Title Company: October _-" 200 I By: ------------------------------Name: Title: -------------------------------􀁁􀁤􀁾􀁥􀁳􀁳􀀺􀀠--;__--:;-__-;
-______________________ Telephone No.: (-.J___ Facsimile No.: (-.J____ 16 
EXIllBIT A TO REAL ESTATE SALES AGREEMENT REAL PROPERTY AND EASEMENT PROPERTY DESCRIPTIONS AND SURVEY See documents attached hereto. 17 
To: Fax, 16801 WeslgrOlie Dr. Addison. Texas 75001 Phone -972-45IJ..2860 Town of AddisonFax -972-460-2837 From, Jenny Nicewander Pages, 5 Phone: Date: 8127/2004 Re: Irrigation Plans
for Phase 3 cc: D Urgent Ii!! For Review D Please COmment 0 Please Reply 0 Please Recycle • COmments: David: these are some changes that Ron Lee to the irrigation plans. Could you look
at them and let me know if this will require a redesign? Also I'm sending over a drawing where the sidewalk! decomposed granite will need to be extended. There is a sanitary sewer pipe
running right underneath the edge of the sidewalk and irs so close to the box culvert, we won't be able to save the sidewalk. I think we might need to re-issue that sheet. I'll get with
guy to make sure thafs how he wants to handle it. Jenny 
!oIel c i-IJiI.. :.. 'H .. --;.. ,.,.--, I 2 STORY nrilcK PLANT SCHEDULE QTY. I COMMON NAME I BOTANICAL NAME I SIZE I CONT. I CONDITION I REMARKS ORNAMENTAL GRASSES , I INDIAN GRASS
I SORGHA,STRUM NUTANS 1 I ,GAl.. 14'0.0. , I UNDHEIMER'S MUHLY 1 MUHLENBERGIA LlNDHEIMERI I I ,GAl.. I 4'0.0TURF GRASS 4,115SFI COMMONBERMUOA 1 CYNODONDACTYl.ON I I SOD I 
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􀁬􀁎􀁾􀁆􀁬􀁑􀁈􀁍􀁅􀁉􀁩􀁬􀀮􀁒􀀠UHlER 12I).UI-A.tN SERIES.4J) NOlZL..E ••_ $HSXI1..£4(l l P\f(: MAJN\.INE-R£FPLAN ARAPAHO ROAD EXTENSION 1JN'J'ER '»Hf'.,AOV SERIES -!J,O HOm..E --CIau
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SUSelERS. TURF Ji.IIEIIS a. 􀁾􀁾􀁥􀀯􀁾􀀢$TA 􀀴􀁏􀁜􀁴􀀨􀀩􀁴􀁾􀀯􀁊􀀻􀁦􀀭􀁾􀀮􀀯ofS:. 􀁾To 􀁬􀁴􀁭􀁾􀀠HERSE£Y MVR WAtERM£J!.R· T AAlNMllS1'Eft E\f()WMON bX-2 CON'f'ROUER.. B) TORO 1'1>400
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Arapaho Phase 3 Request For Information Response Tire HNTB Companies To Daniell Filer, HNTB Corporation Date September I, 2004 Originator Andrew Schneemann, Archer Western RFI Number
R-AW21 Subject Stinger Request Is CVN necessary for the Stinger steel? Response/Action Taken: Cliff Hall, DRS Corpomtion responded to this RFI via email with: "In response to RFI # 21:
CVN is not required for the steel stingers." By: Daniel J. Filer, HNTB Corporation Date: September I, 2004 
STA 78+54 91D ( .) 'y C/l Top Exist. RR TC = 627.86' Note; The Cross Slopes above were calculated using the "Gutter Elevation" information shown on Sheets 50 and 149. L o,(/Tio 􀁾􀁾􀀼􀁴􀀧􀀡􀀠􀁾􀀠roL.
. VCt 􀀧􀁉􀁾􀁴􀀮􀀠\ i1TC = 627.73' 29.85' WB 1"'1. EB \J1'1 Slope 0.0208 111 Slope 0.0167 111 0 29.82' 29.82' 
STA 84+23 • 91 C/l Top Exist RR Track 630.58' PGl = 630.45' TC = 630.31' 30.92' 1 WS n n ES Slope -0.0208 1/1 Slope -0.0208 111 29.82' 30.91' TC = 630.29' Note: The Cross Slopes above
were calculated using the "Gutter Elevation" information shown on Sheets 51,150, and 151. c-----_.--,-I ,,::>2./h 'SJ I\ul 􀁾􀁖􀁦􀀠􀁾It,u 
s A 84 53 o 01 C/l Top Exist RR\Track = 630.66' TC = 630.47'TC = 630.53' WB ..A ._n EB Slope -0.0208 1/1 1\ Slope -0.0208 PGl = 630,66' 1/1 29.82' 32.87' Note: The Cross Slopes above
were calculated using the "Gutter Elevation" information shown on Sheets 51. 150. and 151. 
STA 77+48 02o TrackC/l Top Exist RR = 627.70' u1.-::}-wIlenI 􀁢􀁾+t:o fM<'f" ,"" PGL = 627,uEl'of 􀁾􀀠29.88 TC = 627.96' EBWB TC = 626.85' Slope 0,0124 1/1-o.1Y24b 1/1 29.82' 29.82'
Note: The 􀁃􀁾􀁯􀁳􀁳􀀠Slopes above 􀁷􀁥􀁾􀁥􀀠calCUlated using the 􀀢􀁇􀁵􀁴􀁴􀁥􀁾􀀠Elevation" informationUrJaA 1-fft4B shown on Sheets 50 and 149. 􀁾􀀠􀁾􀀠1,0"+% G·f:/O Y. 􀀾􀀴􀁾􀀠'1',,&t

STA 84+83 • 16 C/l T Exist RR VPGl TC 630.43· TC 630.56· /29.81· = 1""1630. to'i EB􀁾􀀠W8 _M Slope 0.0208 1/1 􀁾"",,--V 4i' 􀁾􀀠0 A,",Jo Slope 0.0208 1/1 29.B2· 35.93· Note: The Cross
Slopes above were calculated using the MGutter Elevation" information shown on Sheets 51. 150, and 151. 
STA 78 07 c 54 VC/l Top Exist RR Track = 627.90' TC = 628.17'Te = 627.64' WB EB I Slope 0.0208 171 PGL = 627.77' 29.82' J/1 Slope -0.0030 1/1 29.62' Note; The Cross Slopes above were
calculated uSing the HGutter Elevatlon u information shown on Sheets 50 and 149. 
January 31,2005 1own of Addison -Sevice Center Name Company Phone Email 2J2f-lBstl"tlUJ.Jc.Ie.:'aq.-r􀀨􀀮􀁻􀀮􀁊􀀬􀁮􀀮􀀮􀁊􀀱􀀮􀁦􀀺􀁨􀁊􀁃􀁡􀁾􀀬􀀭􀀭􀀭􀀫􀀮􀁑􀁴􀀺􀁬􀀻􀁕􀀺􀁊􀀺􀁩􀁬􀁬􀂣􀁾􀀭􀀧􀁌􀀭􀀯􀁬􀀮􀀺􀁢􀁾
􀁓􀁄􀁾􀁌􀁾􀂷􀀫􀁌􀀧􀀱􀁊􀁾􀁾􀁴􀀺\ 􀁲􀁾􀁾􀁽􀁾􀁾􀁽􀁾􀁰􀁾􀁾􀀺􀀺􀀻􀁥I nt 􀁾􀀠WAL.\(J2.( ..JI\LldrO 􀁴􀁾􀀬􀀬􀀧􀀦􀀨􀀧􀁁􀁊􀁊􀀼􀀺􀀭􀁉􀀮􀀮􀀬􀀨􀀬􀀠􀁊􀀺􀁽􀀮􀀩􀁪􀀺􀁩􀁾􀀠.. I. • 􀁾􀁾􀀱WiJ.AJ) 􀀬􀁈􀁻􀁾􀀮􀁯􀀠E!:
't,d,iYh<.r+bo1-.n.vL, I s'..f-e....z.. Chq:fdt'tI. /'LOIl.$O v . sci,dc./'/r<'J i!fJ c/. (U(//S<>"'. -fx , U' le'->., o·F 􀁩􀀫􀁤􀁤􀀬􀂷􀁳􀀼􀀮􀁾􀀠911..-4:>/0 1-/093 ? I 8 IIl:cJI, 9--bf'€YY'@c.L.
aMI56Y\, =h. V S 􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀂢􀀮􀁾􀀭􀀽􀀠􀀮􀁟􀁰􀀮􀁌􀁫􀀭􀀧􀀭􀀢􀀧􀀭􀁌􀀮􀀮􀁾􀁾􀀢􀀧􀀭􀁟􀀭􀀭􀁪􀁟􀁾􀁾􀀨􀀮􀀩􀁡􀀼􀀠@. C\ .N:QtSN _'Ai . as. 13 fJ:l'v(rt,g '# ef:.(¢,yot MtJ'ol[ii.cel,
(0/11 ... u_. 141 .!-... 15 ._. 16 . I 17 ..._.. ......+-------------1819 -.... --1.. 1-------20.t---'-1--------_... ... _-_.. 
I , I '! , 􀁾􀀠L, J WII H tI·· REINF. CONC. PVMT. ", V'!'. 1'" • 􀁾􀁾_·r",-_.. ---J:;;:I '''''1 10;1 STA. 0+00.00 BAS iD &-Atl.-t" CONTRACTOR SHALL VERIFY HORIZONTAL &: VERTICAL LOCATION
OF EXIST. 18" WATER LINE. ",--,. 1;1 I.cil 􀁉􀁾􀁉􀀠I 1 1 1 ' I I INSTALL: 1-18"x16" TAPPING SLEE &: 16" TAPPING VALVE W/l.6 C.Y. THRUST B CKING N ::; 10019.46 SA BID E = 9949.65 􀁂􀁩􀁾􀀠BID
.. .k , , • . l7: .'. ",' V" 12" CITY OF CA WATER 􀁌􀁏􀁃􀁁􀁔􀁬􀁏􀁾􀀠NOT FIELD VERIF\ ,, I \ i, BM 1 1 2" IRSI I w N ::; 10000.(i3 E = 10000.(IJ ' 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁌􀀭__599" ELEV. = 600I
I , O.W.􀁝􀁾􀁾􀁩􀀿􀁾􀀽􀀽􀁾􀁅􀀺􀁘􀀺􀀧􀁓􀁾􀁔􀀺􀀮􀁾􀁬􀁾􀁏􀁾􀁏􀁾􀀧􀁾􀁍􀁾􀁁􀁾􀁒􀁾􀁓􀁈􀁴􀁬􀁊􀁕􀁾􀁎􀁾􀁾􀁾􀁾__􀀭􀁩􀁾________􀁾􀀫􀀭_____________I I I I TOP OF PIPE 􀁉􀁊􀀮􀀮􀁾􀁆􀀤􀀻􀁾􀁅􀁌􀁅􀁖􀀮􀀠591.04
• I I PER POTHOLE 4 , . II "I I !J! , ... I 􀁾􀁯􀀠..•• Ill" WATER LINE CONSTRUCTION NOTES: 1. Wet laps to be performed by Hanson Pipe or approved equal. ends east. ends west. 2. Hanson
Pipe or approved equal sholl supply Ihe tapping sleeve assembly and tapping service. The contractor shall supply aU other necessary labor, excavation, thrust blocking" tapping valve
and supports for the wet tap. per Hanson Pipe or approved equal specifications. Dallas 3. The Contractor shall verify the horizontal/vertical location of the 18" water line. 4. All bends.
tees, valves. and tapping locolions shall be thrust block&d per DWU slandords. 􀁾􀁢􀀾􀁓􀀧􀁲􀁉􀁡􀁜􀀨􀀮􀀮􀀠_ r the 5. Testing and chlorination of the new water line is 􀀢􀁾􀀧􀀱􀁩...<l.
PlZ.o<l'fOEio 60'1. 0...1.l bove 􀁃􀁴􀀾􀁾􀀢􀀧􀁴􀁏􀁉􀀧􀁬􀀮􀀠-r.... 􀁆􀁾􀁜􀁾8J,.o1U-oH-s.--< R.4.SI-I A:lioJ'lS F«. 􀁾􀁁􀁦􀀢. 6. Contractor shall submit 0 construction, 􀁴􀁥􀁾􀁴􀁩􀁾􀁧􀀮􀀠and
chlorination plan ta the engineer and DWU for approval prior to 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁾􀀠orohoet PAVING & GRADING NOTES: 1. All backfill shall be compacted to 95% .slanda!;d croctor...densitv.
Tb" contractor shall payextra attention to item 504 "Open Cur tsoclCfill of rne ,,,CTCOGf specltlCOTlons.f the e work. uding CONSTRUCTION SCHEDULE: 1. Construction of all aspects of
Ihe project musl be completed by March 1. 2005. und TRAFFIC CONTROL NOTES: 1. Base Bid and Bid AIt&rnate Number 1 -Any privale driveway or Marsh Lane traffic detours/lane closures wfli
r&quire a Iraffic conlrol plan prepared by an engineer licensed in the state of Texas and approved by the Town of Addison. 2. The Contractor shall be responsible for public safety during
construction and will provide the necessary traffic barricades and warning signage to protect the construction site. All barricades. warning Signs, 􀁮􀁧􀁨􀁴􀁳􀁾􀀠devices, etc. for the
guidance and protection of traffic and pedestrians musl conform to Ihe 2003 T&xas Manual of Uniform Traffic Control Devices. as currently amended. by the Texas Departmenl of Transporlallon.

Iff WATER LINE CONSTRUCTION NOTES; 1. Wei taps to be performed by Hanson Pipe or approved equal.ends east. ends west. 2. Hanson Pipe or approved equal shall supply the tapping sleeve
assembly and tapping service. The contractor shall supply all other necessary labor, excavation, thrust blocking, tapping valve and supports for the wet tap, per Hanson Pipe or approved
equal specifications. Dallas 3. The Contractor shall verify the horizontal/vertical location of the 1a" water !lne. ------------ft!1 􀁾􀀠I 􀁾􀁯􀀠EXIST. 100' O.W. 4. All bends, te.s,
valves, and tapping locations shall be thrust blocked per DWU standards. 􀁾􀁴􀁊􀀾􀁓􀁊􀁉􀁡􀁬􀀭􀁴􀀮􀀮􀀮􀀠r the 5. Testing and chlorination of the new water line is ....􀁾􀀡􀁯􀁩••d. 􀁐􀁾􀁣􀁥􀁯􀀠BoI.
o...t.l bove C'tl...rtOH:'(OIl!. "to 􀁆􀀮􀀮􀁵􀁩􀀡􀁴􀁊􀀮􀁜􀁾􀀠􀁓􀁲􀀭􀁴􀀾􀀢􀀢􀀭􀁾􀁩􀀧􀁓􀀮􀀭􀀭􀀨􀀠1"l.itSl-i Pbt....t:s RJt. 7i!M''''''' . 6. Contraotor shan submit a construction, testing.
and chlorination plan to the engineer and DWU for approval prior to 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁾􀀠􀁾􀀠heet are PAVING & GRADING. NOTES: r 1. All backfill shall be compacted to 95" _..t
d r.d oct rle ifv Tb tr t shall pay extra allention to item 504 "Open Cut-􀁴􀁲􀀼􀁩􀁾􀁒􀁦􀁩􀁦􀁦􀀠􀁯􀁾􀁲fn,,°'NdC'dG' 􀂷􀀮􀁰􀁥􀁣􀀬􀁦􀁬􀁣􀁧􀁜􀁬􀀳􀁮􀁾􀁣􀀠or CONSTRUCTION SCHEDULE: 1. Construction
of all aspects of the project must be completed by March 1, 2005. und TRAFFIC CONTROL NOTES: 1. Base Bid and Bid Alternat" Number 1 -Any privat" driveway or Marsh lane traffic detours/lane
closures will require a traffic control plan prepared by an engineer licensed in the stote of Texas and approved by the Town of Addison. 2. The Contractor shall be responsible for public
safety during construction and wilt provide the necessary traffic barricades Qnd warning signogs to protect the construction site. All barricades, warning signs, lights, devices, etc.
for the guidance and protection of traffic and pedestrians must conform to the 2003 Texas Manual of Uniform Traffic Control 􀁄􀁥􀁶􀁩􀁣􀁥􀁳􀁾􀀠as currently amended. by the Texas Texas
Department of 􀁔􀁲􀁡􀁮􀁳􀁰􀁯􀁲􀁴􀁡􀁴􀁩􀁯􀁮􀁾􀀠,WII H ts--REINF. CONC. '", !7 .'?' -!7 ': -\?". 􀁾􀀠12" CITY OF CA ___ __CONC, -r,,'];PVMT. I WATER 􀁌􀁏􀁃􀁁􀁔􀁬􀁏􀁾􀀠i ,Pfl.MT.. ' p'
NOT FIELD VERlf _-:;􀁾􀁾􀁻􀀠􀀷􀀭􀁾􀀠􀀢􀀭􀁾􀁾􀁾􀁾􀁟􀀠I STA. 0+00.00 BAS ID &-;a:tT:-t" CONTRACTOR SHALL VERifY iIi> • ". />r', HORIZONTAL &:. VERTICAL \LOCATION OF EXIST. 18" WATER LINE.
jINSTALL: 1-18"x16" TAPPING SLEE l &:. 16" TAPPING VALVE W/1.6 C.Y. THRUST B eKING f N = 10019.46 BAS 810 E = 9949.65 􀁂􀁾􀀤􀀠BID BM 1/􀀭􀀭􀀭􀀭􀁾1/2" IRS N = 10000.( E = 10000.( ELEV.
