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HNTB Ccuporatlon 5910 W Plano Parkway Telephone (972) 661-5626 THE HNTB COMPANIES Suite 200 Facsimile (972) 􀀶􀀶􀀱􀁾􀀵􀀶􀀱􀀴􀀠 Enginec."s Ar(:hitects Planners Plano, TX 75093 www.hntb.com
March 23, 2005 HNTB Mr. Steve Chutchian, P.E. Asst. City Engineer Town ofAddison, Texas 16801 Westgrove Dr. P.O. Box 9010 Addison, Texas 75001-9010 RE: Arapaho Road Phase III Surveyor
Boulevard to Addison Road Supplemental Agreement 13 Dear Mr. Chutchian: Please fmd attached for your review, approval and signature, two (2) original documents for Supplemental Agreement
13 to our original Agreement for Engineering Services, for the Arapaho Road Phase III Project between the Town of Addison, Texas and HNTB Corporation. Please review, sign and return
one copy with original signatures to my attention at HNTB Corporation; 5910 West Plano Parkway, Suite 200; Plano, TX 75093. If you have any questions, please feel free to call me at
(972) 628-315 O. Thank you, HNTB CORPORATION Scott Forbes, P .E. Municipal Department Manager Enclosures 25768Phase 3 
Bridge Beam Transport 3/18/05 • U-Beams are approx. 117 ft. long • Total length ofbeams and truck is about ISO ft. • U-Beams are 4 'h ft. • Three beams a day will be transported from
Victoria, Texas, through Hillsboro and onto LBJ Freeway. • A total of 12 beams will be transported over a period of4 days • Start date is tentatively Monday, March 21". • Time ofday
for transport ofbeams is ?????? • Transportation route, as ofnoon, on Friday is ?????? • Beams will be delivered to west ofproject, at Surveyor Blvd. 
-:-MasTec March 14,2005 Ms. Jenny Nicewander, P.E. Project Manager Town ofAddison, Texas 16801 Westgrove Rd. Addison, Texas 75001-9010 Re: Marsh Ln. Emergency 16" Water Line Connection
Dear Ms. Nicewander: As a result of circumstances beyond our control, we experienced a considerable amount of unanticipated cost on the referenced project. I will attempt to enumerate
them in this request for additional compensation. I. 16" F -MJ Gate Valve was rejected by the City of Dallas. They required a double disk tapping valve rather than a resilient seat valve
like the one we furnished. The City of Dallas standard detail for this type installation indicates a horizontal double disktapping valve with a manhole over the operating nut and gears.
A representative that Jim Pierce talked with told him that they would waive that requirement for this project. I spoke with Jim about which valve we were going to furnish after checking
with Hanson Concrete Pipe to be sure it would work for them. The reason for selecting the valve we did was because it was less expensive and was also readily available. The 16" vertical
tapping valve was 6 to 8 weeks out. The valves we borrowed from the City of Dallas will cost $3,156.00 more for each valve to replace. We request an additional $6,312.00 for these items.
2. We experienced 3 days of delay waiting for permits and the City ofDallas approval of the plans. Our labor cost on the project follows. Chad Mon..1c 24 hours @24.00 = 576.00 Raul Buena
-24 hours @14.50 = 348.00 Juan Tijerina-24 hours @11.00 = 264.00 Enrique Palomares 24 hours @12.00 288.00 Jesse Martinez 24 hours@8.85 = 212.40 Jorge Hinohosa -24 hours @12.50 = 300.00
Caferino Gonzalez 24 hours @10.00 = 240.00 Tax and Insurance on 2,248.40 = 479.00 Continued on page 2 Total delay cost waiting on City of Dallas is 2,707.40 .. MusToe North America,
Inc, 4747 Irving Blvd, Suite 221 Dallas. Texas 75247 '. 214,571.2500 fax 214,571,2555 \'IWW,mastec.com 
3. We experienced 5 hours delay waiting on Hanson to rebuild and machine the flange on their tapping machine Chad Monk -5 hours @24.00 = 120.00 Raul Buena 5 hours @14.50 = 72.50 Juan
Tijerina -5 hours @11.00 = 55.00 Enrique Palomares -5 hours @12.00 = 60,00 Jesse Martinez -5 hours @8.85 = 44.25 Jorge Hinohosa -5 hours @12,50 = 62.50 Caferino Gonzalez -5 hours @10,00
= 50.00 Tax & Insurance on 464.25 = 100.00 Total delay cost waiting on Hanson 564.25 4. As a result of the aforementioned delays we were forced into an extreme overtime situation in
order to meet Hanson's scheduled tapping dates. Raul Buena -36 hours @21 ,75 = 783.00 Juan Tijerina -28 hours @16.50 = 462.00 Enrique Palomares -20 hours @18.00 360.00 Jesse Martinez
5 hours @13.275 = 66.38 Jorge Hinojosa -42 hours @18.75 = 787,50 Caferino Gonzalez -36 hours @15,00 = 540.00 Tax & Insurance on 2,998.88 = 644.75 Total overtime wages = 3,643.63 5. Incorrect
locate marks for the City of Dallas water mains resulted in the removal and replacement of 29 additional square yards of concrete paving at the purchase order price of 200.00 per square
yard, Total add for additional concrete paving 5,800.00 Total ad' nal compensation requested is $19,027.28 
·:-MasTec March 14, 2005 Ms. Jenny Nicewander, P.E. Project Manager Town of Addison, Texas 16801 Westgrove Rd. Addison, Texas 75001-9010 Re: Marsh Ln. Emergency 16" Water Line Connection
Dear Ms. Nice'l.ander: As a result of circumstances beyond our control, we experienced a considerable amount of unanticipated cost on the referenced project. I will attempt to enumerate
them in this request for additional compensation. 1. 16" F-MJ Gate Valve was rejected by the City of Dallas. They required a double disk tapping valve rather than a resilient seat valve
like the one we furnished. The City of Dallas standard detail for this type installation indicates a horizontal double disk tapping valve with a manhole over the operating nut and gears.
A representative that Jim Pierce talked with told him that they would waive that requirement for this project. I spoke with Jim about which valve we were going to furnish after checking
with Hanson Concrete Pipe to be sure it would work for them. The reason for selecting the valve we did was because it was less expensive and was also readil y available. The 16" vertical
tapping valve was 6 to 8 weeks out. The valves we borrowed from the City of Dallas will cost $3,156.00 more for each valve to replace. We request an additional $6,312.00 for these items.
2. We experienced 3 days of delay waiting for permits and the City of Dallas approval of the plans. Our labor cost on the project follows. Chad Monk -24 hours @24.00 = 576.00 Raul Buena
-24 hours @14.50 = 348.00 Juan Tijerina-24 hours @11.00 = 264.00 Enrique Palomares 24 hours @12.00 = 288.00 Jesse Martinez -24 hours @8.85 = 212.40 Jorge Hinohosa -24 hours @12.50 =
300.00 Caferino Gonzalez -24 hours @10.00 = 240.00 Tax and Insurance on 2,248.40 = 479.00 Continued on page 2 Total delay cost waiting on City of Dallas is 2,707.40 • MasTec North America.
Inc. 4747 Irving Blvd. Suite 221 Dallas, Texas 75247 ••• 214.571.2500 fax 214.571.2555 YfflW.maslec.com 
3. We experienced 5 hours delay waiting on Hanson to rebuild and machine the flange on their tapping machine Chad Monk -2 hours @24.00 􀁾􀀠48.00 Raul Buena-2 hours@14.50 􀁾􀀠29.00 Juan
Tijerina -2 hours @11.00 􀁾􀀠22.00 Enrique Palomares -2 hours @12.00 = 24.00 Jesse Martinez 2 hours@8.85 􀁾􀀠17.70 Jorge Hinohosa -2 hours @12.50 25.00 Caferino Gonzalez-2 hours@10.00
= 20.00 Tax & Insurance on 185.70 =40.00 Total delay cost waiting on Hanson 225.70 4. As a result ofthe aforementioned delays we were forced into an extreme overtime situation in order
to meet Hanson's scheduled tapping dates. Raul Buena -36 hours @21.75 = 783.00 Juan Tijerina -28 hours @16.50 = 462.00 Enrique Palomares -20 hours@18.00 = 360.00 Jesse Martinez -5 hours
@13.275 = 66.3 8 Jorge Hinojosa-42 hours@18.75 􀁾􀀠787.50 Caferino Gonzalez -36 hours @15.00 = 540.00 Tax & Insurance on 2,998.88 = 644.75 Total overtime wages 3,643.63 5. Incorrect
locate marks for the City of Dallas water mains resulted in the removal and replacement of 29 additional square yards of concrete paving at the purchase order price of 200.00 per square
yard. Total add for additional concrete paving 5,800.00 al compensation requested is $18,688.73 ! '.' 