= 600 MARSH LAN • -" , -. 􀁾􀀠 I I! « I""I 10:1 1° 􀁉􀁾􀁉􀀠I' I 􀁾􀁉, I 1 1 I I , I 1 􀁾􀀠 1 I 1 I J I I I I 1 1 I 1 I I II w :t: 0 I w 0: 0 
PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 􀁾􀁾........ 􀁾􀀮􀁾􀀮􀁾􀀮􀀬􀀠 Post Office Box 9010 Addison, Texas 􀀷􀁓􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠16801 Wcstgrove October 25, 2006 Cliff
R. Hall, P.E. Vice President Engineering Manager URS Corporation 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Dear Mr. Hall: This letter is to grant permission to you and URS Corporation
to enter the Arapaho Bridge for Texas Council of Engineering Companies Award. The Town of Addison has received many compliments on the bridge structure. It is a very beautiful bridge
that accomplished a very functional purpose. We were proud to open the Arapaho Road project to traffic in January of this year and greatly appreciate your engineering expertise in the
design and construction of the project. Sincerely, 􀁾􀁮􀁾􀀺􀀺􀁬􀁃􀁾􀀺􀀬􀀠􀁾􀀠Director of Public Works 
Sara Lorusso From: Nancy Cline Sent; Wednesday, October 25, 2006 8:55 AM To: Sara Lorusso Subject; FW: CEC Award Entry Sara, Would you please draft a letter providing permission (see
below) to Cliff Hall? He designed the bridge. Would you contact the person listed below, Raimie Pierce, and see what else should be included in the letter? Nancy -----Original Message----From:
Cliff_Hall@URSCorp.com [mailto:Cliff Hall@URSCorp.com] Sent: Tuesday, October 24, 2006 7:32 PM To: Nancy Cline Subject: CEC Award Entry Nancy, We are planning on entering the Arapaho
Road Bridge for a Texas Council of Engineering Companies Award. One of the requirements is to have permission from the client to enter the project. We will provide a copy of the submission
when we complete it next week. Could you please provide a letter providing permission to submit the Arapaho Road Bridge project for this award. I will need to receive it by Monday, October
30, so if it is easier to copy to a pdf and e-mail that would be great. Please contact Raimie Pierce if you need additional information (972.206.6980). Thanks for your help. Cliff R.
Hall, P.E. Vice President Engineering Manager URS Corporation 3010 LBJ Freeway, Suite 1300 Dallas, Texas 75234 Main: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 This e-mail and
any attachments are confidential. If you receive this message in error Or are not the intended recipient, you should not retain, distribute, disclose or uSe any of this information and
you should destroy the a-mail and any attachments or copies. 1 
\ , .::::p. 􀁾􀁉􀀠 􀁾􀁉􀀠􀁾􀀧􀀠)::f, /
CITY a:: DALLAS June 2, 2004 Mr. Luke Jalbert, Project Manager The Town ofAddison 1680I Westgrove Drive Addison, Texas 75001-9010 Re: DeSignReview Comments ror Lowering of6O-inch Water Main Arapabo Road Extension from Surveyor to Addison Road DWU Contract No. O:l-IG7F Dear Mr. Jalbert, Dallas Water Utilities received on
May 20, 2004 a faxed set ofdetail design plans from Grantham & Associates for the lowering of the GO-inch water main at approximate Pav. Sta. 74+00 of the subject project. DWU bas the
following review comments for the detail plans. I. Please change pipe from Class 110 to Class 150. 2. Please provide a plan for testing of the new main including plugging method, test
pressure, restraining, and blocking. :I. Please include an appropriately sized blow offvalve aod access manhole. 4. Please indicate the type and location of the closure section(s). 5.
Please indicate that the 45°/22.5. bends are combined angle bends and label the combined angle on the plans. G. Please show the location of the thrust blocking in both plan and profile.
7. Please provide a schedule for tying-in the lowered section ofthe GO-inch main. The time schedule must include dewatering the main. 8. Please reference the original Oiflbrd-HilllHanson
shop drawings forthe GO-inch main leading into the Beltwood Pump Station. Please incorporate these comments into the design. Please send final design plans to DWU for review when available.
If you have any questions or require any additional information please feel free to call Raymond Keprta, the Project Engineer assigned to this project at (214) 671-9531. Sincerely, Erick
Steille Relocation Section, Interim Manager DaUas Water Utilities co: K Curry, Grantham & Associates! R. Galceron, DWU Distribution! P. FitzwilliarnslFile Water Utilities Department
Engineering Services-Relocations' 2121 Main Street: $te. 400 . Dallas. Texas 75201 '2141671-9523 . Fax 2141243-1110 
----------------------------------------PROP. 8'x6' 613.29 -----------------􀁾􀁾􀁾􀀧􀀱􀁟􀀺􀁾􀀠,----------... 􀁾􀁾􀀭.... 􀁾􀀠􀁬􀀢􀀰􀀱􀀻􀁜􀁉􀁡􀁲􀁵􀁾􀀢􀀠----------------------.. ---􀀭􀁾􀁊􀁾􀀧􀁾􀁾􀀠".
-.----'" 􀀮􀁪􀀮􀀮􀁾􀀠􀀭􀀺􀀭􀀮􀁾--------------􀁾􀀭􀀭WATER BASED INFORMATION OBTAII'II!Jl BY THE TOWN Grantham &. A.••oc;at.,•• roc. t3J' S 5l1IUJf w....D !\J!Tt st(l 1.& I CAI'Il.N<"O,
TEl:AS ;:lC4<! .:v;uf¥oj,.;zm mu 􀁴􀁉􀀧􀁾􀀶􀀶􀀴􀁾􀀠!J'AlIi ARAPAHO ROAD PHASE 3 DWU POTHOLE SUMMARY "E1..::.[f ""-. .........􀀢􀀧􀀺􀀧􀀮􀁾􀀠􀁾􀀠􀁊􀀮􀁾􀀠􀁬􀁾􀀠-----􀁾􀀠..... ..... '" 􀁾􀀠ov
~ '" '" '" .... 60 o 60 Ql A <Xl 􀀧􀀭􀁹􀀮􀀺􀀺􀀺􀁾􀁾􀀮􀀺􀀧􀀭􀀺􀀠􀁾􀀠.."'" ...,-... -... 􀁾􀀭...... 􀀭􀁾􀀬􀀬􀀭􀀭􀀭...---...-----'"en '" '" '" 􀁾􀀭􀀭A '" 􀁾􀀠...; 􀁾􀀠NOTES TOP OF 60· POTHOLE
MARCH 2004 OF ADDISON. -n It. 1'1 '" ..... '" ov '" 
---_._-----_._.._-_ ... ® 50 YEARS OF FUNl 6 February 2004 DWU Peter Fitzwilliams, P .E. Program Manager Engineering Services 2121 Main Street Suite 400 Dallas, TX 75201 SUBJECT Arapaho
Road Extension, Town ofAddison, Texas Dear Mr. Fitzwilliams: Please accept the attached Arapaho Road Extension plans dated February 6, 2004. These plans have been prepared by HNTB and
URS Engineers as the 90 percent complete set of plans which are being submitted to you and your stafffor final review. You will find that the Town of Addison has met all guidelines and
clearance requirements requested by Dallas Water Utilities staff. Based on our City Attorney's conversations with Dallas Assistant City Attorney Larry Scalf, it is our Ill1derstanding
that these 90 percent plans are sufficient to allow for the Interlocal Agreement to go before the Dallas City COlll1cil for consideration during a regularly scheduled meeting in the
month of March 2004. Please feel free to contact me, or any member of my staff, with questions and concerns; and we will connect you with the appropriate engineering personnel. Thank
you in advance for your prompt attention to thls project. Sincerely, • • Michael E. Murphy, PE Director of Public Works. 
Steve Chutchian From: Luke Jalbert Sent: Wednesday, January 28, 2004 9:52 AM To: Steve Chutchian; Jim Pierce; Mike Murphy Subject: FW:DWU Below is an email from Katura. Apparently Eric
Ste1t1e got a promotion, and now has several engineers under him. The new contact for the project engineer for us is given below. -----Original Message----From: K Curry [ma11to:kcurry@gra-ce.net)
Sent: Wednesday, January 28, 2004 9:50 AM To: Luke Jalbert Subject: DWU Luke, The new contact (project engineer under Erick Steit1) at DWU is Raymond Keprta. His phone is (214)671-9531.
He is just coming up to speed on the project, but he is another contact to get answers from. He has already responded to my questions, so that is good. Katura ******************* Katura
Curry, P.E. Grantham & Associates, Inc. Tel (972) 864-2333 kcurry@gra-ce.net 1 
CITY OF DALLAS May 2, 2003 Mr. Luke Jalbert Town of Addison 16801 Westgrove Drive Addison, Texas 75001-9010 Re: Arapaho Road Extension DWU Contract No. 03-)67F, key #609 Dear Mr. Jalbert:
In track with a letter written in March 2003 and addressed to the Town ofAddison from Dallas Water Utilities, DWU has determined existing water facilities require adjustment to proposed
grade for the subject project. DWU requests a Joint Construction Contract between Town ofAddison and City ofDallas Water Department to include DWU construction in advance of proposed
paving. DWU will complete all water design in-house. Please forward the most recent preliminary plans and base map CAD files electronically to aid DWU in completing designs as quickly
as possible. DWU will provide Bid Item descriptions, Contract Specifications, and Special Provisions for the DWU portion of the project to be incorporated in Addison's Contract to be
advertised in November 2003. If you have any questions or require additional information please feel free to call Erick Steitle, the Project Engineer assigned to this project at (214)
671-9527. Sincerely, c: E. HoleylM. Ramirez/E. SteitielFile Water Utilities Department Engineering Services 02121 Main St, Suite 4000 Dallas, Texas 75201 0214/671-9527 A city utility
providing regional water and wastewater services vital to public health and safety. 
TYPICAL SECTION Elevated Structure -West of M!dway STA 52+50 ...........·····,··••JL.---..60' DAlLAS WATER IfTIUTIES TRMSMISSION 􀁕􀁎􀁅􀀭􀀭􀀭􀁾􀀠TYPE ceoz ••.•.•.•..•...•......, ......•.•.....,
'7ft-oln Radius MBNA BMK BUIlnING 
........"' ............. . TYPICAL SECTION Elevated Roadway -East of Midway STA 63+00 
.' TOWN OF ADDIsoN PUBLIC WORKS 􀁔􀁏􀀺􀁾􀁾􀁾􀀠From: James c. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: 􀁇􀁾􀀰􀀠Phone: 972/450-2879 FAX: 972/450-2834 FAX#: Q7J.-ffLfD -:J I;-c,
16801 Westgrove Date: '3-'2..3 -ij1 P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): 3 Re: 􀁾􀁯􀁊􀀭􀁯􀀭􀁾lChrco Original in mail o Per your request o Call me 
'5+0.. ft, 3+-0 D TYPICAL Elevated Roadway. STA 2:tH't..ofn .................... ••••••.••1..............'........... --_ ............... _--_.................-_.. --_...... ................--_......
6O'DAllAS WATER IffJUTIES TRMSMJSSION UNE-
TYPICAL Elevated Structure STA E, TYPE C2fJ2 111-61n--.._-.... _-----.. ............-........,...􀁾􀀭.......--,.......'...............,... 6O'DN..LA5 WATER IffIUTI£S TRANSMISSION lTNE---
TYPICAL SECTION Elevated Structure -West of MIdway STA 52+50 TYPE C202 17t-ol , 6O'DALLAS WATER UTIUfIES TRANSMISSION 􀁕􀁎􀁅􀁾􀀭􀀭􀀭/XlJBl£ 9'xS'RC8C [ MBNA BANK BUILDING 
TYPICAL SECTION Elevated Structure -West of MIdway STA 52+50 TYPE ceoe rrYPJ .. .................. .. -I lW8I.£ gx5' RC8C MBNA BANK BUILDING ---...-...._-----.. 60' DAllAS WATER UTIUTIES
TRANSMISSION UNE-····················· 
06-05-02 16 :44 From-PROPERTY MANAGEMENT 2149484083 T-241 P.OI F-7i5 􀁾City of Dallas FAX COVER PAGE 􀁾Property Management Date: June 5, 2002 (4:45PM) If me"" a"" any prObl$ms wfth the
receipl 01 the docutn<lnls, call the sender directly al the number below or (214) 94a-<l10Q, Number of total pages in this transmission: 1 0 TO: Pat Haggerty FAX #: 972248 0230 FROM:
Orlando Alameda FAX #: 214-948-4083 Senior Real Estate Specialist ALTERNATE #: 214-948-email: oalamed@cLdallas.tx.us PHONE#: 214-948-4159 Log #25877 SUBJECT: Arapaho Rd. Easement Field
Note Revisions COMMENTS: Please have your surveyor make the requested revisions to the field notes, Call me with any questions, Thanks, 320 E. JEFFERSON BLVD. DALLAS, TEXAS 75203 214-948-4100
*** CONFIDENTIALITY NOTICE *** This Fax Cover Sheet and the documents, if any. accompanying it, contain oonfidential information which is legally privileged. The information is intended
only for the use of the recipient named above. If 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 contents of this fax information is strictly prohibitedl 
06-05-02 16:44 From-PROPERTY MANAGEMENT Z149484083 T-241 POZll0 f-iiS 􀁦􀁊􀁬􀁾􀁀􀁩􀁬􀁬􀁗􀁉􀁴􀁀Memorandum JIJ Ii a 5 20flZ Page 1 of2 PROPERTY MANAGEMENT DATi June 4, 2002 CITY OF DALLAS
TO Orlando Alameda Property Management Department SUBlEer Arapaho Street Dedication of Roadway Easement Log No. 25877 Block No. A Lot 1 We have reviewed the one (1) set of field notes
for the subject project and find the following revisions need to be made prior to approval: The BASIS OF BEARING reference" ... THE NORTH RIGHT OF WAY LINE OF CENTR10N WAY, CALLED S
89° 51' 55" E, ACCORDING TO THE FINAL PLAT OF LOT 3, SURVEYOR ADDITION, RECORDED .. : SHOULD BE .... THE NORTH RIGHT OF WAY LINE OF CENTRION WAY, CALLED S 89° 51' 55" E, ACCORDING TO
THE FINAL PLAT OF LOT 3 SURVEYOR ADDITION, ADDISON WEST INDUSTRIAL PARK, RECORDED ... ". The HEADING paragraph should tell the type of conveyance for which the tract is being described,
i.e. water easement, wastewater easement, corner clip, roadway easement dedication etc. include proposed width and area Delete PROPOSED from the survey plat. The survey plat has " ...