ARAPAHO ROAD PHASE III FUNDING UPDATE March 10, 2005 Available Balances as of December 31, 2004 Fund 41 -Street Capital Project Fund $ 1,247,642 Fund 48 -2000 Capital Project Fund Fund
44 -2002 Capital Project Fund 803,744 Fund 47 -2004 Capital Project Fund 11,990,624 Tctal Project Balances $ 14,042,210 Project Requirements as of DElCEtrnber 31,2004 Archer Western
Contractors Ltd. HNTB Design Contract HNTB Construction Inspection Contract HNTB Landscape Architecture Contract Additional Work to be Performed: Archer Western Change Order #1 Archer
Western Change Order #2 Archer Western Change Order #3 Future Change Orders TXU Utility Relocation SBC Utility Relocation Farmers Branch Waler Line Relocation Archer Western Incentive
Payment HNTB Additional Construction Inspection Legal Fees Associated wI Acquired Properties' DGNO Railroad Crossing $ 12,028,332 =r56,361 310,310 4,365 12,399,388 $ $ B,500 17,550 134,700
250,000 282,000 39,000 86,720 200,000 269,000 30,000 1,300,000 2,610,970 Total Project Requirements $ 15,010,358 Estimated Project Funding-Deficit Potential Resources: Forego South Quorum/Inwood
Road Project Beltline Resurfacing Project Savings Future interest earnings Adjusted Project Ending Balance $ (968,146) $ 516,260 200,000 50,000 768,260 $ (199,888) • Potential exposure
for entire Niles property lawsuit is $600,000. [inClUded inoiiglnal contract approved by Council. These items were not explicitly budgeted In the Arapaho Road project. However, a $1.3
MM contingency was Included to offset any potential overruns. 
Mar 04 2005 3,56PM DWU PLANNING 2146701240 p. 1 f fv\a1'Ch 4, 2005 Mr. Steve'Chutchlan, P.E. AS$ s/stant Ci.ty" Engineer , T¢wn of Addison P;O.Box9010 􀁁􀁾􀁤􀁬􀁳􀁯􀁮􀀬􀀠Texas 75001-9010
Dear Mr.Chutchlan: ! 􀁾􀀠 . n We have receiyec! your letter dated 􀁍􀁡􀁲􀁣􀁾 2, 2005 and are prepared to allow the shutdown of the 60· transmission line begJhnlng Marth 71h• I ' • Wp
appreclate your Cooperation and willingness to work .with us to help enSure ol(r system's integrity. as well as the 01hef.:customer cities. t • I" t : . Sljlcerely, ;l i ! . f;. ! I
􀁾􀁽􀀠 .. r. 􀁃􀁾􀁡􀁲􀁬􀁥􀁳􀀠e. Stringer, P.E. 􀁁􀁾􀁳􀁬􀁳􀁴􀁡􀁮􀁴􀀠Director -Water Operations 􀁾􀀠 .. 􀀩􀀡􀀯􀁾􀂣􀁖􀀺􀀽􀀺􀀭􀀮􀁾􀀠 O.r 􀁖􀁩􀀤􀁪􀁯􀁾􀀺􀀠To be an efficient p""'id.r of superior
water oncl1"""swoler servi"" and a lead.r in the waler indu.lry. Weter Ulililtie. Oopar1men'. Gly Half4AN 001100, ""'" 75201 T.Iup!.ono: (214)670-3146 􀁾􀀠;.' .. :" '. " .. '. • ,n'

.....cw,.. " 1S1SO Surveyor_ Telephone (972) 361' 0064 The HN'rS COrnpenreG Addi$Of1. TX 75001 F._Ie (972) 361· 0Il0S El9nHf'A Ardllteets Plenners www..hnltMom Mr. Ben Withered Project
Manager HNTB Archer Western ContIadors. Ltd. 2121 􀁁􀁶􀁥􀁮􀁾"f SUite 103 Arlington. 'IX 76006 Re: Installation ofTXU Electrical March 3,2005 Dear Ben: On March 3, 2005, the Suboontractor
to TXU wII1 be mobilizing to Install 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 ofAddison
is requesting Archer Western to hold offon the Installation ofthe line 'A' Storm Sewerbox culvert between the stations 25+25 to 25+50. 'U...6.J._HNTB ColpOration Cc: File Steve Chutchlan.
Town ofAddison Jerry D. Holder, HNTB ColpOration Michael EbelIng. HNTB Corporation 
...c..... " 1S15O SWYoyor 81vd. 􀁔􀀮􀁾􀀨􀀹􀀱􀁬􀁉􀀳􀀶􀁉􀀭 0064 1'hoIlNTB CorIipanIos _11175001 _I'J7ZJ361-0065 EnQI.-. Ard1ltects -. ........nIb..... Mr. Ben Withered HNTB Project MIIIllIF
An:bet Western Coatr.lCtors. Ltd. 2121 A'WD.1Ie ,.. Suite 103 ArIiDgtoII, TX 76006 Re: I.owering of6ft' DWlJmain M'ardl2.2005 Pursuantto the Town ofAddison's request to shutdown the
6ft' Water Main. commencing on M'ardl7. 2005. and DWlJ agreement to same. let this leller setve as notice that An:bet Western Coatnctors. Ltd. may begin work at that time. Please advise
me of yow actual start date. yout final schedule sequence ofwork and an Emergency Contacts prior to starting workfor distribution. Q;: Steve Cbutddan, Town ofAddison JerryD. Holder.
HNTB Corporation MidJael Ebeling. HNTB Corporation CassiaSand!ez. DaDas Water Utilities File 
Weekly Meeting Agenda Date: Tuesday March 1,2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues 1. Message boards have been set out to advertise the new
northbound traffic alignment on Midway Road starting 2-23-05. Message hoards to he removed 3-1-05 2. The detour for Surveyor Blvd. will take place today. 2-22-05. Archer Western has
not received documentation that the detour has been approved by the Town. Jenny approved 2-22-05 3. Archer Western suggests that the traffic lights at Arapaho and Surveyor Blvd. be set
on red flash for the duration of the crossing detour to help control the speed of the traffic. E-mailed request to Jenny on 2-22-05, HIe have not received an answer. II. Submittals 1.
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 DRS. AJW requested a product to use. 1 1-30. We have received a weld detail for tne 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.1-11-05 Pricing is pending. 1-18-05. Pending 1-25. Pending 2-1. Price is pending Andrew and Ben 2-15. 
2. Open Submittals: Hangers Guy said he will follow up on the open items. 2-1. Daniel Filer is reviewing, Received approved as noted Silop Drawings 2-25-05 III. Old Business I. 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. 12-28. 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? Cllris Langford forwarded information to Daniel 2-23-05 IV. Change Orders 1. OPEN C.O,'s A. C.M,P Guy said he should have it today, 2-1. Guy said
price is not acceptable; a letter is forthcoming to do the work by force account per the COG, Ben and and Guy resolved pricing disparity. B. Extra work at Gas line on Line A Andrew to
get info to Guy. 2-1. 2. Ben is reviewing pricing on: A. Irrigation at Comfort Suites B. Paint pricing C. Tee and valve on 16" water line. V. New Business The Town is to start the work
on the DWU line on Feb. 24 & 25. Still have not received a official start date from Town ofAddison. Arc/zer Western requires 2 week notice to sclzedule our crews and coordinate witlz
DWU inspection. 
V. Misc. I. A RFI has been sent to HNTB about gas, water,sewer and telephone. conflicts, with lines A & B, at Surveyor Blvd. HNTB is reviewing.l-ll-OS. A. It has been stated that the
gas line is abandoned. NW request in writing from ATMOS that the gas line at Surveyor is abandoned. Guy witnessed A TMOS drilling into the dead line. B. The water line is to be lowered.
The valves have been installed. The line will be lowered as we come through with the boxes. C. Cut and cap the abandoned forced main sewer line. NW will do this as we come through with
the boxes. D. The SBC lines have been put in conduit and NW is to go under it with lines A & B. Shots have been taken on this. Chris will verify. The SBC line will need to be raised
as we lay box under it. Guy said he would contact SBC. Arcller Western discovers tllat line B conflicts witll existing 36" casing. Guy gave AIJV detail to notc/Z box and encase casing
pipe. AIWwill submitfield charges. 2. A/W received a letter from HNTB that the 60" DIN1J water lowering will not take place until AJW is notified to proceed. HNTB said it appears that
it will be in March that the line can be lowered. NW was verbally told that changes are forthcoming but we have not received plans yet. Still have not received a official start date
from Town ofAddison. Areller Western requires 2 week notice to schedule our crews and coordinate with DWU inspection. 3. The electrical illumination conduit at Midway apparently was
damaged by Olden when they drilled soil nails for the shoring. Repairs will need to be made when A/W is in phase II . The conduit was repaired on 2-21-05. Closed 4. The existing SS service
at the Rink is 18" lower than plan elevation. The fix appears to be to move the Manhole from the median to the east and tie the existing sewer into the manhole. Is HNTB in agreement
with this? HNTB needs to review with Katara Curry. Received RFI response, approving oftile relocation oftile manhole. During installation of 10"SS, tile proposed alignment is in conflict
with SBC manhole. AIJVinstalled additional manhole per Guy to go around SBC manhole. VI. Schedule I Review Weekly Schedule 
3/1/2005 ARAPAHO ROAD "". Current Week Next Week Following Week UU M T W T F SIS M T W T F SIS M T W T F SIS .'.\ P Activity Description Prod 28 1 2 3 4 5 7 8 9 12 14 16 17 19 SUBS/NOTES
Dirt and Utilities :xcavatelEmbank Brickyard 10 11 15 18 V X X X X X V ./.ine A &B 􀀨􀁓􀁵􀁲􀁶􀁥􀁾􀁯􀁲􀀩􀀠 X X X X X /' X V ./.ine A ( Midway) X X V X X X V ./0" Sanitary Sewer X X X
X /V /' .ine A Laterals /X X X X X V X X X X X ./2" Water Lowering @Surveyor X X 1/1//;0" Water Line Lowering ./!/./Waiting on direction . est S.S. Lines A &B ./V X X X X X ./􀁾􀀮􀁍􀀮􀁐􀀠
X X X X X V X X V V BridgeWork )rilled Shafts Abt 15 V V V starting 3/21 􀁾􀁡􀁰􀁳􀀠 X X X X 12 V X X X X 13 V X X X X 14 V ,trip Bent # 10 Cap X X X V V V lent# 9 Cap X P V X X X V V
\butmant # 1 Starting 3/21 ,at Shore Towers in Midwav V V V V X X V V ,et Beams Span # 9 V X X V ,et Steel Arch ./V X X ,er Beams Span 6,7,8 V V V V V X X V 􀁾􀁥􀁴􀁡􀁩􀁮􀁩􀁮􀁧􀀠Walls
:IP Retaininq Wall # 1 X X X X X V X X X X X /X X X V :IP Retaining Wall # 2 V X X X X X /X X X X X X /' ASE walls 1,2,5 X V X X X X X /X X X X X /' V /V 􀁾􀀮􀀭􀀭􀀭􀀭 Jf' Page 1 of 2

31112005 .d..R..d..P..d..l.-.l-n .R,.n...d -n-􀀢􀁜􀀮􀀬􀁾􀀠 Miscellaneous Clean 60" RCP @Brick Yard Inlets Activity Description Prod M T 28 1 Current Week W T F SIS 2 3 4 5 lV V V M 7
X X Next Week T W T F 8 9 10 11 X V L L SIS 12 X X M 14 X X X X Following Week T W T F 15 16 17 18 X V L /SIS 19 ........................ _Midway Crossing Backfill Place Asphalt at Midway
Switch Midwav to Outside Lanes Surveyor Crossing Detour Traffic Place Asphalt at Surveyor Paving at Surveyor -South Bound X X X X X V V ./V ./II ././X X V L ./L ./L ./V X X //" L ./L
./V ././J(" Page 2 of2 
Kathleen Hartnett White, Chairman R B. "Ralph" Marquez, Commissioner Larry R. Soward, Commissioner PWS ID #0570031 CO Glenn Shankle, Executive Director TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY Protecting Texas by Reducing and Preventing Pollution February 28, 2005 Mr. Will Gutowsky, P.E. Addison Public Works Department P.O. Box 9010 Addison, Texas 75001-9010 Re: City
of Addison -Public Water System LD. #0570031 As-bulit Emergency Interconnection between Addison and l'armers Branch Engineer Contact Telephone:972/450-2871 Plan Review Log Number 200501-082
Dallas County, Texas Dear Mr. Gutowsky: The planning material received on January 19, 2005, with your letter dated January 17,2005 for the constructed interconnection between the Town
ofAddison and Farmers Branch has been reviewed. The project generally meets the minimum requirements of the TCEQ's Chapter §290 -Rules and Regulations for Public Water SYStems (Rules)
and is conditionally approved for construction since the planning materials were prepared by a Texas Licensed Professional Engineer to be in substantial compliance with the requirements
of30 TAC Chapter 290. It is the project engineer's responsibility to see that all state requirements have been met in the design and installation ofthis project including the items in
the attached cheeklist. Please note that the requirements found in our rule, §290.44(g) regarding interconnections must also be met. The submittal consisted of one as-built engineering
drawing and technical specifications. The approved project consists of: • An emergency interconnection between the Town ofAddison and Farmers Branch comprised ofan 8-inch PVC waterline
ofan unknown specification and length; and • Various fittings, valves and related appurtenances. This approval is for the construction of the above listed items only. The City of Addison
public water supply system provides water treatment for the system. Please refer to the Utility Technical Review Team's Log No. 200501-082 in all correspondence for this project. This
will help complete our review and prevent it from being considered a new project. P.O. BON 13081 • Austin, Texas 18111-3081 • 5121239-1000 • Inlernetaddress:www.tceq.state.tx.us prinLed
on rec),dcil p;lpcr using 􀀵􀁯􀀩􀀮􀀧􀀭􀁢􀁊􀁾􀁥􀁤􀀠ink 
Mr. Steven Z. Chutchian, P.E. Page 12 February 28, 2005 Please complete a copy of the most current Public Water System Plan Review Submittal form for future submittal to TCEQ for review
of improvements to a Public Water System. Every blank on the form must be completed to minimize any delays in review of your project. The document is available on our WEB site at the
address shown below. http://www.tnrcc.state.tx.us/permitting/waterpermJudlsf.pdf For future reference, you can review part ofthe Utility Technical Review Team's database to see if we
have received your project. This is available on the TCEQ's homepage on the Internet at the following address: http://www.tnrcc.state.tx.us/permittinglwaterpermludlplanrev.html You can
download most ofthe well construction checklists and the latest revision of Chapter 290 "Rules and Regulations for Public Water Systems" from this site. If you have any questions please
contact me at (512)239-6958 or the Internet address: "JSALGADO@tceq.state.tx.us." or ifby correspondence, include MC 153 in the letterhead address below. Sincerely, 􀁴􀁾􀁾􀀠 Utility
Technical Review Team Water Supply Division MC-153 enclosure JAS/ac cc: TCEQ Central Records PWS File #0570031 TCEQ Region No.4 Office -Arlington (w/approved materials) 
l(athleen Hartnett White, Chairman R, B. "Ralph" Marquez, Commissioner Larry R. Soward, Commissioner Glenn Shankle, Executive Director TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Protecting
Texas b!l Reducing and Preventing Pollution Dear Sirs: We are now accepting submittals of public water system engineering plans, reports and specifications in a compact disk (CD) format
as an option. For the present, we are accepting only water transmission and distribution system submittals only. We are accepting submittals in a *.pdf format only. However, we plan
to allow all other public water system submittals on CDs beginning in March, 2005 as an option. Please visit the TCEQ plan review website for more information at: http://www.tnrcc.state.tx.us/permitt
ing/waterpermludlplanrev.html In time, the wide spread use of this procedure for all submittals will prove to be efficient, costeffective and environmentally friendly. We suggest that
planning materials be computer generated or scanned and downloaded to a CD. The Texas Engineering Practice Act and Rules, §§137.31, 33 and 35 allow the use ofelectronically reproduced
planning materials with only an electronic signature. A scanned signature is no longer allowed. Ifa computer-generated seal is used without an electronic signature, the following text
or similar wording is required: "The seal appearing on this document was authorized by (Example: Leslie H. Doe, 0112)". Another requirement ofthe Texas Board ofProfessional Engineers
for an electronic signature is that it be linked to the document in such a manner that the electronic signature is invalidated ifany data in the document is changed. This concern will
be addressed by submitting a Read Only Memory (ROM) compact disk, otherwise known as a CD-R format. Accompanied with a hard copy transmittal or cover letter and a submittal form, the
CD should contain a design report, construction plans and specifications all properly sealed. We will not object if only selected and pertinent plan sheets and specification sections
are submitted. Please contact me at 512/239-6970 ifYOll have any questions or comments. Sincerely, 􀁬􀁊􀁾􀁲􀁦􀀠􀁉􀁊􀀮􀀯􀁾􀀠 David D. Laughlin, P.E., Acting Team Leader Utilities Technical
Review Team Water Supply Division, MC 153 P.O. Box 13087 • Austin, Texas 78711-3087 • 5121239-1000 • Internet address: www.tceq.state.tx.us 
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY PUBLIC WATER SYSTEM I.D. NO.::::·_---'_-___ WATER SUPPLY DIVISION, UTIL. CREATION 8. PLAN REV. TEAM MC-153 TCEQ LOG NO.: P.O. BOX 13087, AUSTIN,
TEXAS 78711-3087 OWNER'S WELL ID NO. ot:Ni\ME: '------WATER.DISTRIBUTION CONSTRUCTION CHECKLIST The fol1owing list is a synopsis of the "Rules for Public Water Systems·, 30 TAC Ch!l.pter
290 regarding proposed water distribution system improvements. Plans and specifications meeting, ,butnot limited,to the minimum requirerilenls'citeq here shall be prepared. under the
supervision of . a registered professional engineer and SUbmitted to TCEQ for appr()vat· This list is not a . .... . . substitute for the rules; Failure toqubmiHhe following items may
delay project approval. Copies of the rules may be obtained from Texas Register, P.O. Box 13824, Austin, TX, 78711-3824, Phone: 512/463-5561 or.downloadedfrom our website at: rnrc..6
􀁨􀁴􀁴􀁰􀀺􀀯􀀯􀁷􀁷􀁷􀀮􀁾􀀮􀁳􀁴􀁡􀁴􀁥􀀮􀁬􀁸􀀮􀁵􀁳􀁬􀁰􀁥􀁲􀁭􀁩􀁴􀁴􀁩􀁮􀁧􀁬􀁷􀁡􀁴􀁥􀁲􀁰􀁥􀁲􀁭􀁬􀁵􀁤􀀯􀁰􀁬􀁡􀁮􀁲􀁥􀁶􀀮􀁨􀁴􀁭􀁬􀀠 " 1. o Conforms to American Water Works Association (AWWA)
standards. [§290.44(a)] 2. o Conforms to ANSI/NSF Standard 61 and certifted. [§290.44(a}(1}] . .. 3. o Plastic pipe bears NSF-pili seal; ASTM class 150 psi or SDR-26. [§290.44(a)(2)]
4. o Not used for purpose other drinking water. [§290.44(a)(3)] 5. o Installed by manufacturers instructions; 0 depth of cover 24 inches. [§290.44(a)(4)] 6. o Hydrostatic leakage rate
conforms to AWWA formulas. [§290.44(a)(5)] 7. o Correct leakage rate formula. [§290.44(a}(5)] 8. o Pipes and fittings cOntain no more than 8.0% lead. [§290.44(b)(1)] 9. o Minimum water
line sizes. [§290.44(c}] 10 Connections 2 inches 25 2.5 50 3 100 4 150 5 250 6 >250 8 and larger 10. 0 Minimum design pressure of 35 psi at flow of 1,5 g.p.m. per connection. [§290.44(d}]
, . 11'0 Air release where air locks may occur in the lines. 16-mesh or finer screen on vent. [§290.44(d)(1)] 12. 0 Booster pumps take suction from storage tanks. [§290.43(f)] 13. 0
Metering devices at each service connection. [§290.44(d)(4)] 14. 0 Sufficient valves and blowoffs. [§290.44(d)(5)] 15. 0 Looped lines, dead-ends have flush valves and discharge piping.