(VARIABLE R. O. w.) AUGUST 5,1958 VOL. 4942, PG. 629" should be .... (VARIABLE R. O. W.) AUGUST 5, 1958 VOL. 90012, PG. 3386" Each page of multiple pages must be referenced to each other,
with page number plus total number of pages included, i.B. Page 1 of 3. The survey plat needs to label two (2) contrOlling monuments. The metes and bounds description needs a LOCATOR
MAP on plain 8 W' X 11" sheet of paper, no logo and no page reference necessary. We are forwarding a RED-UP copy of the field notes and a FIELD NOTE CHECKLIST to assist with the revisions.
Please make these changes and all necessary changes to the field notes. (Continued) 
OS-05-02 IS:44 From-PROPERTY 􀁍􀁁􀁎􀁁􀁇􀁅􀁾􀁎􀁔􀀠2149484083 T-241 P.OS/l0 F-775 Page 2 of2 ""tt June 4, 2002 TO Orlando Alameda Property Management Department SU01El.:T Arapaho Street
Dedication of Roadway Easement Log No. 25877 Block No. A Lot 1 We will need to review two (2) original copies of revised field notes and accompanying survey plat submitted on plain 8
'W' 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 214-946-4144 in Room 316 of the Oak Cliff Municipal Center. 􀁾􀀮􀀻􀁊􀀬􀁾􀀠. -L'rry iJBiJlingsley,(D.. F(j.. S. Chief City Surveyor 'DM( TOKltk Memo&l2Se77ClC. 06-05-02
D7:02FM PO) 
06-05-02 16 :45 From-PROPERTY MANAGEMENT 2149484083 N41 P04/10 H75 , -. Parcel 4 Field Note Description ;1e;u)wili f1-$(Y"ltT/iArapaho Road Project Town of 1I.ddison Dallas County, Texas
BEING a description of a 0.0256 acre (1,114 square foot) tract of land situated in the Edward Cook Survey, Abstract 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, 1958 and recorded in Volume I 4942, Page 629 of the Deed Records of Dallas County,
Texas, also being a portion of Lot 1, 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 ;'laid Deed Records, said 0.0256 acre tract of land being more particularly described by metes and bounds as follows; .. BEGINNING at a 5/8 inch iron rod found for the common Northwest
corner of said Lot I, Southwest corner of a roadway easement dedicated by said plat of of Beltwood Reservoir, and Southeast corner of a 60 foot wide right of way dedication as evidenced
by the plat of Addison 􀁒􀁾􀁳􀁴􀁡􀁵􀁲􀁡􀁮􀁴􀀠Park, an addition to the Town of Addison, dated March 9, 1988 and recorded in Volume 98066, 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 dated January 24, 1997 and recorded in Volume
97018, Page 00073 of said Deed Records; THENCE, NORTH 80·11'36" EAST (called SOUTH 90·49'50" wESt), departing said lines and along the common North line of said Lot 1 and South line
of said roadway easement, a distance of 10.8.2 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 4·22'46", a chord bearing North 79"OO'13,i. East for 97.05 feet, for an arc
distance of 97.07 feet to a 5/8 inch iron rod set in the proposed South right of way line of Arapaho Road; Page 1 of. 2 
06-05-02 16,45 From-PROPERTY MANAGEMENT 2149484083 N41 POS/IO F-775 . -. PARCEL 4 -ARAPAHO ROAD PROJECT 􀁒􀀨􀀩􀁾􀁊􀀢􀀻􀁩􀁌􀀧􀁴􀀠􀀶􀀺􀀶􀁥􀁭􀁾􀀬􀀮􀀻􀁴􀀠THENCE, SOUTH 66°22'04" WEST, departing
said common line and along said proposed South right of way line of Arapaho Road, a distance of 30.71 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 feet, a central angle of 4·03'26", a chord bearing South 68 6 23'47'
West for 63.39 feet, for an arc distance of 83.41 to a 5/8 inch iron rod set in the' common West line of said called 19.01 acre tract and East lines of said Addison Restaurant F&rk and
said called 4.1525 acre tract; THENCE, NORTH 00°12'19" EAST (called SOUTH 00·49'37" WEST), along said common line, a distance of 21.00 feet to the 􀁐􀁏􀁉􀁎􀁾􀀺􀁏􀁆􀀠BEGINNING; CONTAINING
an area of 0.0256 acres or 1,114 square ,fE!et of. land within the metes recited. All bearings are 􀁲􀁥􀁦􀁾􀁲􀁥􀁮􀁣􀁥􀁤􀀠to the North Right of Way line of Centurion Way, called S 89°51'55"
E, according to the final plat of Lot 3, Surveyor Addition, recorded in Vol. 77173, Page 135, Deed Records of Dallas County, Texas. A plat of even survey date herewith accompanies this
description. I, Ayub R. Sandhu, a Registered Professional Land Surveyor, hereby certify that the legal description hereon and the accompanying plat represent an actual survey made on
the ground under my supervision. 􀁾􀀮􀀮􀀨􀀮􀁾􀁾􀀠.en.. 􀀯􀀯􀀭􀀯􀁾􀀭r1 A ub R. SandhU, R.P.L.S. Texas Registration No. 2910 Page 2 of 2 
--c 􀁾........, 􀁾􀀠-􀁾, 􀁾􀀠:;;: 􀁾􀀠>--• 􀁾􀀭􀀭􀀭-----:::::------:..--------'i!\.------..-----::::=-----.....if d ------::..--__ M'_􀀭􀀭􀀭􀁉􀀡􀀭􀁾􀀠􀁾.., 􀁾􀀠􀁾􀀠... 􀁾􀀠F2!---»--'
􀁁􀁴􀁾􀁗􀀯􀁬􀁴􀁬􀁏􀀠RON> (6r:f 11-Q;<;I.) IAJ\RCII 9. \988110\.. 88066. pG. .2,9 O.R.D·C:t• '1: .... , .. }Jw .......--.::;: 􀁾􀁒􀁗􀀯􀁬􀁜􀁗P.O/l1) 􀁾􀀠􀁾􀀠􀀢􀀧􀀭􀁾􀁾􀀠!O 􀁾􀀠􀁾􀁾􀀮􀁾􀁾􀀭􀁾􀀠􀁲􀁾􀀻􀀻�
�􀀻􀀻􀁊􀀩􀀠HEIliTME 􀁾􀁎􀀠NIJI.jIlER 􀁾􀀠AOO1SON RESTAURAN lIIIITEO PARlNEIlSMIJ' !;;: PARK CAllEO '1>152.5 ACRES 􀁾􀀠MARCH 9. 1988 􀁾􀁁􀁎􀁕􀁁􀁒􀁙􀀠24, 1997 2 VOl. 8B066. P(l. 4219 IIOC.
97018, PG. 00073 "-'O,H.D.C.T. D.R.D.c.T. 􀁾􀀠􀁾􀀠tf()TES: ALL EASEMENTS SHOWN ME TAKEN FROM lIiE PLATS lNlltCATED 􀁾􀀠IlER£ON. THE: SUR'IE YOR DID NOT ABSTRACT llIE SUBJECT .. PROPERTY
SO AUL EASEMENTS MAY NOT BE SHO'll'1<i.-ALL BEARlNGS ME: 'REFERENCED TO THE HORTH RlQlT Of WAY 􀁾􀀠UNE OF CENTURtON WA'<, CAu.£D S S9'!lI'55" E, ACCCRIllNG TO 'i' lIiE ANAL PLAT OF LOT
3, SURI'ln'OR ADDInOr-!, RECORO£Il IN :g VOl.. 77173, PAGE: 1:35. D.R.D.C-T. •:g A A LECAI. DESCIl!PllDN OF EllEN SUII'iE'Y DATE H£RElIllIi . 􀁾􀁃􀁃􀁏􀀡􀀧􀀡􀁐􀁉􀁜􀁎􀀡􀁅􀁓􀀠THIS PLAT.
c·I ! ," 1:' . .? , 􀀺􀁾􀀠.. '''. . . .􀀬􀀬􀁾..􀁾􀀮􀀠...'_' .oJ.;.-'._ Q(I/>.Il "7 m'(IJUlI\lRl!l} ©@@\l( 􀀤􀀱􀀡􀁊􀁉􀁾􀀧􀁬􀀡􀁉􀀧􀁾'\? 􀁬􀁉􀁜􀁾􀁾􀁾􀀠 L",!-l .J.wQ C'l.) 􀁃􀀨􀀩􀁉􀁜􀁾􀁏􀁡􀁩􀁾CALLED
19.111 I.e. 􀁾􀀱􀁙􀀠Of" OA11.AS AUGUST 5, 1958 VOL. 494:!, PC. 629 . j'I{VII (I '"'" rt-b UlTI D,R.O.C.T. 8LOCK A 8ELT'l/OOO RESERVOIR AUOOSI 2. 1989 VOL. 9001', PO. 338. O.H.D.C.T.
/..6 cab!" Mg.p Kr:.!J dvJ<l.'1 􀁾􀀢􀀢􀁍j.PAf;cEL 49i")t JIll f6'Pt.i" II PLAT OF II"II\, 0.0256 ACRE (1.114 SQ. FT.) TRACT OF LAND IN THE EDWARD COOK SURVEY ABSTRACT NO. 326 TOWN OF
ADDISON DALLAS COUNTY, TEXAS • DENOTES A FOUND paNT AS INOICATED • DEND11:S A 5/a" l1!ON ROO SET UNLESS 50 0 . 25 50 100/tle...J &lTH3 E NOTED 􀁋􀀭􀁾􀀠,. ,(f'ROPO RIGHT OF WAY lJI>IE
GRAPHIC SCAlE 1 INCH = 50 FT•8.r3 " "" :3 􀁾􀀠􀁾􀀠,0 o. -= ,,' •'" '. 􀁾􀀢􀀢􀀮􀀬􀀬􀀬􀀠) . .;·,,·....'{r""-.'·'·.',·,····· .,.",,,', .• 􀁾􀀺􀀧􀀢􀀢􀀠􀀢􀁟􀀢􀁫􀁾􀂷􀀮􀁾􀀧􀀢􀀢􀀬􀀠':' 
06-05-02 16:46 From-PROPERTY MANAGEMENT 2149484013 T-Z41 P,OT/l0 F-TT5 sufficient monumenlation is provided. However, there may be exceptions and situations where all of the easement
corners must be monumented as determined by the City of Dallas. All metes and bounds deScriptions prepared for easements shall be tied to physical monuments of record related to the
boundary of the 􀁡􀁾􀁥􀁣􀁬􀁥􀁤􀀠tract. Temporary Work Spaces Temporary work spaces wlll require a meles and bounds description, when a temporary work space is prepared to accompany and
adjoin a permanent easemen!. The guidelines for easements will be used for temporary work spaces: The following checklist is provided for your convenfence. Field Note Checklist For your
help in field note submilial to the Survey Services Seclio:) of tha public Works and Transportation Department. have you included the following where applicable: Two (2) sets of Signed,
sealed and dated field notes of the R.P.L.S. who prepared description. Piilrt One (1)-Heading Type of conveyance. , ,I{",vis e.. City lot and block number or adjacent block numbers.
, Name of effected roadway, creek, project, etc. Part Two {2) -General DeSCi'iption or Statement II t:.. Area described by field notes (must be In square feel if less than 1 acre). 􀁡􀁾􀀠Current
record owners name. .. 
06-0S-02 16:46 From-PROPERTY MANAGEMENT 2149484083 r-w P,0611O F-7TS: Type of conveyance instrument (Deed of Trust nO.1 􀁡􀁾􀁣􀁥􀁰􀁴􀁡􀁢􀁬􀁥􀀩􀀮􀀠Copy of recorded instrument attached.
Recording infonnation -V & P. cause number, 6xecu:;o01 date, etc. Survey name, abstract number. SubdiVision name, lot and block designation and cO:''1ty land records recording infonnalion.
Copy of subdivision map must be supplied with recording information. Official City of Dallas lot and block numbers (sometimes different from Addition Plat numbers). ../. , t>l'. ., '-':
City. County and State. 'Part Three (3) • Body, Principle. or Particular Descriotion lUi Point of Commencing. 􀁬􀁉􀀮􀁥􀁉􀁴􀁉􀁽􀁾􀀠Point of Beginning. 'Iron rods or monuments set or found
noted (siZe, type, with plastic capall-stamped R.P.L.S. #. or company name. Basis of Bearing to an identifiable line. Curve data, oirection left or right., tangent or non-tang'!!n:,
with aI/significant elements. Adjoining properties -Any adjoining property calls m:Jst have recolding infonnation, with copies of recorded deeds attached. Any easements, covenants, licenses,
etc., that trac\ is "Subject To" included in description and shovffi on sketCh. Note: Re;orded copies of instrument must be fumished. Seal, signature and date of R.P.l.S. who prepared
dsscription. 1 
06-05-02 16:47 From-PROPORTY MANAGEUENT 214949409; T-241 P.09fl0 F-775 􀀦􀁥􀀢􀁉􀀻􀁾􀀼􀀮􀀮􀀠Tract #1 or Tract #2 (where applicable) R,I?/; $" Page reference. c,c.. Mathematical closure.
Part Four (4) -SkEtch, Plat or Map Current Qwnership labeled as called in field notes. All bearings and distances as referred to in field notes, noting Differences in record and measured.
P.O.B. and/or P¥. shown. Ownership or Addition name of all adjoined properties cal'ed in field Notes (Vol. & Pg.). Legend or symbols for monuments found or set. Graphic scale noted.
North reference. i I . /....l/k. 􀀭􀁲􀀻􀀮􀀬􀁾􀀠'1 Notation for basis of bearings (Vol. 8. pg.} With controlling monuments, Indicating size and type, shown. • • Area notation in square
feet or acres of prepared description. Seal, signature and date of R.P.L.S. who prepared description. Page Reference. \.. me: Identify specific purpose areas shown on the plat (detention
area, escarpment areas, flood way easement, park and common areas, etc.). Corporation (City Limits) and County Lines, where applicable. ,I 􀁾􀀠Easements-show and Identify all easements
with width, use and Ownership (where applicable). 8 '. 
06-05-02 16:47 From-PROPERTY 􀁍􀁁􀁈􀁁􀁇􀁅􀁾􀁎􀁔􀀠2149484081 r-241 P.l0/l0 F-77S Of.. All curve elements are shown, including cantral angle, radius, arc Length, chord bearing and distance.