[§290.44(d}(6») 16. 0 Separation distances. (w!l.stewater lines, manholes and fire hydrants) [§290.44(ej] 17. 0 Disinfected in accordance with Chapter 290 and AWWA Standard C651. [§290.44(f)(3)]
Revised 9112/()2 
Monthly Progress Report Constrnction Services for the Arapaho Road Bridge Over Midway Road URS Project No. 25334402 Period: From February 26, 2005 to April!, 2005 I. General Accomplishments
1.1 Responded to questions from HNTB and RFI's from contractor. 2. Progress This Period 2.1 Responded to RFI-69, RFI-74 & RFI -77 2.2 Responded to HNTB's questions. 3. Anticipated Next
Period 3.1 Respond to RFls 3.2 Respond to HNTB questions. 4. Schedule Status 4.1 All outstanding questions have been responded to. 5. Issues /Impacts 5.1 None. 
HNTB Corporation -Project Status Report Project: I Arapaho Road Phase 3 -Shop Drawing Review Client: Town of Addison, Texas Report No;: 2 ! Time Period: February 26, 2005 to April 29,
2005 Prepared By: Scott Forbes, P.E. IWork Started or Progressed • Perform shop drawing review for construction of the Arapaho Road Phase 3 Bridge over Midway Road I Work'C6mpleted'
. • Rasponding to RFI requests on the shop drawings Work 􀁓􀁣􀁨􀁥􀁤􀁾􀁬􀁥􀁤􀀠to be Performecl During Next Report Period • Continue to respond to RFI requests on shop drawings HNTB Page
1of 1 I 
HiVTB Corl'omrion -Projecr SWW8 Reporf Project: Arapaho Road -Phase III Client: Town of Addison, Texas Report No.: 12 Time Period: 2/26/05 through 3/4/05 Prepared By: GVB I Work Started
or Progressed • Maintain Traffic Shift @Midway Rd Phase III traffic pattern • 10" Sanitary Sewer to complete tie-in and service connection • Continue installation of Storm Sewer Box
Culverts Line A & B • Continue installation inleton Lateral along Line A & B Storm Sewer • Assembling & setting reinforcement steel for Bent 12 Cap • Building Formwork for the Bridge Beam Cap at Bent 12 • Continue placing concrete
Structural wall # 1 top section • Excavation ofRoadway and Site at Brickyard IWork Completed • Storm Sewer Box Culvert Line A& B: Sta -0+98 to -1+36, East ofSurveyor Blvd. • Completed
the 10" Sanitary Sewer across Midway Road • Completed placing of the Concrete for Bridge Caps Bent 9 & 12 • Bridge Substructures Bents 2, 10 & 11: Completed striping the cap formwork
I Work Scheduled to be Perfonned During Next Week • Shift Traffic Pattern at Surveyor Blvd. to continue Box Culvert • Began to clean existing 60" RCP storm sewer • Bridge Caps -Bent
Concrete placement 13 • Bridge Caps -Strip Formwork on Bents 9 & 12 and began to set formwork for Bents 13 bridge caps for concrete placement. :." • Began re-excavation & placement of
concrete for Structural wall #3 m"'·'·.' . . .... Page 1ifl 
CH Bill Crepeau, CEO WMC:lde Cc: Ron Whitehead, Town of Addison Steve Chutchian, Town of Addison February 21, 2005 Mr. Jim Pierce Town ofAddison Post Office Box 9010 Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀀭􀀹􀀰􀀱
􀁾􀀠 Dear Jim: i At the request ofStei I had with Mike Murphy, w9 The trucks and tractJ damaged the surface ofour t and would resurface the parI Please feel free to 􀁣􀁾􀀠 􀁾􀁅􀁒􀀠 FU
􀁾􀀬􀀠uJ7;-􀁾􀁍 fie 􀁾􀁨􀀠 fo 􀁾􀀮􀀠􀁾 "z 􀁾􀁾􀀩 ...,-off I (uSJ -€-'IDVV'S-YC -"::f5 /,v (LL YCi( 1 4 <1:>'<0 THIs i*'J7H 4vy f erbal agreement 4:/"".< J"'?I 17-.::;. 􀀢􀀧􀀯􀁾􀀮􀀠 77.UJ.A-V_!
nd ..:.., I IV' ._""" , worn a ,fthe problem is agreement. ! , , SALES RENTAL SALES [5101 Midway Road Addison, T.".s 75001 14430 Midway Road Dallas, Texas 75244 8100 Bedford-Euless Road
Norlh Richland Hills, Te"", 76180 (972) 385-'\411 (972) 38,.0621 Fax (972) 385·3204 (972) 385-7650 Fax (8[7) 577-2300 metro Fax (817) 577-5333 melro 
􀀮􀁾􀁅􀁒􀀠 February 21, 2005 Mr. Jim Pierce Town of Addison Post Office Box 9010 Addison, Texas 75001-9010 Dear Jim: At the request of Steve Chutchian, I'm writing you concerning a verbal
agreement I had with Mike Murphy, while he was representing the Town of Addison. The trucks and tractors used in the construction of the bridge have worn and damaged the surface ofour
parking lot. Mike assured me he was aware of the problem and would resurface the parking lot at the appropriate time. Please feel free to call me with any further questions regarding
this agreement. Bill Crepeau, CEO WMC:ldc Cc: Ron Whitehead, Town ofAddison Steve Chutchian, Town ofAddison SALES RENTAL SALES 15101 Midway Road 14430 Midway Road 8100 Bedford·Euless
Rood Addison, Texas 7500 I Dallas, Texas 75244 􀁾􀁭􀀱􀁨􀀠Richland Hills, Tex.., 7618Q (972)385·.'1411 (972) 385-0621 Fa, (972) 385-320. (972) 385· 7650 Fax (817) 577-2300 metro Fa.x
(&17) 57 :-S33Jl metro 
I H,VTB COqJOl;Idoll -Projecr Srmll.'; Report Project: Arapaho Road -Phase III Client: Town of Addison, Texas Report No.: 11 Time Period: 2/19/05 through 2/25/05 Prepared By: GVB • Maintain
Traffic Shift @Midway Rd. -Three to Two Lanes -Phase III • 10" Sani1llry Sewer to complete tie-in and service connection • Continue installation ofStorm Sewer Box Culverts Line A & B
• Continue installation inlet on Lateral along Line A, B & C Storm Sewer • Continue to assemble & set reinforcement steel for Bent 2, 9 & 11 Cap • Continue to Build Formwork for the
Bridge Beam Cap at Bent 2, 9 & 11 • Continue placing concrete Structural wall #1 @40ft section • Excavation ofRoadway and Site at Brickyard 1 Work Completed ----------------, 1 Work
Started or Progressed • Storm Sewer Box Culvert Line A & B: Sta -0+98 to -0+50, East ofSurveyor Blvd. • Backfill & place Temp. Pavement at Roadway area of Midway to Shift Midway Lane
Traffic to Phase III • Completed Excavation & placing of the Concrete for Structural Wall #1 up to Construction Joint • Completed placing of the Concrete for Bridge Caps -Bent 2 • Bridge
Substructures Bents 3, 4 & 10: Completed striping the cap formwork 1Work 􀁓􀁣􀁨􀁥􀁤􀁵􀀱􀁥􀁤􀁴􀁾􀀱􀁬􀁥􀀠Performed During Next Week '1 • Continue Utility Crossing 10" Sanitary Sewer across
Midway Rd. • Bridge Caps -Bent 9 & U Concrete placement • Bridge Caps -Strip Formwork on Bents 2, 9 & U and began to set formwork for Bents 12 & 13 bridge caps for concrete placement.
• Place concrete top section ofStructural waIl #1 • Began re-excavation & placement of concrete for Structural waIl #3 ·. ·· ... HNTB Coporatioll Page 1 ofl 11, .1 
Weekly Meeting Agenda Date: Tuesday FebJ5, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues I. How many message boards need to be set out to advertise
Midway Phase III detour? 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 offon it yet. 11-30-04 The RFI was verbally not approved by URS. NW requested a product to use. I 1-30. We have received a weld
detail for the splice on 12-3. NW is reviewing the detail. Additional details between NW 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 1-05 Pricing is pending. 1-18-05. Pending 1-25. Pending 2-1. Price is pending Andrew
and Ben 2-15. 2. Open Submittals: Hangers Guy said he will follow up on the open items. 2-L III. Old Business I. 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 NW. The grades will be adjusted. 11-2. Andrew and HNTB will review the grades today. 11-2. NW 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. IV. Change Orders 1. OPEN C.O.'s
A.C.M.P Guy said he should have it today. 2-1. B. Extra work at Gas line on Line A Andrew to get info to Guy. 2-1. 2. Ben is reviewing pricing on: A. Irrigation at Comfort Suites B.