Identify non-tangent curves. 􀁁􀀱􀁥􀁯􀁦􀀮􀁊􀁾􀁬􀀠Part Five (5) -Locator MaR !l,.",i5u Recognizable streets. KMt;</Effected parcel shaded or hatched. Wi", Legend 2....ti 􀁓􀁾􀀠North Arrow
/9 
Michael Murphy From: Michael Murphy Sent: Wednesday, January 15, 200310:41 AM To: 'rstalnak@dwu.ci.dallas.bcus' Subject: Arapaho Road in Addison -DWU 60 inch water main Randy, I can
only imagine how busy you and your staff must be with all of the recent departures in the Water Department. I am very concerned over a recent change in course as it relates to the extension
of Arapaho Road in Addison. As you know, we have been working with DW U since 1999 on construction of Arapaho Road in Addison and the protection of a 60 inch DWU water main. The Town
has spent literally millions of dollars on this extension, some of which was used to purchase ROW from DWU behind the Beltway Pump Station and reservoir, so DWU should be intimately
familiar with the alignment and extension. With the assurances from the DWU staff, we have moved forward with ROW acquisition. roadway alignment and bridge design with a final decision
of whether the footings of the bridge were to be 3 feet or 5 fee! away from the water main as the only pending concern. You can only imagine my disbelief when one of my engineers informed
me that DWU is now requesting that we relocate our bridge or pay to relocate the 60 inch water main, both of which are unacceptable and completely contradictory to any discussion we
have had over the pas! 4 years. I have been unable to get explanations of any kind regarding the sudden change after several years and several meetings and conversations. Obviously the
Town is very concerned about the implications of this decision. However, I am confident that our engineering staff and DWU's staff can get together on a solution that will insure the
protection and mainten,,regarding bridge construction and location as they relate to the 60 inch water main. Any help or direction you can provide would be greatly appreciated. 'l!:1ik&
Michael E. Murphy, PE Director of Public Works (972) 450-2878 Work (214) 215-5280 Mobile (972) 450-2837 Fax E-M>li1: mmwpily@cLaddison.ty,us 1 
01/14/2003 18;36 FAX Ii!J001 DRS Facsimile To: S-r6V6 Gu-rC!{IA-N Firm; 􀁾􀀢􀁄l Sa:>.-I Facsimile: From: Date: Page lof: Subject: Message: 􀁟􀁾􀁌􀀮􀁴􀁆􀁆􀀠􀀨􀁾􀀠I ,L !.flO::' 3 cc: URS
Corporation 3010 L.SJ Freeway, SuhG 1320 Dallas. TX 7523. Tol; 􀀹􀀷􀀲􀀮􀀴􀀰􀁍􀁾􀀵􀀰􀀠Fax: 872.406.6951 'hWW.urscorp.com CONfIDENTIALITY NonCE The inrormiuiol'l in ihis faC$imile tra.n.smis.sion
iii intended s'OlI:ly fOt !.he stated 􀁾􀁣􀁩􀁰􀁩􀁥􀀮􀁭􀀠oflhi, tran.tmlulon. If)'ou have rCl;elvl:ld thi$-fu in error, please notify the sender immcdi;tt!:ly by t.!:'e.l"hol'lr:. ifyou
are mil Ihe intcnd:d l'Celpicnt. please be advised mal dis,sc.mlnlltion, distribution. or copying of the information contained in thj:r Inx kS 􀁾􀁬􀁲􀁩􀁣􀁕􀁹􀀠ptohlbiu:d. 
1/14/2003 18:36 FAX 141002 URS Memorandum Date: Januat)' 14, 2003 To: Steve Chutchi.an, 􀁐􀀮􀁅􀁾􀀠1A \ 1 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, DRS • HNTB and DRS presented to DWU the Arapaho Road project and
the issues ofthe clo' ofthe retaining wall and bridge to DWU'g 60" water main. • Discussion ensued regarding the limits that the retaining wall and bridge foundations collie.. 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 10ft) as it wollid cause additional pressure on the pipe and a break in the pipe collid wash out the retaining wall. • HNTB discussed
the use ofsoldier 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 URS presented options for addressing the issue ofthe 60" water main. • For the bridge, URS presented
straddling the water main with a footing, relocating the water main and moving the sidewalk outside ofthe arch to push the drilled shaft farther away from the water main. Addison recommended
pursuing the latter. 
01/14/2003 18:37 FAX !i!l003 Page 2 of2DRS • 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 fINTB should meet wi'th DWU to discuss the options and get approval from DWU for an 8 ft sidewalk partially overhanging the pipe 17
to 20 ft above the ground at the arch bridge section and for the removable sidewalk at the retaining wall section.. Date: December 12, 2002 Lneation: HNTB's office Attendees: fINTB,
URS, DWU • HNTB and URS presented DWU options for the retaining wall and bridge as discussed inthe December 8 meeting. • DWU advised that the retaining wall option with removable sidewalk
was acceptable. DWU?' 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 watermaln themselves.
DWU at. could be relocated before Arapallo Road construction commenced. DWU also advised th. 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: I) move the roadway to 'the sou'th outside oftheir easement or 2) pay for 'the relocation of their water main. • DWU estinlated the cost of anew 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 Mumm were responsible for 'the decision. • HNTB questioned why roughly 20 ft of easement would not be sufficient for maintaining the water
main. DWU'5 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. 
, ' , ...... ................,. m swm: 01' mAS """""" .. """"" ..-----_._-'n'\6.t WE, AHnruR 1'1. TOiOS'%' end vU"J RU'I'fI KIfOO'rJ or tbe: Cow:I.ty or »aUMj and Stbte or 'lien., :hi
ccua14erat.1tm or tbII 􀁾or SIX lMI'l'.l:R£ll AID 1fOjJJX> {$600.00} lXlLl..oUlS to 'Us 1.n hmd. paid, t:bt' ree«1pt of Wich b l1el'!!lby I;ckn¢v1tu1ge4, &lid. 111 ccml1derat1= ot t!ut
apee10l i>l!%Ief:Lt. to i>e tiH'lved by O\U' Pl'OJ*rtYI blow &l"ante-d and 􀁣􀁏􀁬􀁬􀁶􀁥􀁾􀁤􀀠unto tbiI City ot DUl....... mun.1c1poJ, eGrpo:raticm, lU'111 b)r tba.e pn.ctl; 40 ar:tAt
M4 convey unto tM Cit)' of DalluJ a IlIIImldplll corporatiCillt I; 􀁲􀁴􀀦􀁬􀀧􀀺􀁬􀁴􀁾􀁯􀁲..vay >m,daT, :hi .ad ola3g the 􀁬􀀱􀁥􀁾􀀺􀁉􀀮􀁲􀀺􀁉􀀦􀁦􀁴􀁯􀁩􀀡􀁉􀁲􀀠defl\':r1bf.d 􀁰􀁾􀁲􀁴􀁹􀀠tor
tlw .PW'JIOn ot ecrutnu::t$.l!& ud 􀀱􀁉􀁉􀁉􀀮􀀱􀀮􀁉􀀺􀁬􀁾􀀺􀁉􀀮􀁣􀁣􀀠.. city 1m"!' 1III.1.I:l, Hid propert,y de.eri'M4 U followa, to-vi:t: EASM::If'l' smIP􀁊􀁉􀁏􀁾􀀠1 .. 15 ft. DEED VOl.. 5380 /5'h7 ., ; 
mG!ItURf '59 ft. vorM 􀁾􀁴􀀠I1ttlI1 .. It:i;> of latI4 SO twt ill; Y1.4th l.r1z!« 􀁴􀁤􀁊􀁡􀀮􀁥􀁵􀁾􀀠t.D4 Jluallal to tbt'llNtl'I .u. of 11M 􀁰􀁥􀁾􀀮􀁾cit .. •el'1bM IJbcwt, !b1. 15"4
h H1nl .nCllWd tor 1M' 􀁾.. or 􀁣􀁾tbt 􀁾􀁴dtlr04 br Couzlt.T 􀁾of 􀁾cwnt,. lot talt .0. 1, n.:u..' Cowl.'t¥, 'lQ.u, 1Jt C&\ae 10. 􀁾􀁾....., Jlt.rie4 em rtr nALtAB v • ..umm:R B. KIO&f,
:rr mel m Wiolillwl.!!am\ HI 􀀬􀁾􀀱􀁩􀀱􀀠udu over and 1l:I UIo Aovt u."rlbed Pl"Ol'tIrtl wu ..twA 􀁾􀀠tM <not)' ot p.,U.... Iftlf 0VDfl" of 􀁾􀀱􀁓􀁉􀀮􀀴􀀠pJ'Opfrt;r, tiwu-If'UOCIi"OJ'J
M4 ..tiDUJ IbI3l bw b ri&'Ilt. to 􀁾􀁉􀁗1,I1i.Qs tbI 􀁾ot .aU 􀀮􀁾􀁴ret" t.bi \IP .' ... iio 􀁾it 11 DOW bI:lD4 IN.t I1J4 trn. l\I.ell otbn' U4 t\U'tbll' ..... 􀁾􀀠',' th!tY aa;t ad,.
to MkI: Cit JUt 􀁊􀁾􀀽􀁾􀀱􀁣􀁉􀀠tat, ri&" 1:4 􀁴􀁾􀀢􀀠.aU IlMa1111lt, ao lODI .. .ud It.. 'ltW JS01I b. :LM..w..t.et vt.th the ri.a1:lt of tbO C1tr or PIllu tor ...... -.4 􀁾•• W ft#
tbt OpINtiOl!l iIa4 MSD-.sn of •..u 􀁾􀁬􀀢􀁾􀀮􀀠!be riaht « tM O'It!2erl, 􀁾􀁕􀁯􀀠l'IU'Ioa•.ton UIl1 UIl1 􀁾􀁉􀁴􀀮􀁰􀁳􀀠'to 􀁾􀁮􀁚􀁒􀁮􀀡􀁯􀁴􀀠M4 􀁾.. ra1J.ros4 IJlW" or 4.r1w. hro.••N4
􀀮􀁾􀁴.\:l;alJ. 􀁾􀁴H dtqwul to 1l!.W1'ffl'e v:ttb t.hII Cltr or :D&.Ua. 􀁾􀁴􀀮􀀱􀀮􀁡􀁡􀀮􀀠_ u.1ntmmCI of .U4 'C.tor JiIlIU. 'lbe Clt:r' CJ' PAll.... ,hall cat bw tbe r1..i1tt to !enot
or eucloM altd tt&H:lllClDt. TO $U\VZ AJI!) 'to JOUI tJIe 􀁾41UIOrlblll1. l'J'Q1Xt1"t1 \VIt.c 1M cnr ot DAlla. t6t' tbt p,upqlt. btre1tibllol'e pPO...1.dRJ U1d the 1f11d cur 􀁾􀁴􀀠DIIIll••
aha.U 111'0 bA"" t.be' r16ht t.o ,0 1.I%:<'C tbf ... tor tlJe pW'pO" ot 1nepeeUll& Cl" 􀁾,&14 􀁷􀁡􀁾􀁲M' '%bit. all 'J:pIIIlUOI 1%1 thfI em.. • 􀁾􀁴􀁩􀁃􀁉􀀺􀁉􀀠tIl:Id 􀁾􀁴􀁣􀁵􀀺􀀺􀁷􀁵􀀺􀀮􀀠ot
.&£4 vater main Ihall be bome tI)' the ,aU (:'itf ot D.uu, wt 'thI.t tbft CotlJio:ra\1Q1l berwt.n e1Cpf'eqed tepruel:ltl tu1l and a4eq\l&te cCl.'iIi4enUOIl for tbe np't-ot..vay 􀁾􀁗􀀴􀀬􀀠togethfJ,.
with dY *DrS ..u 􀁾􀁉that I'lI&T be 11Icid,nt to ttl. ecnltru.$tm 􀁾1I'11tal.l.. t10n or .s.1d l:ai.D. lI'oUdzr.g; Ut thtl 􀁾􀀱􀁉􀁥􀀮􀀱􀀺􀁬􀁴􀀡􀁉􀁭􀁴􀀮􀀠ahaU b. cWllu-u.d ..... vatw't'
\ly'tbtI City 􀁯􀁦􀁾􀀮􀁴􀁵􀀠or dY CO\:IIIec:U/;l1 􀁾or chuge. 1Dpcae4 b)' or.. d1uol'u:t( or 􀁾􀁾of 'tbI Cit,. ot r.llu. In ""Itblaty 􀁗􀁢􀁴􀁬􀀢􀁬􀁯􀁲􀁾􀀠v.I._III OW'll&lI4l1, thtQ tbe
/fL"-' 􀁾􀀠0' .P<'+r' A.D.. _. v OEED VOL 5390 
! ' " .. " , ; , 
􀁾􀀮tl!m.!lal.,!f!!Cl!I3..&II.1••w1(t••􀁾􀀮􀀬􀀧􀁬􀀧􀀮􀁉􀀵􀁃􀀮􀀸􀁉􀀡􀁬􀁬.•.􀀬􀁾....􀁾....",____􀀬􀁾􀀢􀀢􀁟􀁾􀀢.....,_,..,,,___ of u.. Cc»IIlt7 lJl .tUlJu, IlJMI iHalt of 'l'Q;p. 􀁪􀁾􀀠􀁾􀁲􀁡􀁕􀁯􀁬􀁬􀁯4
ll the ..;)fOlK ('1.00) 􀁾􀁴􀀮􀁉􀀧􀁟􀁾􀀧􀁍__"'_ ......,.._ ....,.,........._.....".....,...._ ........._ ..._,..=.1. haM )'I\4.lh. _pi 01 !tIll,h 􀁾"m', _ ..1M"",, _ltd In fOMkltra,fOZl
􀁯􀁦􀁬􀁨􀁾􀀠􀀮􀁾btMllla ta 1M d..rived Dr 􀁩􀁴􀁩􀀢􀀧􀀭􀁾􀁉􀀠hiv.f.rrutW &ed 􀁍􀁉􀁬􀁾􀀠".l.:o lb. Cilll of 􀁾􀁉􀁵􀀬􀀠• mtlrUtotlill.ll"4rP<mtiol!!l 􀁾by tUM 􀁾􀁵do 􀁾􀁴aAIi conlin Wlto
tilt Cily ot Dallu,• m'Wt.lClf/id <IOl'P4raUo!!o. 􀀮􀁬􀀧􀁬􀁮􀁗􀁬􀁾􀁗􀁬􀁦􀀠\mIIer. la i.ad ..tU hnCAdt.v dwribtd Ji",,*nt for the Plolt'POM 􀀺􀀻􀀺􀀺􀁾􀀽􀁑􀁉􀁮􀀡􀁾..􀁴􀁯􀀺􀀧􀁗􀁩􀀱􀀧􀁩􀀮􀁾􀀢􀀱􀀡􀀡􀁗􀀭􀁾
􀀬􀀬􀁾􀀭􀀡􀁾􀀮􀁾􀀭􀁌􀀮􀀬􀀭􀀭􀀬􀀬􀀭􀀮􀀭...........􀀬􀀮􀀬􀁾..... lh,q ...tr:tp '3t lull 􀁾􀀠ft. 11:1 \l'11ith l)r 􀀦􀀢􀁲􀁾􀁴􀁥􀁬􀀱􀀠Q84 ft. U! l.t:tI4"h ott the 􀁥􀁮􀁾􀀺􀁴􀁲􀁡􀀠north 114.
ot i:.Iat conote1l:l 10\, trfli4t or pvc'" 􀁾􀀠lA;q0:l l:r.t.n.& &ad ad 􀁢􀁾.:ttu&t.d 111 tM OqllA\), ot J!6l.JA& M4 Stew at '.I!!tldl&1 .... bdq 􀁾􀁬􀀧􀀮􀁲􀁉􀁬􀁉􀀬􀁐􀁲􀁬􀀦􀀮􀁡􀀠Of two
adJoud.tl1J \tout.. cut of tM %4war4 C41lk Su:rW)') .1'0.1:. 32C, _ caata.1n.fJ:Ia tmoee 􀁾aDd the .:.tar tvo S!lN', . b..-."J.qo • .to...blJta4 tI'oll.ut-􀁾􀀠􀁳􀁾􀁴􀀮􀁡􀁬􀀺􀁲􀀠is:.
n. _lcq the I\Clzoth dd. fit 1.1t l.iDO 110" btI«iADu.« 60J,..G til••a.wl'l¥.al.oI1J b Mt'til l'tabwf..tlQ' ltJ1a of 􀀱􀁉􀁴􀀱􀁾􀀠tiM RecIO: hoM th.. cenwl'l.:i.nt: of lloolAy need, ..:Lo!
'M'act. utaAdU!.s hoII a.", I..lDs 10&4 lWJ'tl:le:r11 to 􀁾St.. I.ooJ.. 􀁾􀀮􀁴􀁡􀁭bUr0&4 .A1Pwt...,.y and. baiaQ' t.b.at 􀂢􀁾􀁲􀁴􀁡􀀱􀁉􀀡􀀮􀀠propGn:y 4..erlh1:4 .. 􀁾􀁴􀁉􀀠J. " a ¢Ott"I'e)'ed
to gf'QUll" iune.fJ:I by KIf)' II. VW, Il!4aP'll!4wnl 1b:.,-. Cll.t:'i.'IC of tM 􀁾􀀱􀁴􀀮􀁗􀀠of V"",,,c M. ViM, d.e.t'Al4, b7 • du4 ",14 .J'u.19' 25, l5I", t'eaOl'l1t4 111 YoJ.,. 43U!,Jflf'O
􀁾􀁯􀀮􀀠Died .A.car4, of hllI\, 40W1ty, 􀀧􀀱􀀧􀁴􀁴􀁊􀀺􀀺􀀢􀁾􀀠..U 15 n. ,.,eClIllCD'b 􀁾􀀱􀁏􀀮􀁂􀀠Il'IUth of, &dJac_ut u& 􀁾􀁵􀀮􀁬􀀮􀀠to tb& llOrih lIrop1f'i:)' :uu of ..14 Pf(lptfty,
"1:11 Q$.n8 tl:Kr "lNth l.:i.nt: ot tht St. looW,_ SOIlthw.Wtli Jt4;UrN4 􀁬􀁈􀀢􀁴􀀭􀁯􀁴􀀧􀀮􀀮􀀮􀀬􀁾􀀬􀀠ts:toadlJli: t:rcm 'bbt' • ",..t PR1"f_MI.Y Un. 􀁾􀀠.dd 􀀧􀀱􀀧􀁏􀁊􀁉􀁦􀀢􀁴􀀱􀁾􀀠lllJolt
􀁾􀁩􀁬􀁬􀁬􀁬􀀠tPPl"t»I;t-t.4t 6o::z ttl. Ilat cat IIn4 putllli2. to tho caAtel'llia cst Daollr)' ./load, ,,,uf'b a diUuec of aplIfU'imlta1¥ Q84 tt, 􀁾􀁯􀀠fibt 􀁩􀁉􀁉􀁾􀀠,t Pl'OP4ri1"
liM cst .dA 􀁐􀁾􀁲􀁬􀁦􀁬􀀠,lIOU!.I \b.t eut l'l'CliGl'ty 11Ilo or u1d frIIot .!fe. at ' ftI.t:a 1.1 1Il!0 iP'lUtte:i tbll dlty or PlllAl, :L1:I, 􀀧􀁇􀀴􀀰􀁯􀀢􀁾􀁲􀀧􀀠or 􀁉􀁬􀀻􀁤􀁬􀁉􀁾􀁥􀁮􀀮􀀬􀀠tM
􀁾􀀮􀁾VCltkil\,( Ipt" IWIIO'II'Q' tor tbI 􀁾􀁯􀁮􀁉􀁖􀁕􀀬􀀬􀀧􀁉􀁩􀀮􀁩􀁏􀁄􀀠IlII4 .1»'litiJAnn 91 􀀧􀀡􀁉􀁾􀀢􀀠...."1' _UI and a,pPlU''liUAMe'. Tho ntor _ill &ad 􀀮􀁾􀁃􀁊􀀬􀁑􀁃􀁉􀁬􀁉􀀧􀀠to
'D. >:;0l1,W!.tot.a4 OA tb. aHi", ....lIIIOt .b.all hi: u .1lovIt on 1'1"", 4e,.,,-..,1tQ 01l rUt 11:1 t>b. ot'tfoce of 1lI.l.l.a. Cit)' U-..wr Vc.rP Oruton 􀁬􀀱􀁥􀁾􀁩􀀱􀀺􀁴􀀠'ft,ano
tor tQudv.., their h.u. or ..dp., t.be 􀁾􀁬􀀦􀁨􀁴􀁊􀀠􀀮􀀮􀁜􀁩􀀧􀁯􀁾􀀮􀁣􀁴􀀠to ruin' ud .PliHYtl ot plU.l by tbJ 􀁓􀁵􀁰􀁬􀁴􀀧􀁩􀁬􀁬􀁴􀀧􀁉􀁉􀀮􀁾􀀧􀁬􀀱􀁴􀀠of tbw 􀁶􀀮􀁾􀀠DI,putnl1l1 Of
tu Oitr of llA.Ll.u, to 􀁾􀁴􀀮􀁎􀁯􀁴􀀠ro-QvqI.. u.S l's1.1rcU .pur track. eve!' and ICr".. the sUlltImt hwdn pntri .u4 to 1bIk. 'llY athor u.o of&:111 Cl&n••,,\t \/bLeh \till not fUm_.
;';111 . ".10.. _in conlltl"UIIW thfl'ttln, oiher tn.n erecUon or bUILi:l.nge Qr ohio: 􀁥􀁴􀀱􀀧􀁕􀀼􀀺􀁬􀁴􀀮􀁗􀀢􀁯􀁾􀀬􀀠· .... 
􀀺􀀻􀁾􀀬􀁾􀀺􀀺􀁾􀀬􀀧􀁾􀁾􀁾􀁾􀁾􀂷􀁾􀁾􀁪􀁡􀁨􀀺􀀮􀀻􀁜􀁾􀁯􀁩􀀮􀀻􀀢􀀢􀀠;,ua.. 􀀮􀁄􀁄􀀮􀁌􀀬􀁾􀀮􀁾􀀮􀀠at tb. 􀁾of 1I&lJ.jJI" (k: 􀀢􀀺􀂷􀂷􀀺􀀧􀁊􀀬􀀢􀀬􀁬􀁩􀁩􀁬􀁬􀁾􀁾􀁾􀁩􀁾􀀻􀀻􀀧􀀻􀀺􀀻􀀢􀀺􀀠fJI.,flQUUua\1a
of .at ... 􀁾IbM I'IuI4l'e4(tJOO.OO) l!ollan to: • ': 􀁴􀁴􀁓􀂷􀂷􀁾􀀡􀂷􀁾􀂷􀀠􀁾􀀻􀀮􀁾􀀠􀁟􀀮􀂷􀀱􀁩􀁲􀁴􀂷􀀧􀁯􀁴􀂷􀀧􀁉􀀧􀁩􀁴􀁩􀁴􀁩􀁉􀁬􀂷􀁴􀁉􀂷􀁾􀁦􀁴􀁢􀀺􀁲􀀠􀀮􀁣􀁾􀀬U4 th ....􀁾􀁾􀀮􀁩􀁍􀀠.or'.'
􀁾􀁾􀂷􀁩􀁡􀁩􀂷􀁾􀀮􀂷􀁴􀁇􀀧􀁢􀁥􀀠'dlniNti 􀁾􀂷􀁡􀁖􀁾􀁴eft ,,&lied 1M t!·MfO)'t. 􀁾􀁷􀀠itit Oi\i t!I''k!!U', a " .&t0ua1 􀁾􀁵􀀮􀁡􀀬􀀠"bit _ tbti!t ...eMu da #Mt la4 ' G!I:l_ .,.; 'lmtO
• fJ1_ ot 1e11AI. '. 􀁾COQOHtiCID, • 􀁬􀀧􀁾􀁷􀁴􀀭􀀧􀁉􀁕􀀠... ill U4 Wac 􀁾htNiaaftuo Mw:1W 􀁾trrr thI JW'Pt of flQUwuq .d'􀁾􀀧􀁴􀁡􀀮􀁴􀁡􀀮􀀠: .. ;,..:, ": .':::, ;. . , ". '. '.', .,.'.
. ,".' . . 1q a "011tJ' ...._i-􀁾􀀮􀁟􀁾􀀢KS4 property IItKr1W u_tol.1wI, to41'l ""••Ui,i-(jf laZIill" 􀁮􀀧􀁾􀀠"ta 􀁾'lit 􀁭􀁾􀁬􀀠n. s,A"l.a&"b ott.•nu,. IIC1"tob. .iI. itt uat 􀀧􀁾􀁫􀀱􀁯􀀮􀀠10;,
t.rKiJ n 􀁾􀁬of lAD! 􀁾..'N1Dc d_W iJl V. Catr' of tl&l1u U4 ata. Of ""xu, .... Hue .. tru, of lu4 􀁟􀁾t.t..,. :w..• • t Of tbf'Xtva.rf. 􀁡􀁯􀁯􀁴􀁾􀀬».'" 􀁾􀁊􀀠tmti.lc -men-itt,' i97
n. il.oq thl 􀁾It&t' 􀁡􀁴􀁾􀀬􀀠􀁾RoN 􀁾:m ft. 􀁎􀁬􀁷􀁲􀁾􀀠IUAIIq til. lI.arilI 􀀮􀁴􀀦􀁄􀀮􀀮􀁯􀁴􀁾􀀠lJIi. 􀁾Ill; J:.IM lloIiIl ::r:o. ita 1DMl"Ifn1Oll w1\l& \'M cOlttl' l1U or Doole,.
Jl.OI4, ... 􀁾􀁩􀁱tb. .... , 11M of NU 􀀮􀁾Cool, 􀁾􀀷􀀬􀀠•..u tHat;. Ukb4m, 􀁾􀁲􀁬􀁬t:rCII: 1G'i 1..i,u hid w U4 liIIJOiA1aI' tiM 􀀮􀁾􀀧􀁕􀁉􀀮􀀠l:1M of tIMt 8,*,. Lo'.W B«atlftu1ftu
RaJJ.:roI4 􀁾􀁾􀀭􀂥􀀮􀀬h7! .:!U..iltuc. 􀁾W1.1. ft.., aM "-be thd otl:"ta1D propertt COlI.,.. to snakn 􀁾􀀱􀁡b:r l!a1 I. 􀁰􀁾􀁴'oJ .. &Hd !lAW Jill)' 5, 19S0.. Me_O. b V(I"" Utt....'$11,
II+tI .......,... of;au.., 􀀴􀀧􀁾􀁴􀁦􀁴􀀠􀁾􀀢...u )$ 􀁦􀁴􀁾􀀠....􀁾•••Vi» 􀁾􀀠.,.UlIiI, 4I44J.a..... ...t 􀁾􀀩􀀮to 􀁾􀁬􀀱􀁯􀁲􀁩􀁬􀁬􀁬􀁊􀁾􀀠1U:. t4 ...u 􀁾􀀢􀁲􀁩􀁲.......... ,t» 􀁾􀁾t.t
••tI. 􀁾􀀣􀁗􀁾􀁾􀁾􀀧􀁾􀀮􀀮􀁶􀁾􀀬􀀠􀀮􀁾􀁨􀁴􀁾􀀠*'..,,;.. 􀁾􀀮􀀮􀀬u. 􀁾aaU 􀁾􀁮􀁹􀀣􀀠,.. 1:t:b:f 305 ft......, U.f .... 􀁾􀁬􀀠.:: 􀁾,...." 11M fII •..u 􀁾􀁥􀁃􀁏􀁉􀁥􀁾􀀬􀀠tttWl'l7" 4U\a.I:I.A
r4 297.1 ft. UI tU .pt 􀀧􀁾􀀮􀁬􀀱􀁍􀀮at _..u PN:PUi7, ... -ht tlM an 􀁾l.!J:I.tI of .;,thtft &en' 􀀬􀁾􀀧􀀬􀁾􀂷􀁷􀁾....i fiIchft u u. .,' 􀀮􀁔􀁾􀀠',. , ,'. _ _ ' '"",,'-:'" "'...JlH ptA,":-Cltf
ct J).aJ.l.a..a:, 1 .... necuaon or th1(:u, thI 􀁾. .DeeD VOL 5180/35+ .' 
􀁾􀀮􀁾􀀢􀀠, . . 􀁾􀁾􀁾􀁩􀀧􀁾􀀧􀁾􀁾􀁾􀁾􀀧􀀮􀁾􀀧􀀢􀁾􀀺􀁾􀀮􀀧􀁾􀀬􀀮􀁾􀀠ott·, 􀁧􀀧􀀺􀀺􀁣􀀻􀀢􀁻􀁩􀀧􀀺􀁉􀁾􀀡􀁙􀀠""" ""AM <II ......II. .... ,\100 w4L ".... lAta... ,..,........ -• , 0"';';
" ; 􀁾􀁾􀀬􀀬􀀬􀀬􀀮􀀺􀀺􀀡􀀮􀀻􀀮􀀧...,,... 􀁾􀀬􀀮􀁜􀁾􀀻􀀻􀀮􀀬􀀬􀀢􀀻􀀠􀁾􀀠.. 􀀻􀀮􀀻􀀮􀀺􀀭􀁾􀀨􀀢􀁬􀂷􀀺􀀮􀀠,.' • 􀁾􀁩􀁾􀀺􀀻􀀻􀁾􀁾􀀧􀁾􀁾􀀧􀀢􀀠.......1iINa 􀁾tM:. 􀁾􀁉􀁡􀀺􀁾,F*P*II'\r,' bI;
1M :& 􀁾01 ...... . " ' '" au.u.tt.-hI...:ta, 􀁾titr of 􀁾􀀮􀁾􀀢􀁾M',"'" .... 􀁾......... ht ... 'M 􀀬􀀺􀀮􀁾􀁾􀀮􀁾􀁦􀁴􀁾􀀠vtU ..,. 􀁬􀁊􀁦􀁴􀀮􀁴􀀮􀁴􀁾􀂷􀁴􀂥􀀠􀀮􀁓􀁡􀁉􀁾􀁴􀁩􀀮􀀮􀀠01 􀁾􀁾􀁾􀁩􀁬􀁨􀀠.'.
'.' , . '!'O .,.. aa4 .., Mlii. W·....,.,. iaaw1'6H: 􀁾.to tb. «:iiii;;' of 􀁾,'* ..􀁾􀀺􀁾􀁾􀀮􀁾􀁾􀁾􀀮􀁾􀀮􀀻􀀬􀀮􀀬􀁾􀁃􀁉􀁾􀀬􀀠􀁯􀁴􀁾􀀮􀁾􀂷􀁕􀀧􀀢,-. 􀀧􀀱􀁦􀁾􀀠􀁾􀀠. 10 􀁾tM ·.....tot
􀀮􀀬􀀧􀁾􀀮of iulIMUttc Or 􀁾•.u'ftWr.lI. .... , "" ,,"" "" ,,, ,,"" " "" ' I" 􀁾􀀮􀀢􀀧. flIft aU o:»IUH sa tM 􀀢􀁃􀁉􀁉􀁉􀁉􀁾􀀠u& 􀀱􀀡􀁉􀁴􀀮􀁡􀁾􀀠of t&t4 IJ'Ite!rt 􀀧􀁾􀀧􀁟􀁾••1a.l.l.
ba bent b1lh1 􀁾01t7 It »I.U.M, 'bit QO!. COCLoo .􀁩􀀱􀁾􀁕􀁣􀁉􀁉􀁬.....tI' o:p;;.•.I.t-nprttaU tun I.DA ...." 􀀮􀁟􀁩􀀴􀁬􀁚􀀧􀀱􀁵􀁾􀀠iw _ ri&1a-'..􀁾􀁾􀁾􀁾􀁾􀀬􀀬􀁟􀁾􀁔􀀱􀁾􀀢􀁵􀁲􀁬􀁬􀁕􀀧􀀬􀁾••􀁯􀀱􀀧􀁰�
�􀁭􀁾􀀺􀀮􀁵􀁾􀀮􀀮􀀬􀀮􀀬􀀮􀀠.... 􀁾::1:0' =􀀺􀀮􀀽􀁾􀁾􀀠u 􀁾_\nQ\Loa. w: iMWlwiU;a. cl Ita ...M1a 11114 ... 􀀢􀁾􀁑􀁍􀁦􀁴􀁦􀀮􀀠IQt.IWJC SA \is.I 􀁾􀁴􀀧􀁾􀀮􀁍􀀠ClONWuW .. ''WITq t, tM OLV
. of 􀁾., 􀁾.-';nt. .i-,., • IriMr ,UQi. 􀁾...., ....􀁾􀀬V tN 􀀧􀀬􀁾of 􀁾􀀰􀀴􀁖􀀧􀁑􀁦􀁾􀀬􀂷􀀠Ia: Itll_DlNIt, nnll t8I' ...., tldI ,. r-'"'or A....t, A, lot. 1m. ",," 􀀢􀀬􀀬􀁾􀁲􀀦􀀭􀂣􀁉􀁾􀂣􀀳􀀧􀀠􀀧􀀯�
�􀁽􀁨􀁗􀁴􀁾􀁾􀁾􀀠. hEED VOL 5180 .' 