Paint pricing C. Tee and valve on 16" water line. V. New Business V. Misc. 1. A RFI has been sent to HNTB about gas,water,sewer and telephone. conflicts, with lines A & B, at Surveyor
Blvd. HNTB is reviewing.l-ll-05. A. It has been stated that the gas line is abandoned. AIW request in writing from ATMOS that the gas line at Surveyor is abandoned. Guy witnessed ATMOS
drilling into the dead line. B. The water line is to be lowered. The valves have been installed. The line will be lowered as we come through with the boxes. C. Cut and cap the abandoned
forced main sewer line. AIW will do this as we come through with the boxes. D. The SBC lines have been put in conduit and AlW is to go under it with lines A & B. Shots have been taken
on this. Chris will verify. The SBC line will need to be raised as we lay box under it. Guy said he would contact SBC. 2. AlW received a letter from HNTB that the 60" DWU water lowering
will not take place until AlW is notified to proceed. HNTB said it appears that it will be in March that the line can be lowered. AlW was verbally told that changes are forthcoming but
we have not received plans yet. 
3. The electrical illumination conduit at Midway apparently was damaged by Olden when they drilled soil nails for the shoring. Repairs will need to be made when NW is in phase II . 4.
The existing SS service at the Rink is 18" lower than plan elevation. The fix appears to be to move the Manhole from the median to the east and tie the existing sewer into the manhole.
Is HNTB in agreement with this? 5. Valve extinctions need to be placed on the 6" & 16" valves at Midway. VI. Schedule I Review Weekly Schedule 
2/15/2005 -A,R._A,.P.A..H.O-.R_O--A,n 􀀺􀁩􀁬􀁾􀁜􀀴􀀠 Current Week Next Week Following Week Activity Description Prod M T W T F SIS M TW T F SIS M T W T F SIS -_....•..••_.. -14 15 16
17 18 19 21 22 23 24 25 26 28 1 2 3 4 5 SUBS/NOTES Dirt and Utilities ExcavatelEmbank Brickyard /X X X X X //Une A & B (Surveyor) X X X X /X //Une A (East Midway) X ///Une A ( Midway)
X X X 1/1//10" Sanitary Sewer X 1/X X X 1//line ALaterals X X X X X /X X X X X 1//12" Water Lowering @Surveyor !/X X X 1//60" Water Une Loweling 1/1//Test 5.5. Unes A & B X X X X 1/X
X X X X 1//C.M.P X X X X X 1/1/Need pricing BridgeWork Drilled ShaHs Abt. 15 1/1/X X 1/Ca s X X X 4 3/X X X 2 11 /X X X 12 13 /' Bent II 10 Ca X X P /' /' ./8entll9 Cap X X X X X ./X
X P /' ./Abutment II 1 /./X X X X X ././././Retaining Walls CIP Retainina Wall /I 1 X X X X X V X X X X X 1/CIP Retalnin" Wall II 2 //X X X X X/MSEwalis 1,2,5 //X X X X X////Miscellaneous
Switch Midwav to Phase III /X //Clean 60" RCP @l Blick Yard //X X X X X/Inlets X X X X//////Midway Crossing ./SackfillfTWW X X X X./././Place Asphalt at Midway 1/X 1/X X /" //1/./././Surveyor
Crossing A halt detour X ./X ././-•..•._, 
February 14, 2005 HNTB Architects, Engineers and Planners Guy Van-Baulen 5910 West Plano Parkway, Ste. 200 Plano, TX 75093 Dear Guy, I would like your assistance with the claim Mapsco,
Inc. filed with Archer-Western regarding the power outage on November 11, 2004 at our headquarters at 4181 Centurion Way in Addison, Texas. It has been 90 days since the event occurred.
We have provided an initial document to you outlining our claim-and sent back-up data as requested by Gallagher-Bassett, Archer-Western's insurance provider, on January 12, 2005. Since
we are not Gallagher-Bassett's client, we are not in a position to press them to move forward in an expeditious manner. We do not feel that anyone from Archer-Western is working to resolve
this matter. In fact, no one from ArcherWestern has recently returned our calls. Please pass this letter on to your contacts at Archer-Western. We expect an update from them concerning
this claim by February 25, 2005. Thanks for your assistance. Tracy Eub nks Exec. V.P., COO Mapsco, Inc. cc Steve Chutchian, Town of Addison Bill Crepeau, Owner of Property (Landlord)
:',' . MAPSCO, INC.• 4181 CENTURION WAY' ADDISON, TX 75001 (972) 450.9300 • FAX (9721450-9305 • www.mapsco.com 
HIYTH COJPOJ';J{iOl1 -Pmjecr Srilfl1S Report Project: Arapaho Road -Phase IT! I Client: Town ofAddison, Texas , Report No.: 10 Time Period: 2/12/05 through 2/18/05 Prepared By: GVB Work
Started or Progressed • Maintain Traffic Shift @Midway Rd. -Three to Two Lanes -Phase II • 10" Sanitary Sewer to complete tie-in and service connection • Continue instillation of Storm
Sewer Box Culverts Line A & B • Continue instillation inlet on Lateral along Line A, B & C Storm Sewer • Continue excavating and placing concrete Structural wall #1 @40ft section • Continue
to assemble and set reinforcement steel for Bent 9 Beam Cap • Continue to Build Formwork fur the Bridge Beam Cap at Bent 9 • Excavation ofRoadway and Site at Brickyard IWork Completed
• Storm Sewer Box Culvert Line A: Sta 43+25 to 44+50, East ofMidway Rd. • Bridge Substructures Bents 3, 4 & 10: Completed placing concrete in Cap r:w;;;kScheduled to be Performed During
Next Week • Backfill & place Temp. Pavement at Roadway area ofMidway to Shift Midway Lane Traffic to Phase In • Continue Utility Crossing ofStonn Sewer Box Culvert Line A and 10" .sanitary
Sewer across Midway Rd. • Bridge Caps -Bent 9 Concrete placement • Bridge Caps -Strip Formwork on Bents 3 and 4, began to set formwork for Bents 2 and 14 bridge caps for concrete placement
HNTB CorportdiOIJ 
Attachment A Arapaho Road Construction Inspection Original Conlract Amount $ 211,060.00 Days bid by Archer-Western 425 Days used as of Feb. 11, 2005 167 Days 10 completion 238 Weeks
10 completion 34 Amount Spent as of Feb. 11. 2005 $ 232.514.48 OVer Budget Amount $ (21,454.48) Assumptions: 1. After February 11th. Archer Western will work for 34 more weeks to complete
project 2. Archer Westem will work 6 days a week. 12 hours per day 􀁾 30 weeks. 3. Archer Western will work 7 days a week. 12 hours per day for 4 weeks. 4. This equates 10 208 days of
construction remaining. Guy Van-Baulen will work a maximum of 40 hours per week. Guys' assistant will work a maximum of 0 hours per week. I GUl( I I GUl!'s Assistant I Weeks 34 Weeks
34 HourslWeek 40 HoursJWeek 0 Total Hours 1,360 Total Hours 0 Hours 1,360 Hours 0 Rate $ 36.00 Rate $ 23.00 Direct labor $ 48,960.00 Direct labor $ ER 2.92 ER 2.92 Total $ 142,96320
Total $ Total labor $ 142,963.20 Total amount required to finish project Existing Over Budget amount $ 21.454.48 Total labor $ 142,96320 Project Management $ 12.000.00 (assumes 2 hours
per week) Expenses $ 3,570.00 Total $ 179.988 C:lJOHlQfficeIHNlB\Jobs\25768 Phase 3\Consfruclion\(SuppmenlA_CN-Ol.>ds)40-0 Hours 
Page 1 ofl Steve Chutchian From: Katura Cuny [kcuny@gra-ce.netJ Sent: Thursday, February 10,20054:02 PM To: Steve Chutchian; Jenny Nicewander; Jim Pierce; Bruce Grantham; Jeny Holder;
Guy Van-Baulan; Cassia Sanchez; Erling Holey; Tonia Banix; Randy Payton; Billie Jurgerson Subject: Marsh Lane Water Tap Schedule David Robinson at DWU has passed onto me that DWU has
agreed to dOing the tap at Marsh Lane as scheduled on February 24th through February 26th. Hanson will need to coordinate directly with David regarding the tapping pressures, etc. as
time gets closer. If you have any questions, please let me know. I appreciate everyone's cooperation on getting this project to this pOint Regards, Katura Katura Cuny, P.E. Grantham
& Associates, Inc. (972) 864-2333 2/11/2005 
HN1'B Co:rpondJoa 15150 SUMIP BIIId. 􀁔􀁾􀀨􀀹􀀷􀀲􀀩􀀳􀀶􀀱􀀮􀁟􀀠 The HI!TB O>l!lpIIlies Add..... TX 75001 F"';rrjb (972) 361 -0065 www,tJntb.oom e;,g-.--Mr. Ben Withered HNTB Project