, 1 n..t .. r.-...... In 􀁾􀁤􀀠􀀺􀁾􀀻􀀺􀀺􀁷􀁾􀀠􀁃􀀻􀁾􀀮􀁉􀁖􀀧􀁉􀀠􀁔􀁾􀀬􀀠􀁾􀁮􀀠􀀺􀀮􀁲􀀮􀀡􀀮􀁴􀁾􀀧􀀮􀀻􀀺􀁲􀀺􀀮􀀺􀁾􀀠STA'J'E OF 'TEXAS } BetON mt."_..􀁟􀀬􀀬􀀬􀁾􀀮􀁢􀀮􀀮􀀬􀀬􀀠􀀱􀁕􀁬􀁾􀀧􀁲􀀮􀀮􀁊􀁡􀁔􀀮􀁜�
�􀀮􀀮􀀬􀀢􀀧􀁬􀀺􀁜􀀮􀀱􀀱􀀡􀁦􀁾􀁴􀀺􀁬􀀧􀀡􀀻􀀭􀁙􀀮􀀮􀁉􀀮􀁟􀀢􀀬􀁟􀀬􀁟􀀬􀀬􀀬􀀢􀀬􀀢􀁡􀁎􀁯􀁴􀁵􀁊􀀠PuWle COUNTY· OF DALLAS In Abd tor DtlIu Collfttr, Tau, OIl Ib..tI da1 PiI'lOJlllb' 􀀮􀁾􀀺􀀬􀀺􀁾􀀮􀀬􀁡....He
IU,_....",..",..",..""u.,r,....I!....􀁾􀀮􀀬..Hl)la,..............,,_........_ ..,.,,_... 􀁉􀁡􀀺􀁜􀁭􀀧􀂷􀁴􀀮􀀡􀀺􀁉􀀬􀁭􀁾􀀧􀁴􀁥􀀧􀁢􀁯􀀠tb. lMtMtl "hw. lWrIt " lilboctibtd. to UtI t(tl'lf'Clmr
fZIIthlml'lZlt. IO<! hi""bMu 􀀮􀁾􀁾􀀮􀁾􀀧􀁾􀁾􀁾􀁾􀀬􀀮􀁾􀀠.paJ1 fn:mi b.... 􀁉􀁴􀁎􀁾􀀬a4 h."'111 U1. -.ml, 􀁾IIl)lIlDld U. hu, M-, ttl! 􀁾􀁾􀁾􀀧􀀿􀀧􀀮􀀺􀀽􀁾􀀽􀁾􀀢􀀺....􀁕􀀻􀁗􀀻􀀻􀀻􀀧􀁦􀀮􀁾􀁾􀀺􀀡􀀧􀀽􀀺
􀀮􀁉􀁯􀀽􀁾􀁉􀀧􀁮􀁩􀁩􀁥􀀧􀀺􀀺􀁾􀀡􀂫tIIi1-Ll!e1ffd' MIt 􀁾􀁴􀁨􀀠ttl mmt It. I, 􀁾􀀠,I ' , t;jhn !lnJd my },;.1><1 ill',j 􀀻􀀼􀁾􀁬􀀠...! "jnt" IhI!! ,\l 􀀢􀀧􀁾􀀧􀀠􀁤􀁾􀀬􀀮􀀠t)t Tl!ll: BTATll:
OF TEXAS }COUNTY OF DALLAl! Th&t-..%"...Y· L uu;r. au 􀁾􀀧􀁍􀀠bl ., !it! aPe \bit "HiD FOJt1ril !9JiM:'.10 pe.r\ « vI the Covnit ots:.are. and &'11 ilf􀁾In ctmtld'''aUcJf et the ,um
ot .,.. • Cow.N 2"IO!!I!IN!1I FOOll 􀁾7lJ"!f A'IIJ roh04 ............................. I)OLLAna &0 naa.ln hind twUI the reetlpl bf 'Wh:!th 111ttl'1by &thowJ«lpd. _nd In eomldm.ticn lit
tbtlf/tCl111 bilneftit to be !ftrived by my.-tn'OP'l't1. hlft runted m trel'M,Ytd uJlto the City o! DlU...amUfdljPllW'J)tl'Atibll. and by thn.! pruen.'W do "..nt and 􀁾unto tit. CHy
or l>41lU. • ntanlc1pal eol'PORtimh _ rtrht-ct..wl1 un.dt", In and aIonz tnt n.rtlMftw ducribfd f\toperty tor tM Purpo.w r,( 􀁣􀁴􀁮􀀧􀁾􀁮􀁲and m.lnttlbll\S" ;1», 􀀽􀀬􀀭􀀬􀀭􀁾􀀻􀀼􀀬􀀬􀁾􀀬􀁾􀀻􀁾􀀭􀁾􀀮�
�􀀡􀀡􀀡􀀠._--IlI.Id property 􀁤􀁵􀁣􀁲􀁬􀁾u fotlowa, to.wlt: b.t.q: _ .t:ri,p or l.u4 30 ft. iIl.u1lh CI'l'al', -.IV ......... toM, GlI"'1.a In. w.n or Jlkhl. or 1ItDd 􀁾1114 Mia( lltaW
II .. Clt:IIIm'f or SIrI.U.u ........ of ftSN. lAM '"tar • VMt ttr lad 􀁃􀀧􀁏􀁉􀁉􀁾􀀠􀀮􀁾􀀢􀀱􀁲1f,7-M1'tl Q'IIt ., iIIIIt h9U ....,. 1IIrYtr, "'Nt. H1 ... 'II.. I, 1I1tt 􀁾􀁊"''',t;.
1609_ 􀁾01 )fti Ii'" Of tM ••, looIW" 11\I';;'tMI• ...,... 􀁾􀀠􀀢􀀧􀁾􀀮􀀮􀀬􀀮􀀬􀀮􀀬􀀠-UII 􀁾.. on "t.bt IlJ'IItb, " ..lit %4M ...... _ tit aut 'Of »oolIr hM,&1>1110,.. ............ __to
•••• T""'7 .... _. ",004 • .-.􀁾􀀮􀀠ISOT• . l'HGf'f1d .1a 1'ol.. 􀁾􀀡􀁊􀀠hfI 􀁾􀀬􀀠.... Ito..U Da.UN aNl'7, .,..., NSC )0 n, .Uftlltt. • 􀁾􀁾• Glntll" U!IIt 􀁾6'.0 n ....1:ll ct tI:II
oa\er 1SM Of .,. :Lou.i.I .odIm._... 􀁾􀁬􀁩􀁾􀁯􀀮􀁖􀀮􀀮􀀬􀀮􀀠.... _t,q "" 􀁾􀀱􀀺...o.Dtf. ... fo)l.ooftll _ ••• ,..., Ia b _. _..., u.. Of lOlA _ ........"" __...._l.!! n ..... of lIIIII
_l,le iIIt .... _ tt _ kfi4 iIIIl'I iI1Im7, .II<! !>fNI' "_ 100&'" • jUtaot 9f ,,""f' til 􀁍􀁾a10q "" 􀁾􀀮􀀮􀀬􀀠UJW; ,.... 1... ta_1f& MCUoD n1:ll 􀁾llOl"\.h 􀁾􀀮􀀮􀀮􀀬􀀮􀀠11M fit Jel,i
I4DII HoMI t:bbeot rrc. "t.bt 􀁾14 􀁾􀀬80IltJl ••,.t SUi, ••l.at.uol of 1U:8 ttl \0 & 􀁊􀁏􀀮􀀱􀁡􀁾􀀠SA the ....t propu:1i1 l..!.lW tit AU 􀁾􀁊... _1Jac t:Il4 wn 􀁬􀀧􀁩􀁣􀁢􀁴􀀭􀁣􀁦􀁾􀀠.l.1De
t4 Dool.e7 :ao.i, AU )01at 'btiac 1oo:atN • • 41atuol 1415/0n.. 􀀮􀁯􀁵􀁴􀁨􀁈􀁾􀀠&.leal h1I: ....t 􀁾.l.1De n.tl'w 􀀮􀁾1iDII c:t ft. twia 8ootI:ntH.tu. 􀁾􀀠D1&bkto¥a;r. !btZ"t 11 wa F*D""-the
01'7 ot.uu, 1_ ....... OJ' ...!pa, 􀁾􀁾􀁾􀀠• I'paeI ZIHII'!IU'T fll!lr 􀁾cou1;:loUctiCa *ZI4 -.ia'toll1WlCe or u.14 ftt.:r a1a .... 􀁾􀀢􀀮􀀠'!bt .....a1aI; u4 IIOppi4 , .'Ma to ....
OCIUtrIlooW GIl V. ,u,Q'ft! ._tN:I.al.1 'bt u uwn IJIII. P1u. 68"..540, 􀁮􀀮􀀮􀀢􀁾􀀲􀀲􀀠'23 =. tu. Szt .. affiOII M»al.lM 0111;1 Vatu veta. ':raa:btt ...1D. """,I tf¥t au...lt, kU bit1n
Clt'Vlipa, 1:M JiPt, 􀁮􀁢􀁾to :rt'I'ift arr.4_*0Y&l. of JIlImI: bl thI 􀀬􀁓􀀧􀁑􀁬􀁕􀀧􀀱􀁡􀀮􀁾􀁴􀀠at tbI Va'blr 􀁄􀁥􀁾􀁴ct 1bI C1V or kUu, to ocUttu."'l 􀁲􀁾,""r .. 􀁾QIl!' truU MI'OII.
ail. 􀁬􀁣􀁭􀁦􀀺􀁬􀀭􀁾􀀠al.oac the ...... -=t 􀁾􀁾􀀬􀁾nab l.Ou.I11i1al1Ml 'tJ'MU aha:I.l ,J.61; 'bt ....1' V. ........ ..at UtI \0 alai .,. n\It:' ... Of ..u 􀁾􀁾'rill act 􀁾1bI 'I't.'W'
... 􀁃􀁦􀁡􀁴􀁾􀀠tbImt.1a, ctiIft '\bu. tM IlfM't1-. of lI!ti1l.IIJap C' obr 􀁾􀁷􀁮􀁴􀀺• .' ' 
DE E 0 voL 5225 1 
TO HAVE ANIl TO HOLD tM abcyt duerlbtd PfflIerty unto III, CIty 01 01\110 !'Or tM 􀁊􀀩􀁵􀁲􀁾􀁵􀀠hen),.. WON pmldlld, IJId tb, uld CIty et lBllItJ .hall allO haw tM ri;U 10 ,0 utlOn the
ome te, ih, purJXII!f Dr JM_Uni' or l't"J)drhll MI" ..,. • u.4 Bp;!J'!tM!N! 􀁾􀀢􀀢􀁴,II WiIltJlHI In th. tenitmullf end m.httal!.l.lIet 4t uJ4....Dw,,· -sn .4 '.:, I 1M􀀭􀀭􀀭􀁾􀀭*lWlIl!cllbt
bQ\'M b)' th Slid (.llty ot Pal.... but Ih., th. tOllllau.tiM btl.l" .lIIp'lUtd '''PftUnU tall ,1\(/UttUI" Cl1.I1Idd,,.UIt1I f&r the 􀁲􀁬􀀮􀁨􀁍􀁦􀁾􀀠􀀢􀀧􀁬􀁬􀁬􀁬􀁾􀀬􀀠 􀁴􀁾􀁬􀁏􀁬􀁨􀁬􀁬􀁦􀀠.....lih
,tI)' and .11 dm_.,. thai may bf 􀁌􀁉􀀡􀀨􀁬􀁬􀁤􀀮􀀬􀀬􀁾􀀠tc tM titl1lHt\,1CtWII And hut.llll.ljo" "" Aid mall!. 􀁾􀁯􀁬􀁨􀁬􀁎􀁬􀀧􀀠In lhit ....tn.nt INlIlwI C01'Iltr\ltd U A "".tv.,.
by t"-City of 0.11•• o! artY 􀁾􀀱􀀩􀀱􀀧􀁉􀁟􀁬􀁉􀁡􀁬􀀧􀀡􀀠ch.I'P or t:hu,iU Imtlllll-td bY ol'dlnanu OJ' lh. ChliUr ot the City 4t DallAl. In T.dlmorty Wbenot. wibl.u-P:lat.-hAI'Ui.,I..,
Uti. Ui,--.lijw_q-,r 􀁭􀁾􀁾􀁴􀁐􀀮􀁌􀀮􀀮􀁁􀀮D,ltl.J4... 'f.rutM mr4u 1:bIt will of of 􀁾L. 􀁾􀁴􀀻l::IItout:i% &ail frutat 1.111411' thI 􀂷􀁉􀁾􀀬􀁟...... fl11 Of Iariiiie. L.. HdMi, Giiiiii
.. ', Cl.u?M 􀁬􀀮􀁵􀁡􀁾􀀬􀀠IDIt'f'1d..:J.ll_ .. DEED VOl5225 /t.lO£ 1 
MINUTES OF MAPAHO ROAD BRIDGElDWU MEETING -1/21/2003 Mike made introduction. Randy Stalnaker agreed to consider alternatives. Mike stated summary of Town's discussion wlMastec. Jerry
Holder distributed an exhibit ofproperty x-section w/our sidewalk located 2' from . edge of60" water and retaining wall 10.5' from 60" pipe. Cliff Hall distributed two exhibits wlbridge
section and sidewalk shown. Randy Stalnaker reviewed each exhibit and asked several questions regarding dimensions from the 60" pipe, bridge height, depth ofdeholed 60" pipe, etc. Randy
stated that physical and political issues affect DWU's evaluation. Jerry Holder stated that the design ofthe retaining wall and box culvert are desig.. protect it from a blowout ofthe
60" R.C.P. -only the pipe has 10 be repaired. Randy stated that he is not familiar w/lype ofequipment that DWU would use for repa. Mike repeated that the Town talked wlMastec regarding
the ability to repair a break. Randy will take information back to the two Assistant Directors for for review. Randy stated that DWU staff didn't have all the information needed previously.
Mike stated that URS and HNTB have taken every precaution in designing the bridge/roadway. Bruce Grantham asked Randy ifhe had certain concerns. Randy stated that maintenance ofthe line
is the main concern and Ramon will make final decision. Randy stated that decision should be made prior to upcoming meetings between the two City Managers. Jim asked ifRandy had any
other questions. 
-2DWU representative, Erwin, stated that they have better dimensioning to review on the exhibits. Mike expressed dismay that D WU deeision makers were not present at this meeting. Randy
stated that DWU would look at the issue and get baek. Meeting ended at approximately 3:15 PM. Mike and Randy had a short one-on-one diseussion after meeting ended. Three exhibits attaehed
to these minutes. 