Manager AIcher Western Contractors, Ltd. 2121 Avenue "J" . Suite 103 Arlington, TX 76006 Re: Extra Work Labor Burden February 8, 2005 Dear Ben: In review ofseveral proposals that Areber
Western Contractors, Ltd. has submitted with a breakdown for tile estimate labor time and cost. It was recognized that all labor rates were at a high rate. After discussing this witil
Archer Western Contractors, Ltd. personal it was expanded that all labor rate were being adjusted as per tile TXDOT specification, section 9.4 for extra work A reminder to Archer Western
Contractors, Ltd. that this project is not a TXDOT PRliect and that it contract is following tile Nortb Centtal Texas Council ofGovemments 4th edition, Section 109.3, whieb indicates
compensation will be made for all reasonable costs oflabor, material, supplies, tools, equipment or machinery etc. Therefore, tile Town ofAddison is requesting AIcher Western Contractors,
Ltd to submit all cost proposals with an actua11abor rates for tileir estimates for tile compensation ofextra work performed. IfArcher Western Contractors, Ltd. wishes to claim a labor
burden, tile town ofAddison request Areber Western Contractors, Ltd. to submit tileir actua1 burden for review and approval. Please advise us ofany actions you will take. Thank yon,
Guy Van Baulen HNTB Corporation Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
HiVTB COrpOnltiol1 -Pmjeet S(:!fll.' Report Project: Arapaho Road -Phase III Client: Town of Addison, Texas Report No.: 9 Time Period: 2/5/05 through 2/11/05 Prepared By: GVB IWork Started
or Progressed • Maintain Traffic Shift @Midway Rd. -Three to Two Lanes -Phase II • 10" Sanitary Sewer to complete tie-in and service connection • Continue installation ofStorm Sewer
Box Culverts line A & B • Continue installation inlet on Laternl along Line A, B & C Storm Sewer , • Began to excavate and place concrete Structural wall #1 @60ft section • Continue
to assemble and set reinfurcement steel for Bent 9 & 10 Beam Cap. • Continue to Build Formwork fur the Bridge Beam Cap at Bent 9 &10. • Excavation ofRoadway and Site at Brickyard IWork
Completed • Storm Sewer Box Culvert line A: Sta 41+00 to 43+25, East of Midway Rd. • Bridge Substructures Bents 5 & 8: Completed placing concrete in BeamCap • Completed backfill and
placed temp pavement and switch over traffic from phase I to II IWork Scheduled to be Performed During During Next Week • Continue Utility Crossing of Storm Sewer Box Culvert LineA and
10" Sanitary Sewer across Midway Rd. • BacldiJl & place Temp. Pavement at Roadway area ofMidway to Shift Midway Lane Tr;;dIic to Phase In • Bridge Caps Bent 10 Concrete placement • Bridge
Caps Strip Formwork on Bents 5 and 8, began to set formwork for Bents 3 and 4 bridge caps for concrete placement iQ"" ....J . . 􀀬􀁾􀀮􀀠 􀁾􀀠 HNTB CorportIlioll Page 1'!II 
Permit Movement Conditions and Curfews 1. Permittee must _ere to described mute (If applicable). 2. Vehicles pennitted may travel through any highway constructJon or maintenance area
provided the dimensions do nOl_the construction restrictions pOSted by the Departmenl 3. loads not exceeding 10' wide or 100' long 'Aith 1ega11\'ont and rear _ngmay _ at night on the
Interstate Hwy. Syslem only. _ not required. Loads are restricted to 14'1>ide, 16' high, and 110'Iong on the six major holidays. 4. When one escoc! Is required, escoc! should be in 1\'001
on OOI'KIMded highways and in rear on divided highways. 5. Daylight movement only unless olh""";se spooffled. 6. Concrete beams: up to ISO' long may OOfIlIOy In groups oflour 'Aith 1\'ont
and rear esoorts. Up to 180' Ioog may COf'N<Iy in groups ofl\M> 'Aith fmnt and rear escorts. Loads may rot travel more than 1000' feet apart 7. Mow!rnenl ofa permitted vehicle is prohibited
1Mlen Ihe road surface Is hazardous due 10 min, ice, 􀁳􀀯􀁥􀁥􀁾􀀠snow, ""nd, or highway maintenance/construction _ (see second statement) or when viSibility less than 2/10 ofone mile
8. It is the responsibility of the pem!iItee 10 clear any overhead obstruction or utiUty line. In addition, all utility companies or other antittes must be contacted In advance, as required
by the utility or entity, 10 assist in clearlng the obstruction . ....-most use designated 1ruck routes In: Andrews, Crane, & Kennll 9. Ills expressly understood that The Te,... Department
ofTranspor\a1lon shan nOl be respoosibie in any way fur any damage of v.tlaleVer natum that may n9s/J1t from the movement ofthe described vehicle and load over T.,... highways, and that
all sucI1 responsibility is hamby accepted 10 behalf ofthe applicant. 10. This oversized and/or 􀁾pennit is issued on the oonditton that the applicant ",11 comply \\fth all laws and
rules retaHng to the movement of overslze<! and/or <l\Ill!Weight vehicles and/or equipment on TelGilS highways. Violations of any laws or rules formally adopted by the Te,... Daparttnent
of Transportation regarding the movement 01 oversized _ 􀁾􀁧􀁨􀁴 vehicles and/or equipment v.ill cause this pennit to be null and \/Old and may subject !he applicant to being "led for
IIioIalion of Texas size and weight laws. This pennit does nOl authorize the vehicle(s) to _ the marnJfacI1Jrets tire load rating FMCSR §393.75(f). City Cwfew Movement Restriction Time
Days Austin Over 12' wide or 95'1009 7-9 a.m.& 4-6 p.rn. M-F Bandem: SHI73/SHI6 All penni! Ioadis (Sepl-May) 7-9 3.m.& 3-5 p.m. M-F C8rriZrJ Springs: FMI55B) All permit loads (Sepl-May)
34 pm. M-F Dallas County Over 12' _ or 95' long 7-9 am.& 4-6 p.m. M-F Dallas: 1H635 Over 12'_0.95' 1ong1\'om IH35Eto 1H30 7-9 amA 3-7 p.m. M-F Dallas OveIwIdth loads may not _Inside
LP12 7-9 am.& 4-6 p.m. M-F Forney All penni! loads from 1H20 to USBO 7-9:30 a.m. & 2-4:30 p.m. M-F DentonlLewisville Over 12'1>ide or 95' long 7-9 a.m. &4-6 p.m. M-l' ElPaso OVer 12'1IIideor95'
long 7-9 a.m. & 4-6 p.m. M-F Hallettsville: US77/US90A " All pennit loads (August-May) 7:7:30-8: 15 am. & 3-3:45 p.m. M-F Hooks-New Boston No loads over 14' _ on US82 6-8 a.m, & 3-5
p.m. All Days Houston" All pennit loads 7-9 a.m. &4-6 p.m. M-F Jasper OVer 16' wide 7:3(h'l:30 a.m. &3-4 p.m. M-F Karnack OVer 14' wide from US59 to LP499 6-8 a.m. & J..5 p.m, All Days
Kerrville: SH27 No penni! loads: from FM783 to LP534 7-8:15am., 11:30 am.-l:15 p.m., 3:30-5:30 p.rn. M-F Kerrville: SH16 No permit loads: from SH27 to LP534 7-8: 15 3.m" 11 :30 am.-l
:15 p.m" 3:30-5:30 p.rn. M-F lubbock" All pennlt loads 7.g a.m. & 4..() p.m. M-F San Antonio Over 12' wide or SO' long using cloverleaf on 7-9 am. & 4-6 p.m. M-F NWLPI604 san Antonio·
No pennH loads on or inside LPl004 7·9 a.m. &4-6 p.m. M-F Tanant County" All penni! toads (sip moIlilecranes exempt) 7-9 a.m. &4-6 p.rn. M-F Texarkana All permit loads over 12' wide
7-9 a.m. &4-6 p.m. M-F VId<x&Bea!mont (mcludIng tHl0 All pem1t loads 7-9 a.m. &4-6 p.m. M-F between VIdorIBeaImlont) Waoo: 1H35 FR No penn"" from N.US77 to FM308 7-8 a.m. M-F Waoo: 1H35
Over 10' wide from SH6 to N.lP34O 7:30-8: 15 am.& 4:45-5:30 p.m. M-F Waoo:US77 Over 10' _from Btm. to FM3148 7:3(h'l:15 amA 4:45-5:30 p.rn. M-F Wao:;: FM3051 Over 10' wide from Btm to
FMI637 7:3(h'l:15 am.& 4:45-5:30 p.m. M-F ;;.': Waoo: FM1695 Over 10' wide from US84 to FM2063 7:3(h'l:15 am.&4:4!h5:3O p.m. M-F Waoo: FM3223 No 􀁾􀁴􀁨 from SH6 to FMl695 7:3(h'l:15
a.m.& 4:45-5:30 p.m. M-F Whitehouse: SHll0 All pennH loads 8115-615 7-B a.m. & 2:30-3:30 p.m. M-F WIchita Falls Over 12' wide or 95' long 7-9 a.m. &4-6 p.m. M-F 􀀢􀁐􀁥􀁮􀁮􀁾 loads that
are over'Mlight only are exempt from_ Fer more lnfonnatlan, ...11110 Te...s "One-Sto.,.shop" Toll Free number at 1-800-299·1700 or visit our __at www.dot.statatx.us (Select "TlVcldng
and Vehicle Storage FaclllII ..... ). 