HANGER ROPE ri NORTH ROW I0" (+/-6") 'l PIPE 14 ' MAX. 5'{+/-1G' 0,0, WATER PIPE l' _6'1 SHLDR. • DIAFRA • 4 LANES @11' 􀁾􀀠44'-0" • • " -£# SHLDR. 54" U-BEAM (TYP) 7'-0"&DRILLED SHAFT
1 I _0" SOUTH ROW I I , • , I• • I • , I • TYP I CAL SEeTl ON IN. T. S. ) 
• • •• •• •• S'-S'5B' -0' NORTH ROW ,,, I,, I,, I,, I,, I,, I,, 20' DIAFRA VARIES (1'_6" MMH"',,.. 1 􀁾􀀠-6· It ' -0' I' -S' SHLDR, :SHLOR,S' -0' 4 LANES II 11' , 44' -0' I' -0'I' -Il'
SIOEIoIALK I ,• I ! ,· · I SOUTH ROW ·• 54' U-BEAM tTYP) · I·•I I ·• I••I I ,· •· I,· I·•7'-0' \ DRILLED SHAFT I I 6' 0,0, TYPICAL SECTION WATER PIPE 
􀁾􀀠MAPAHO RD I, 80' ROW ROW--' I r--ROW 49' B-B: 23.5' S' I11' 11' 11' 11' 2.5' 7.5' ,STA 47+00,11.7' TYP.ST A 49+00, 11.6' INSIDE INSIDE OUTSIDE ,STA 51+00, 10.5' OUTSIDE LPoNELANE
LANE LANE_.2.& 8' If􀁾􀀠If􀁾􀀠0.5' 630--,630 }:4"/FT -=--W/FT , I -=--J , 2' -..--t:=RETAINING WALL !WN􀀶􀀲􀀰􀁾􀀠-620 : , 6.5'+ I I EXISTING J ' 30' WATER LINE ! EASEMENT 􀁾􀀠i !, 􀁾􀀠I
!I 􀁾􀀮􀀺􀁉􀀠100 -610610 I-􀁖􀀧􀁾􀀠􀁾􀀠􀁾􀀠􀁴􀀭􀁾􀀠􀁾􀁉􀀭I (i)cO 􀁾􀀠t-EXISTING GROUND 2..5' _-----+f--r----l+-___--__-<w <tLIJ + [5 t-7-_ 􀁴􀀻􀀺􀀻􀁾􀀠I 􀁴􀀻􀀺􀀻􀁾"' 15 􀁌􀀭􀁾􀀭􀀭􀀮􀀺􀀺􀀮􀀺􀀮􀀽􀀭􀀽􀀮
_,-,_. 'f' '0 ' 'l' 􀁾􀀠o 􀀭􀁾􀀠wo IWOVERY STIFF BROWN CLAY /􀁾􀀠"l ( --_".!_IT_H 􀀮􀀡􀀭􀁟􀁉􀁍􀁅􀁟􀁾􀁔􀁟􀁏􀁟􀁎􀁅• .E!!..At.i!:!!::!1S_._.--, 0:::::-" r'_._._. _.-4 V g'XS' 􀁒􀁅􀁉􀁎􀁾􀁃􀀧􀁭􀀠,I
'II LOG OF BORINGS LEGEND: SOD -600 FL=598 ± /V -I, l' :..-BOX CULVERT --"...,h---P1 VERY STIFF BROWN CLAY---􀀮􀁬􀁾􀁊􀀺􀁉􀁛􀀮􀁁􀁌􀁈􀁛􀀮􀁒􀁛􀀮􀁄􀁟􀁌􀁌􀁍􀁅...􀁮􀀹􀁾􀁟-----1 I---------􀀭􀁾􀀺􀁾􀀭􀁾􀁟􀀮􀀯
􀀮􀀭--------... 􀁾􀁾􀀠7 Ld WITH LIMESTONE FRAGMENTS ---.!ill!.'ill!.'L1lt:!illQ!:![.----L 􀀭􀀽􀀭􀁾􀀠􀁾􀀮􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀺􀀺􀁾􀀠􀁾􀀠TAN WEATHERED LIMESTONE EXIST. SO" ::".::' ::.'WATER
LINE APPROX FL;596.5 ...:. 􀁾􀀠GRAY LIMESTONE -590590 A • .0 '0 􀁾􀀮􀀺􀀻􀀠0/􀁾􀀵􀀠M Me DWU EASEMENT NEGOTIATIONS 000, EXHIBIT 􀁾􀁾􀀠􀀬􀁾􀀠JANUARY 2003􀁾􀀻􀀠I:I􀁾i i 􀀽􀁪􀁾􀁾􀁾􀁎􀁏􀁬􀁎􀁅􀁓􀁁􀁓􀁾􀁾􀀠􀁦
􀁴􀁬􀁖􀁔􀁾􀀠􀀻􀀻􀁡􀁾􀁾􀁾􀀽􀁟___________________________􀁾􀀠
Timeline -Discussions wi DWU 02/12/99 -Letter from GBW to DWU regarding proposed Arapaho alignment being 10feet inside DWU's easement. 03/15/99' Meeting minutes from a meeting between
HNTB and Town ofAddison staff concerning project. John Baumgartner stated "still working w /DWU on easement" . 03/24/99 -Telephone Record between C. Sylo and]im Pierce. 04/22/99 -Notes
from meeting between C. Sylo, Kelsey Johnston, and Bruce Grantham. 04/22/99 -Letter from HNTB to Town ofAddison discussing alignment options for Arapaho. Mentions having a positive response
from DWU regarding the technically preferted alignment. 9/11/02 -Fax from HNTB to Hamid Balla -showing 60" waterline and Arapaho alignment 9/25/02 -phone call to Baha -said he would
look into it an get back with us. 9/26/02 -fax to Michael Fay -concerns about 60" water line and request to have it potholed 10/15/02 -fax from DWU to HNTB (E.Steitle) -field notes on
potholing that had been done 10/15/02 -phone call with DWU and HNTB (E. Stcitlc) regarding staking potholes 10/16/02 -fax from DWU to HNTB (E.Steitle) -more field notes on potholing
tlr,been done . 10/21/02 -phone call with DWU and HNTB (E. SteitIe) regarding pothole locations a, valve. 10/23/02 -phone call with DWU and HNTB (E. Steitle) concerns about bridge design
an, rescheduling the meeting until 10/30/02 10/30/02 -meeting at Addison Service Center w/town ofAddison OP, SC), HNTB ODH, LM, ]SN, DB), URS (CH) and DWU (E. Steitle, Randy Nelson,
Steve Hardy and Shane Craft) discussed waterline issues. proximity of waterline to retaining wall-soldier piles might be needed for a stretch -would need rnin 3-foot clear ofwaterline
line will need to be replaced eventually -4O-years old now showed roll plot ofalignment and proximity to the 60" water line. illustrations were drawn on dry erase boards showing road
retaining walls 8 to 10 feet clear ofwaterline. 11/15/02 -Phone call from DWU to HNTB regarding DART access to 60" waterline. Dart said it wouldn't be a problem and DART would allow
heavy equipment w lin 25-feet of the rail line. Problem could arise in the future if DART increases the service capacity along that line by adding another railroad track, although there
are no plans for that at the moment 12/12/02 -meeting at HNTB's office w/JH,]SN, CH, E. SteitIe, Erling Holey and Steve Hardy to discuss sidewalk encroaching on DWU's easement HNTB proposed
a removable sidewalk where the side walk is elevated in case they need to get in for repairs. moving the thrust block in so that it was not over the 60" pipe and not straddling it 
Cliff presented two options for the thrust block locations. The first was to move the arch inside of the sidewalk and obtain the 3-foot clearance desired by DWV. The second was to straddle
the 60" pipe with drilled shafts. DWV did not like the second option but were alright with the first one. DWV stated they saw they had 2 options o Not move the pipe at all and leave
it where it is o Replace the 60" w /an 84" prior to the construction of the road/bridge. H1NB to do the design in conjunction w./the bridge. Cost approx 1.5 million could get out of
the emergency fund ifneeded JDH asked 2 questions o Could the line be constructed before the road was built? -DWV response was that if HNTB could design it in the next three months then
the construction time wouldn't be a problem. o Did DWV have the money to have it designed and built. DWV's response was that the money could be taken from an emergency fund if necessary.
I quick estimate was that it would cost approximately 1.5 million and that was doable. 01/09/02 --meeting w /Town (Luke Jalbert), HNTB Gerry Holder), DRS (Cliff Hall), and DWV (Erlin
Holey, Erick Stiede, and Tonia Lichtenberg). DWV presented the only 2 "acceptable" alternatives they would offer. o Move the road south to get out of the 30-foot easement • DWV was told
that this wonld involve buying additional RO-. demolishing existing building and it was an unacceptable altern. o Relocate the 60" to another location. DWV to pay for engineering. Addison
to pay for construction. Two locations discussed: • In front of Charter Fumitute • A completely new and unknown location. HNTB pointed out there would be 20 feet between the north easement
line and the roadway. DWV stated this was not enough room to work on the pipeline. It was pointed out to them that they only had a 15 foot easement on the east side of Midway. 
Engineers, Inc. Grantham. & February 12, 1999 Mr. Jim Milstead, P.E. City ofDallas Water Utilities Department 320 East Jefferson, Room 218 Dallas, Texas 75203 Re: Proposed Arapaho Road
Extension Adjacent to DWU 6O-inch Water Line Dear Mr. Milstead: The Town ofAddison is in the planning stages for the extension ofArapaho Road from Addisr Road west to Marsh Lane. Traffic
congestion on the major thoroughfares in this part ofAt" particularly Belt Line Road, is the driving force behind the proposed extension. For the past year, a team ofconsultants lead
by HNTB Corporation has worked with the Addison's engineering staff to evaluate alignment alternatives in the design corridor. At ft end ofthe project, the alignment is fixed by an extension
ofArapaho Road which is present •. under construction from just west ofthe North Dallas Tollway to Addison Road. At the west l ofthe project, the alignment is fixed by the current intersection
ofRealty Road with Marsh Lan, The design team is preparing to present the Technically Preferred Alignment shown on the attached exhibit to the City Council in the near future. For most
ofthe Technically Preferred Alignment, the roadway roughly parallels the Dallas Area Rapid Transit (DART) owned railroad on the north side. Along with providing a general notification
regarding this proposed project, the purpose ofthis letter is to begin a coordination effort related to the section ofroadway from just east ofMidway Road to just east ofSurveyor Boulevard.
Through this section, the Technically Preferred Alignment is adjacent to a 60-inch DWU R.C. water main on the north side. As-built plans for this water main show it to be 7.5 feet offthe
DART right-of-way in a 30-foot wide easement. The narrowest corridor for the proposed roadway is adjacent to the Charter Furniture and MNBA buildings on the west side ofMidway Road.
There is less than 90 feet between the face ofthese buildings and the DART right-of-way. It is currently proposed to elevate Arapaho Road over Midway Road. This elevated section is likely
to be extended past the two aforementioned buildings. The desired separation from the roadway structure to the face ofthese buildings is 10 feet. It is anticipated that the roadway 1919
S. Shiloh Road. SUilt:' 􀁾􀀺􀁈􀁬􀀮􀀠1..0. 27. Garland. Texas 􀀷􀁾􀀨􀀩􀀴􀀲􀀠 Tel (972) 84(H 916 Fax (972) 84()·2156 
., 'I/Mr. Jim Milstead February 12, 1999 Page 2 structure, including the 46-foot wide pavement section, would be approximately 60 feet wide, although a final structure width is still
under review. This would leave approximately 20 feet from the north side ofthe structure, where the water main is located, to the DART right-of-way. The attached roadway cross sections
are located next to Charter Fumiture (Exhibit A) and just east ofMidway Road (Exhibit B). The Town ofAddison requests your consideration ofthe use ofthe 10 to 15 feet ofthe existing
3D-foot water main easement for the purpose ofconstructing and maintaining the proposed roadway. We would appreciate the opportunity to meet with your staff to discuss this request in
more detail. Please contact me ifyou need any additional information. Sincerely, ,/JAL/2J(! Bruce R. Grantham, P.E. Assistant Project Manager cc: John Baumgartner, Town ofAddison Jim
Pierce, Town of Addison Dan Becker, HNTB BG/gg C:\WPDOCS\l'ROJECTS\ADOIS0N\93-094\milstClliftr 
630 625 620 l-61 􀀵􀁾􀀠􀁾􀀠l061 : 􀁾􀀠-􀁾􀀠􀁾60 􀁾􀀠0 􀁾.. .60 It..... --I I, i I " I -----I . lRANSMI .􀁾􀁮􀀭,,,.. AD w ....r MBNA BANK BUILDING ' . 630 625 62\. 615 610 605 600 -65
-60 -I 60 65 I 
· I: I􀁾i i -1 Meeting Notes The HNTB Companies Date 4. '2.:2.. qq PageL of_ 􀁎􀁯􀁾􀁾􀀠􀁾􀀠Subject __ 1?e( :/. ,u. Action Items: 􀁊􀀬􀁾􀀷"" 
April 22, 1999 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, Jr., P.E., DEE Assistant City Engineer ARAPAHO ROAD ALIGNMENT REPORT
Dear Mr. Pierce: The following issues were discussed, regarding this project, with city staff. HNTB Corporation, GBW, and several property owners on March 15, 1999, at Addison Town Center.
Mr. Ron Whitehead, City Manager, requested that the team of consultants provide a brief report upr completion of an analysis of suggested alternatives discussed during the meeting. Listed'
is a brief summary of the suggestions and concerns discussed during the meeting. Lindberg Drive Aligrunent Alternative One suggestion made by the property owners present at the meeting
was to further study Lindberg Drive alignment on the north side of the Dallas Area Rapid Transit (DART) 􀁯􀁷􀁮􀁾􀀠railroad as the preferred location due to the dense industrial development
present along this, corridor. Lindberg Drive is primarily a two-lane roadway between Addison Road and Midway .. Road that terminates just west of Midway Road. , The project team identified
several issues with the Lindberg Drive alignment. One concern is the number of at-grade skewed crossings required with the DART railroad. Typically, railroad crossings are required to
intersect the tracks at a 90-degree angle whenever possible for safety purposes. Even slightly skewed crossings of a main track are not desirable or typically approved by the Railroad.
.The DART railroad is currently a highly utilized freight train track, between Kelly Boulevard and the Galleria retail shopping area, serving many commercial businesses in Carrollton,
FarmersBranch, Addison, and Dallas. Should the existing Lindberg Drive right-ofway be utilized as the extension of Arapaho Road, two significantly skewed at-grade crossings of the main tracks
are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently, Lindberg Drive is restricted from through trucks due to the height of the the planes
landing and departing from Addison Airport. The expansion of Lindberg Drive to fom lanes could further decrease the available runway length. FAA approval could be required due to the
impact to 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Addison Airport. Also, a steep grade would be required on the Arapaho Road extension in order to match
the at-grade intersection at Addison Road. Prior to preparing plans for the Arapaho Road extension from the Dallas North Tollway (DNT) to Addison Road, the Town of Addison evaluated
the Lindberg Drive alignment and selected a general corridor south of the railroad tracks. Consequently, right-of-way has already been acquired from several property owners south of
the rallroad. Changing the alignment to the north of the rallroad would increase the project costs, Overpass at Midway Road The height and location of the bridge structure in relation
to the existing businesses was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation
to Charter Furniture and MBNA. The current alignment places the edge of the bridge deck a minimum of 10 10 feet from the buildings. Upon reviewing various other horizontal alignments
with city staff after the meeting, the origjr alignment was still determined to be the desired horizontal alignment in relation to the bu;l ' due to the location of the Dallas Water
Utilities (DWU) 6O-inch water main. 􀁎􀁾􀀠 structure closer to the water main raises access concerns should DWU need to access th, main for maintenance or repair. City staff will meet
with DWU to determine recommended location of the structure is acceptable, or other alignments could be consiu that would further infringe on the DWU easement.. Although final approval
has yet to received from DWU for the technically preferred alignment, the response to date has beel. positive. Upon review of the vertical alignment of the proposed bridge near the MBNA
and Charter Furniture buildings, it is anticipated that the height of the overpass structure will be lower than the existing buildings. The existing buildings are estimated to be a minimum
of 5 to 15 feet higher than the bridge roadway surface elevation. Exhibits are attached for your clarification. Another concern expressed by the property owners was the loss of property
rights, should the buildings be destroyed due to hail or other catastrophic means, City stsff and consultants concurred upon conclusion of the meeting that the City is able to allow
the property owners to rebuild to the existing building set backs and not be considered "non-confomting". Additional alignments recommended for further study by the property owners included
constructing the bridge structure over the DWU water line. This alignment increases concern related to DWU access to the 60-inch water main along with the increased cost. It was determined
not to be acceptable by DWU due to inability of maintenance and expansion of a major viaduct type structure. 