DATE SUBMITrED: February 3, 2005 FOR COUNCIL MEETING: February 8, 2005 Council Agenda Item # SUMMARY: This item is for consideration ofa resolution authorizing the City Manager to enter
into a contract with Mastec & Hanson Pipe & Products, Inc., in an amount not to exceed $79,650, for the construction ofthe Marsh Lane Emergency Water Interconnection. FINANCIAL IMPACT:
Construction Cost: $79,650 Source ofFunds: Funds are available from the FY 2004 General Obligation Bond Program, Project No. 83300. BACKGROUND: The third phase ofthe Arapaho Road extension
project is currently under construction and extends from Surveyor Blvd. to Addison Road. Included as part ofthe proposed improvements is the need to lower an existing 60" diameter DaUas
Water Utilities (DWU) transmission main in order to accommodate the construction ofan 8 ft. x 5 ft. reinforced concrete box culvert. This main is a component ofa larger system that provides
the majority ofthe potable water supply to the Town ofAddison, and Cities of Farmers Branch and CarroUton. Farmers Branch uses this main as the sole water supply to the eastern portion
oftheir municipality. As a result, it is critical to the City of Farmers Branch that a supply ofwater is uninterrupted throughout the lowering ofthe transmission main. The design ofthe
water main lowering was performed by DWU and incorporated into the Arapaho Road construction plans. Included in the design is the replacement ofan existing 48" valye with a 60" gate
valve. The work was originally scheduled to be performed in January 2005. It is necessary to shut down a portion ofthe 60" water transmission main while it is being lowered. In early
January, a routine coordinaton meeting regarding the 60" main shut down procedure was held between the representatives ofthe Town, DWU Field Operations, the Engineer, and Farmers Branch.
During this meeting, it was discovered that the Farmers Branch water supply feed to their Marsh Lane Pump Station would be shut off when the 60" main is taken out ofservice. Our staff
immediately initiated efforts with Farmers Branch to find an alternate supply source in order to maintain water service during the 60" main lowering. It was determined that the two municipalities
could perform an 
interconnection between two existing 8" lines at a point along Beltwood Parkway and within the boundaries ofthe Town ofAddison. This interconnection is completed and provides a two-way
feed up to 2 million gallons per day (MGD) for either municipality in the case ofan emergency. In addition, this interconnection is in accordance with the Town's recently completed Vulnerability
Assessment Study. However, this interconnection did not allow for any margin oferror in providing adequate volume of water in the case offire or a main break. On January 20,2005, the
City ofFarmers Branch notified the Town that this interconnection felI approximately 5 MGD short of meeting the winter demand ofpotable water in this portion oftheir community, and would
not agree to the proposed shutdown oftheir water supply feed. On January 21, 2005, the Town's Engineer initiated a search for another alternative to supply additional water to Farmers
Branch. Within a couple ofdays, it was determined that the existing 18" DWU pipeline at Marsh Lane, which acts as the Farmers Branch water supply feed, could be connected to the existing
60" transmission main with a 16" line. This is the only remaining viable option, and the interconnection, along with the 8" interconnection on Beltwood Parkway, will adequately supply
Farmers Branch. AIl parties involved met on January 31, 2005 and agreed to the design that the Engineer quickly developed. The work will include a 16" tap on the 18" and 60" mains by
Hanson Pipe & Products, Inc. and the installation oftwo valves and 16" concrete cylinder pipe and concrete pavement repair by Mastec. Due to scheduling issues, Hanson can only perform
the taps during the period ofFebruary 24-February 26, 2005. This schedule will permit the Arapaho Road contractor to remain on course with the March schedule for performing the 60" transmission
main lowering. . Specific requirements regarding the 16" interconnection are as follows: 1. The 60" transmission main must be lowered and the system returned to full operation by the
end ofthe month ofMarch 2005. Beyond this time, all affected municipalities will experience a much greater demand for water from the main due to warmer weather conditions. 2. The existing
Farmers Branch water supply feed must be interconnected to the existing 60" transmission main beyond the point ofsystem shutdown. The location ofthe interconnection was determined to
be in the outer southbound lane ofMarsh Lane, and south ofthe railroad tracks. 3. High pressure "wet" taps on the existing 60" main and the 18" Farmers Branch water supply feed must
be made by Hanson Pipe & Products, Inc, which is the only company in this area that has the capability to perform this work. 4. The Town must use a contractor that is equipped to complete
the line and valve connection to the two taps. Subsequently, the Town contacted Mastec for a quote, due to their existing general services agreement to perform this type ofwork, and
their previous association with Hanson Pipe & Products, Inc. 5. The resulting interconnection will be made between two water mains that are both owned by DWU. As a result, the new interconnection
will also be owned and maintained by DWU. 6. The interconnection must be made in the outer lane ofMarch Lane and be located approximately 20 ft. south ofthe existing railroad tracks.

The Town has reached an agreement with Hanson Pipe &; Products, Inc. to perform wet taps on the existing 60" &; 18" mains, including fabrication ofmaterials, for the total price of$18,950.oo.
Mastec was also contacted regarding trenching, pipeline installation and concrete pavement removal and replacement. They have proposed to do this work for a cost not to exceed $60,700,
and complete all items related to the emergency interconnection improvements. The overall cost ofthe interconnection is $79,650, and must be completed by March 1, 2005. At that time,
Archer Westem will initiate the process ofshutting down the existing 60" water transmission line and lowering the portion that affects the Arapaho Road, Phase ill construction process.
Beyond the March 2005 time limit, the 60" water transmission main cannot be taken out ofservice until Fall 2005. This would create an extraordinary delay in the contract completion date
and a substantial increase in cost to the Town due to delays imposed on the Arapaho Road contractor. RECOMMENDATION: Staffrecommends that a resolution be approved that authorizes the
City Manager to enter into contracts with Mastec and Hanson Pipe &; Products, Inc., in amount not to exceed $79,650, for construction ofthe Marsh Lane Emergency Water Interconnection,
but also approve a total budget of$90,000 for this project to cover any unforeseen circumstances. 
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GaAliO PAAmIE, :1X 􀀷􀀵􀁃􀁉􀁾􀀠 TOWN Of ADDISON -TOWN HALL 512 0150 10.. 3 1/1 TO"ff 0, ADD['5:JN 􀁓􀁅􀁒􀁖􀁉􀁃􀁾􀀠CENTER 􀀱􀀶􀁾􀁏1 mTGRO'JE 􀁁􀁄􀁄􀁉􀁳􀀨􀀩􀁾􀀬􀀠 TX 􀀷􀀵􀁾􀁊􀁬􀀭􀀵􀀡􀀹􀀰􀀠
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FaRmeRS BRanCI-I January 20, 2005 Michael E. Murphy, P.E. Director of Public Works P.O. Box 9010 Addison, Texas 75001-9010 RE: Water System Interconnection Between Addison and Farmers
Branch Dear Mr. Murph)!, As you are aware, construction of the interconnection which connects water systems between Addison and Farmers Branch was completed on Friday January 14,2005.
Testing ofthe interconnection began at approximately 3.:00 p.m. on Friday with the 8" connection being fully opened. This testing showed that Addison could fimrish approximately 1,350
gpm to Farmers Branch through the connection and raise our system pressure approximately 4 psi.. A 3,000-gpm ptunp at the Celestial Ptunp Station was running when these conditions were
noted. No pumps were running from the Farmers Branch system and our Elevated Tower was at 21.3 feet of 42.5 feet or approximately 50% full. At this time, we started Ptunp #4 "our largest"
pump available at our Templeton Trail Pump Station to begin the refill cycle ofour Elevated Tower Tower and to maintain system pressure. Other additional ptunps were also put on line
in conjnnction with Ptunp #4 but system pressure did not increase. The end result filled our Valley View Elevated tank to 38 of42.5 feet in approximately 17 hours at 9:11 p.m. Saturday
January 15. At 3:00 a.m. Snnday January 16th, the elevated tank was full at 42.5 feet, some 23 hours in total since beginning the test. At this rate offill any main break or system failure
would severely affect our ability to supply water to the east side ofthe City. At this point the Templeton Station was started again using pump #3, which would replace pump #4, "our
largest" in the event it became inoperable. It was determined that even nnder "Snndays low demand" pump #3 could not hold up the elevated tower. We continued testing and operating the
system with the Addison connection fully open and Templeton Pump Station online nntil approximately 3:30 p.m. Tuesday January Isth at which time we switched back to our Marsh Lane Pump
Station. City of Farmers Branch P.O. Box 819010 Farmers Branch, Texas 75381-9010 972/247,'3131 Linked in Friendship with District of 8assetlBw, England, Garbsen and SchOnebeck, Germany.