Town of Addison -3 -Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 Midway At-Grade Intersection The property owners present at the meeting also requested the city staff
examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it south to a new at-grade intersection at Arapaho Road in lieu of constructing
an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the traffic signal at Lindberg Drive would still be required due to
the volume of traffic and safety concerns. Spanning the DART Alignment One option also discussed at the meeting was the potential to relocate Arapaho Road onto the . existing DART right-of-way,
either with a bridge structure or an at-grade roadway within the existing lOO-foot railroad right-of-way. Mr. Ron Whitehead agreed to discuss this issue with DART officials. Upon further
consideration, it was determined this option was not feasible. This was primarily due to federal guidelines regarding vertical clearance for electrification facilities, and the required
horizontal clearance width to allow DART to maintain the exist' freight traffic in the corridor and to allow for expansion of the service to include passer in the future. ' Overpass
vs. Underpass The pros and cons of the underpass versus overpass were further reviewed to determine if , technically preferred alternative should remain the same. The overpass alternative
provide. improved mobility, minimum disruption of traffic during construction, less restrictive impact· on DWU water line, and provides more convenient location for enclosure of the
major drainage ditch to remain on the south side of the railroad. The negative aspects of an overpass include: less aesthetically pleasing to adjacent property owners; potential noise
concerns; wall construction will be partially on DWU easement, above and 7.5 feet from water line; and restriction of the DWU easement width, The underpass alternative provides improved
mobility, minimizes noise impact, and eliminates most of the visual impacts, The negative aspects of the underpass include: the reduction of Midway Road traffic to two lanes; construction
costs will be increased approximately $1,500,000; a major drainage structure will be required to be constructed on the north side of the railroad to prevent flooding of depressed roadway;
deep excavation for wall construction adjacent to DWU 60" water line is required; major utility relocations in Midway Road which would require temporary closure ofthe railroad; and restriction
of the DWU easement width, The Cottonbelt Railroad, owned by DART, is currently being considered as a future passenger rail line. Should this occur in the future, the intersection of
Midway Road and the railroad is anticipated to be grade separated with an overpass due to the volume of traffic on Midway Road and safety of the motoring public. This further confirms
the recommendation for an 
Town of Addison -4-Arapaho Road Extension Addison, Texas 75001-9010 April 22, 1999 overpass versus underpass. Upon completion of additional review of the underpass and overpass alternatives,
the technically preferred alternative remained the same as previously recommended in the technical report. Summary Upon completion of the analysis of the various issues from the city
staff, property owners and other interested parties; the consulting team continues to recommend the "technically preferred alignment" (TPA) discussed in the technical report. This alignment
is shown in the map pocket of the technical report as Option 5. We hope this technical memo resolves the majority of the questions raised at the meeting with the property owners. If
you desire any future action regatding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORATION Cissy Sylo, P.E. CES/lnb Enclosures

􀀭􀀭􀀺􀁮􀁲􀁾􀀠 􀁾􀀠 􀁴􀁾􀁊􀁉􀁉􀁖􀁾􀀠 April 8, 1999 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, , Jr., P.E., DEE Assistant City
Engineer ARAPAHO ROAD ALIGNMENT REPORT Dear Mr. Pierce: The following issues were discussed regarding this project with city staff, HNTB Corporation, GBW, and several property owners
on March 15, 1999, at Addison Town Center. Mr. Ron Whitehead, City Manager, requested the team of consultants provide a brief report upon completion of analysis of suggested alternatives
discussed during the meeting. Listed below" brief summary ofthe suggestions and concerns discussed during the meeting. Lindberg Drive Alignment Alternative One suggestion recommended
by the property owners present at the meeting was to furthel the Lindberg Drive aligrunent as the preferred location for Arapaho due to the indu. development present along this corridor.
This alternative was studied by the consulting engineen. team aligning Arapaho Road with the existing Lindberg Drive. Lindberg Drive is primarily a two lane roadway between Addison Road
and Midway Road. Lindberg Drive terminates just west of Midway Road, within a dense industrial development. Several issues with this aligrunent were determined. One concern is the number
ofat-grade skewed crossings required with the Cottonbelt Railroad. Typically railroad crossings are required to intersect the tracks at a 90-degree angle whenever possible for safety
purposes. Even slightly skewed crossings of a main track are not desirable or typically approved by the Railroad. The Cotton belt Raiload is a highly utilized freight train track serving
many commercial businesses in Carrollton, Farmers Branch, Addison and Dallas, between Kelly and the Galleria area. Should the existing Lindberg Drive right-of-way be utilized as the
extension of Arapaho Road, two significantly skewed crossings of the main tracks are required. The flight pattern of the runway at Addison Airport would also be impacted. Currently,
Lindberg Drive is restricted from through trucks due to the height of the planes landing and departing from Addison Airport. The expansion of Lindberg Drive to four lanes could further
decrease the available runway length. FAA approval could be required due to the impact to Addison Airport. Also a steep grade would be required on the Arapaho Road extension, in order
to match the at· grade intersection at Addison Road. Cost is also another significant factor, should Lindberg Drive be selectad for the aligrunent of Arapaho Road, due to the addition
of two major structures to overpass the railroad. 
Town of Addison -2-Arapaho Road Extension Addison, Texas 75001-9010 AprilS, 1999 Overpass at Midway Road The height and location of the bridge structure in relation to the existing businesses
was also discussed during the meeting. Several concerns expressed by the property owners included the horizontal location of the bridge structure in relation to Charter Furniture and
MBNA. The current alignment is 10 feet minimum from the buildings. Upon reviewing various other horizontal alignments with city staff after the meeting, the original alignment was still
determined to be the desired horizontal alignment in relation to the buildings due to the location of the Dallas Water Utilities (DWU) water main. City staff will meet with DWU to determine
ifthe recommended location of the structure is acceptable, or other alignments could be considered that would further infringe on the DWU easement. Another concern expressed by the property
owners was the loss of property rights, should the buildings be destroyed due to hail or other catastrophic means. City staff and consultants concurred upon conclusion of the meeting
that the City is able to allow the property owners to rebuild to existing building set backs and not be considered "non-conforming" due to f" construction of this project. Additional
alignments recommended for further study by the property 􀁯􀁷􀁮􀁥􀁲􀁾􀀠constructing the bridge structure over the DWU water line. Upon further review by Hl\ was determined not to be
acceptable by DWU due to inability ofmaintenance and expansiol. DWU water line and high cost of a major viaduct type structure. Midway At-Grade Intersection The property owners present
at the meeting also requested the staff examine the potential of removing the traffic signal at Lindberg Drive and Midway Road and relocating it to the south at a new at-grade intersection
at Arapaho Road in lieu of constructing an overpass. HNTB has reviewed this recommendation and determined that should Arapaho Road be constructed at-grade, the traffic signal at Lindberg
Drive would still be required, due to the volume of traffic and safety concerns. Spanning the DART Alignment One option also discussed at the meeting was the potential to relocate Arapaho
Road onto the existing Dallas Area Rapid Transit (DART) right-of-way, either with a bridge structure or at-grade roadway within the existing 100-foot railroad right-of-way. Mr. Ron Whitehead
agreed to discuss this issue with DART officials. Upon further consideration, it was determined this option was not feasible. This was primarily due to federal guidelines regarding vertical
clearance for electrification facilities, the required horizontal clearance width to allow DART to maintain the existing freight traffic in the corridor and allow for expansion of the
service to include passenger rail in the future. 
Town ofAddison -3-Arapaho Road Extension Addison, Texas 75001-9010 April 8, 1999 We hope this technical memo resolves the majority of the questions raised at the meeting with the property
owners. If you desire any future action regarding this specific issue or have any questions, please feel free to contact us. Very truly yours, HNTB CORPORA nON Cissy Sylo, P .E. CESllnb

,. Proposed Arapaho & Midway Intersection Overpass vs. Underpass (Without Ramps) Overpass Alternative a Improved mobility a Minimum disruption oftraffic during construction a Less restrictive
impact on DWU water line a Provides more convenient location for enclosure of the major drainage ditch a Less aesthetically pleasing to adjacent property owners o Potential noise concerns
o Wall construction will be on DWU right-of-way, above and 7.5 feet from water line o Restricts DWU Easement Width Underpass Alternative o Improved mobility o Minimizes noise impact
a Eliminates most ofthe visual impacts a Construction requires reduction of Midway traffic to one lane in each direction for at least one year a Construction costs will be increased
approximately $1.5M IJ Major drainage structure required to prevent flooding ofdepressed roadway a Deep excavation for wall construction adjacent to DWU 60" water line IJ Restricts DWU
easement width 
25768 Job No RECORD OF 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀀠Date:TELEPHONE CALL The HNTB COlflpanics March 24, 1999 HNTBOF _____•CALL TO ---_.---_. -------CALL FROM 􀀱􀀮􀁩􀁉􀁅􀀮􀁧􀁩􀀮􀁥􀀮􀁲􀁣􀁴􀀺􀀺􀀬􀁟􀁁􀀬􀀮􀁾􀁩􀁳􀁴􀁡�
�􀁊􀁟􀀹􀁴􀁹􀁟􀁅􀁾􀁾􀁾􀀠_____ OF Town ofAddison BY _ -------.-----_. -------SUBJECT DISCUSSED Jim Pierce left me a voice mail today regarding the following issues. 1. The MBNA Building
from the top ofthe slab to the top ofthe parapet wall is 23 ft. 8 inches. The top ofthe slab datum is 609.5. 2. The top ofwall ofthe Charter Furniture building is unknown by the Town.
3. The alignment as modified by HNTB for the property owner #5 is acceptable to the Town. 4. Need metes and bounds ofthe railroad wye spur based on the new alignment with property #5.
5. The Town will use the original alignment in the vicinity ofthe Charter Furniture Building depicting 10 feet off the building in negotiations with Dal1as Water Utilities. ACTION TO
BE TAKEN HNTB will prepare an exhibit to depict the actual height ofthe building in relationship to the bridge. HNTB should have the top ofthe building established by the surve'performing
the topographicl)l HNTB should proCf ofdesign. HNTB wiJI proceed with _ the metes and hounds desCl. exhibit for the railroad wye. None needed. COPY TO: Mony Marshall & Dan Becker & Bruce
Grantham NOTE: This record to be retained in the master file. 
Fax Tnt HNTB CuhtpoJtitJ Transmi Ital Date '.3111\02. 3:Q; Firm en"" r:;;:F Dm!'-,S Total Pages S (Including this cover) 􀁄􀁾􀀧􀁓􀀠􀁾􀁾I)..lH..(1115S Fox # Job Number 􀀲􀁅􀀱􀁴􀀬􀀬􀁾Zl<t
-9.4& 45'39 o High Resolution From 􀁪􀁾􀀺􀀺􀀺􀁹􀁾􀀠.. o Urgent . \)Il<-ru ')1'Z.-l.P22-.3llA f . . Ur$ Please notify sender at 972-661-5626 if pages are missing or if there is any transmission
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fax of the areas we are concerned about and would like potholed per our phone conversation today. I've identified the areas we will need the waterline tied down andr Please let me know
if you have any questions or 􀁮􀁥􀁥􀁾􀀠any additional information regar, matter. I will be out of the office Sept 27-0ctober4, if you· need anything, please contact Jerry Holt. regarding
is project. His number is 972-661-5626. 5910 West Plano Parkway, Suite 200· Plano, Texas 75093 Voice (972) 661-5626 • Fax (972) 661-5614 
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3:13 PM TO: NAME: Jenny Nicewander 􀁃􀁏􀁍􀁐􀁁􀁎􀁙􀀺􀁾􀁈􀁾􀁎􀁾􀁔􀀽􀁓􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭FAX NO.: (!t'n)M.15!,,\.4 TELEPHONE
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NOYI?Sf'RbM POT-HOLING eN ARAP'"IIHOEXTENSION SOUTH OF 􀁄􀁁􀁒􀁬􀀧􀀺􀁒􀁒􀀭􀂷􀁾􀀨􀁩􀁊􀁏􀁏􀀧􀁗􀁅􀁾􀁔􀀮􀁱􀁆􀁍􀁩􀁄􀀮􀁗􀁁􀁙􀀠TO 1500' EAST QF Iilfi.fJW-A'f IF YOU HA􀁶􀀮􀁾􀀠􀁁􀁎􀂥􀁑􀁾􀁥􀀺􀀤􀁔􀁉􀁏􀁎􀀵􀀠􀁐􀁌
􀁅􀁁􀁓􀁅􀁾􀁁􀁌􀁌􀀠ME 214-948-4643 THANKS • 
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COVER SHEET): . '2.. TIME: +13 PM TO: NAME: Jenny NicewllrIder 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭COMPANY: HNTB 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭
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TELEPHONE NO.: (214) 948-4643 FAX NO.: (214) 􀀹􀀴􀀸􀀭􀀴􀀵􀁾􀀠. COMMENTS: FIELD NOTES FROM POT·HOLING ON ARAPAHO EXTENSION SOUTH OF DART RR -lOCO' WEST OF MIDWAY TO 1500'EAST OF MIDWAY
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Timeline -Discussions w /DWU 02/12/99 -Letter from GBW to DWU regarding proposed Arapaho alignment being 10feet inside DWU's easement. 03/15/99 -Meeting minutes from a meeting between
HNTB and Town ofAddison staff concerning project. John Baumgartner stated "still working w/DWU on easement". 03/24/99 -Telephone Record between C. Sylo andJim Pierce. 04/22/99 -Notes
from meeting between C. Sylo, Kelsey Johnston, and Bruce Grantham. 04/22/99 -Letter from HNTB to Town of Addison discussing alignment options for Arapaho. Mentions having a positive
response from DWU regarding the technically preferred alignmen t. 9/11/02 -Fax from HNTB to Hamid Baba -showing 60" waterline and Arapaho alignment 9/25/02 -phone call to Baha -said
he would look into it an get back with us. 9/26/02 -fitx to Michael Fay -concerns about 60" water line and request to have it potholed 10/15/02 -fax fromDWU to HNTB (E.Steitle) field
notes on potholing that had been done 10/15/02 -phone call with DWU and HNTB (E. Steidel regarding staking potholes 10/16/02 -fax from DWU to HNTB (E.Steide) more field notes on potholing
1'4,' been done . 10/21/02 -phone call with DWU and HNTB (E. Steitle) regarding pothole locations '" valve. 10/23/02 -phone call with DWU and HNTB (E. Steidel concerns about bridge design
an, rescheduling the meeting until 1 0/30/02 10/30/02 -meeting at Addison Service Center w/town ofAddison OP, SC), HNTB ODH, LM,jSN, DB), VRS (CH) and DWU (E. Steide, Randy Nelson, Steve
Hardy and Shane Craft) -discussed waterline issues. proaimity ofwaterline to retaining wall soldier piles might be needed for a stretch -would need min 3-foot clear of waterline line
will need to be replaced eventually 4O-years old now showed roll plot ofalignment and proaimity to the 60" water line. Illustrations were drawn on dry erase boards showing road retaining
walls 8 to 10 feet dear ofwaterline. 11/15/02 -Phone call from DWU to HNTB regarding DART access to 60" waterline. Dart said it wouldn't be a problem and DART would allow heavy equipment
wlin 25-feet of the rail line. Problem could arise in the future ifDART increases the service capacity along that line by adding another railroad track, although there are no plans for
that at the moment. 12/12/02 -meeting at HNTB's office w/JH,JSN, CH, E. Steitle, Erling Holey and Steve Hardy to discuss sidewalk encroaching on DWU's easement HNTB proposed a removable
sidewalk where the side walk is elevated in case they need to get in for repaits. moving the thrust block in so that it was not over the 60" pipe and not straddling it 
Oiff presented two options for the thrust block locations. The fitst was to move the arch inside of the sidewalk and obtain the 3-foot clearance desired by DWU. The second was to straddle
the 60" pipe with drilled shafts. DWU did not like the second option but were altight with the fitst one. DWU stated they saw they had 2 options o Not move the pipe at all and leave
it where it is o Replace the 60" w /an 84" prior to the construction of the road/bridge. HTNB to do the design in conjunction w./the bridge. Cost approx 1.5 million could get out of
the emergency fund if needed. ]DH asked 2 questions o Could the line be constructed before the road was built? -DWU response was that if HNTB could design it in the next three months
then the construction time wouldn't be a problem. o Did DWU have the money to have it designed and built. DWU's response was that the money could be taken from an emergency fund if necessary.
I quick estimate was that it would cost approximately 1.5 million and that was doable. 01/09/02 02 -meetingw/Town (Luke Jalbert), HNTB (Jerry Holder), URS (Cliff Hall), and DWU (Erlin
Holey, Erick Stietle, and Tonia Lichtenberg). DWU presented the only 2 "acceptable" alternatives they would offer. o Move the road south to get out of the 30-foot easement • DWU was
told that this would involve buying additional RO;" demolishing existing building and it was an unacceptable alterl,. o Relocate the 60" to another location. DWU to pay for engineering
.. Addison to pay for construction. Two locations discussed: • In front of Charter Furniture • A completely new and unknown location. HNTB pointed out there would be 20 feet between
the north easement line and the roadway. DWU stated this was not enough room to work on the pipeline. It was pointed out to them that they only had a 15 foot easement on the east side
of Midway. 
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