Internet URL... http://www.ci.fermers-branch.ex.us 
HNTB Corporation 15150 SllMl)'or aMI. r..,pllone (972) 301· _ The HNTB Companie$ Addison, TX 75001 F.,.;mile (972) 301 • 0065 Engl...... __ """""" www.hnth.com Mr. David Robinson HNTB
Operations Manager Pumping Division 2900 White Rock Road Dallas, LX 75214 Arapaho Road -Phase ill Project January 11, 2005 Dear David: Three weeks ago, Archer Western Contractors, Ltd.
scheduled a meeting with you on the procedures for the lowering of the 60"main and to schedule a test shutdown for the section ofthe DWU 6O"main and the associated valves. During this
preparation for the test shutdown of the 60"main that next day, DWU notified Archer Western Conimctors, Ltd. that a issue had arose with the shutdown ofthe 60"main. DWU found that the
water supply connection for the City ofFarmers Branch was on the closed side ofthe valve, which would tum off the water to the City of Farmers Branch Marsh Lane Pumping Station. Since
that time, The City ofFarmers Branch has been performing tests on their SYstem to determine ifthey would be able to maintain pressure and volume when the 60" valve is closed on their
system. The City of Farmers Branch has determined that they will not be able to maintain the required pressure beyond 48-hours. Upon the notification of this issue, the Town ofAddison
and the City ofFarmers Branch began working on an "interconnect" that would supply Farmers Brancb during the work on the 60"main line. This "interconnect" must be installed and 􀁯􀁰􀁥􀁲􀁡􀁴􀁩􀁯􀁮􀁡􀁾
􀀠prior to the shut down ofthe 60" main line. The Town of Addison has requested Archer Western Contractors, Ltd. to reschedule the work on the 60" DWU main until the referenced "interconnect"
can be completed. At the present time the Town ofAddison is attempting to expedite this work and anticipates this work to be completed on or about January 19,2005. We wanted to keep
you informed ofthis matter. Thank you, Guy Van Baulen, EIT HNTB Corporation Cc: Steve Chutchian, Town ofAddison Erling Holey, Dallas Water Utilities Cassia Sanchez, Dallas Water Utilities
Katura Curry, Grantham & Associates Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
Prior to stopping the test, Addison and Farmers Branch met at the interconnection site and took pressure readings with two pumps running in Addison, a 3,000 gpm pump and a 7,000 gpm
pump. . The pressure on Addison's side ofthe meter was approximately 69 psi. Pressure did not increase on the Farmers Branch side and the maximum volume passing through the meter was
1,250 gpm, during this test. Basically, no significant change was realized in the Farmers Branch system with the two pumps in operation. In conclusion, based on the results oftesting
our water system both with and without the Addison /Farmers Branch interconnection, we simply cannot agree to the shut down of the 60' DWU water main at this time. Farmers Branch is
very interested in continuing to work together with Addison and the City ofDallas to find other possible options that would ensure our systems capability and reliability duringJhe lowering
ofthe DWU 60" water main. Please contact me at your convenience. Sincerely, k Pavageaux, P.E. D rector ofPublic Works Cc: Richard Cannon, Engineering Spec' st Roy Smallwood, Superintendent
0 Utilities 􀁾􀀠 . Greg Vick, Assistant City Manager 
/PUBLIC WORKS DEPARTMENT (!172) 450·2871 FAX (972)45Q·2837 Post omce Box 9010 Addison, Texas 75001 ..901.0 16801 Westgrove January 11, 2005 Mark G. Pavageaux. P.E. Director of Public
Works P.O. Box 819010 Farmers Branch, TX 75381-9010 Re: Water System Interconnection Between Addison and Farmers Branch Dear Mr. Pavageaux: .: This is to describe the interconnection
project that we have been working on with you recently. The primary purpose ofthis project is to allow shut down ofthe 60" DWU , water main that feeds the Farmers Branch Marsh Lane Pumping
Station and to therefore furnish a supplementary supply ofwater from Addison to Farmers Branch. The 60" main needs to be shut down so that a portion ofthe main can be lowered to accommodate
the construction ofArapaho Road, Phase m. The secondary purpose ofthis project is to make an interconnection between the two Systelns such that either City can supply water to the other
in case ofemergency. Addison intends to take the lead and bear the cost ofthe interconnection. A tapping sleeve and valve will be installed on the 8" main on Beltwood Parkway in Farmers
Branch and a sinrilar connection will be made on the nearby 8" main owned by Addison. We will attempt to install an 8" turbine meter ifit is received in time. If it is not received in
time, the connection will be made without the meter, and the meter will be installed after the 60" water main lowering project is complete. We have placed a call to TCEQ to advise them
ofthis project. The "capacity" ofthe connection will be a function ofthe difference in pressure between the two systems. Recently, pressure in Addison was 80 psi and pressure in Farmers
Branch was 49 psi. This indicates a significant amonnt ofwater can be supplied from Addison to Farmers Branch. The amonnt ofwater that will be supplied is hard to calculate without a
detailed hydraulic system analysis. We anticipate about 2 MOD can be supplied, and possibly more. Construction ofthe interconnection should be complete Thursday or Friday ofthis week
and we would ask that you begin your evaluation ofthe connection upon completion. We would like to have your approval to shut down the 60" main by Wednesday, January 19, 2005 at the
latest. 
;I Mark Pavageaux, P.E. January 11,2005 Page 2 We very much appreciate your fine cooperation with us on this project. We will keep you informed ofour progress completing the connection.
Please call me at 972-450-2871 ifyou have any questions or require any additional information. Very truly yours, /U.r. Michael E. Murphy, P.E. Director of Public Works Cc:Chris Terry,
Assistant City Manager Jim Pierce, P .E., Assistant Public Works Director Jerry Davis, Utilities Superintendent John Hill, Cowles & Thompson 􀁾􀀠.-.; : :: 
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DWU -Fanners Branch 16" Water Line Interconnect Town of Addison, Texas Oal.: _________ Item No. Item Description Units Quanlltv Unit Cost Total Cost 1 Mobilization LS 1 $ $ 2 16" Concrete
Cylinder Pipe, including appurtenances and necessary excavation and backfill, complete and in place LF 20 $ $ 3 Concrete Thrust BlockinQ CY 2 $ $ 4 60" x 16" Saddle & Service (oer Hanson)
EA 1 $9,560.00 $ 9,560.00 5 18" x 16" Saddle & Service (per Hanson) EA 1 $4,390.00 $ 4,390.00 6 16" Tapping Valve, complete and in place EA 2 $ $ 7 10" Reinforced Concrete Paving Remove
I Replace, including subgrade preparation and curb and (lutter, comolete and in place SY 30 $ $ 8 Erosion Control LS 1 $ $ 9 Traffic Control Plan implementation and maintenance LS 1
$ $ 10 Trench Safety Design and Implementation LS 1 $ $ 11 Sod SY 30 $ $ Total Bid Alternate No.1 $ Notes: 1. Item Numbers 4 and 5 are fixed costs. 
DATE SUBMITTED: February 3, 2005 FOR COUNCIL MEETING: February 8, 2005 Council Agenda Item # f( I 0 SUMMARY: This item is for consideration ofa resolution authorizing the City Manager
to enter into a contract with Mastec & Hanson Pipe & Products, Inc., in an amount not to exceed $79,650, for the construction ofthe Marsh Lane Emergency Water Interconnection. FINANCIAL
IMPACT: Construction Cost: $79,650 Source of Funds: Funds are available from the FY 2004 General Obligation Bond Program, Project No. 83300. BACKGROUND: The third phase ofthe Arapaho
Road extension project is currently under construction and extends from Surveyor Blvd. to Addison Road. Included as part ofthe proposed improvements is the need to lower an existing
60" diameter Dallas Water Utilities (DWU) transmission main in order to accommodate the construction ofan 8 ft. x 5 ft. reinforced concrete box culvert. This main is a component ofa
larger system that provides the majority of the potable water supply to the Town of Addison, and Cities of Farmers Branch and Carrollton. Farmers Branch uses this main as the sole water
supply to the eastern portion oftheir municipality. As a result, it is critical to the City of Farmers Branch that a supply of water is uninterrupted throughout the lowering ofthe transmission
main. The design ofthe water main lowering was performed by DWU and incorporated into the Arapaho Road construction plans. Included in the design is the replacement of an existing 48"
valve with a 60" gate valve. The work was originally scheduled to be performed in January 2005. It is necessary to shut down a portion ofthe 60" water transmission main while it is being
lowered. In early January, a routine coordinaton meeting regarding the 60" main shut down procedure was held between the representatives of the Town, DWU Field Operations, the Engineer,
and Farmers Branch. During this meeting, it was discovered that the Farmers Branch water supply feed to their Marsh Lane Pump Station would be shut offwhen the 60" main is taken out
ofservice. ofservice. Our staffimmediately initiated efforts with Farmers Branch to find an alternate supply source in order to maintain water service during the 60" main lowering. It
was determined that the two municipalities could perform an 
interconnection between two existing 8" lines at a point along Beltwood Parkway and within the boundaries of the Town ofAddison. This interconnection is completed and provides a two-way
feed up to 2 million gallons per day (MOD) for either municipality in the case ofan emergency. In addition, this interconnection is in accordance with the Town's recently completed Vulnerability
Assessment Study. However, this interconnection did not allow for any margin of error in providiog adequate volume of water in the case offire or a main break. On January 20, 2005, the
City of Farmers Branch notified the Town that this interconnection fell approximately 5 MOD short of meeting the winter demand ofpotable water in this portion oftheir community, and
would not agree to the proposed shutdown oftheir water supply feed. On January 21, 2005, the Town's Engineer initiated a search for another alternative to supply additional water to
Farmers Branch. Within a couple of days, it was determined that the existing 18" DWU pipeline at Marsh Lane, which acts as the Farmers Branch water supply feed, could be connected to
the existing 60" transmission main with a 16" line. This is the only remaining viable option, and the interconnection, along with the 8" interconnection on Beltwood Parkway, will adequately
supply Farmers Branch. All parties involved met on January 31, 2005 and agreed to the design that the Engineer quicldy developed. The work will include a 16" tap on the 18" and 60" mains
by Hanson Pipe & Products, Inc. and the installation oftwo valves and 16" concrete cylinder pipe and concrete pavement repair by Mastec. Due to scheduling issues, Hanson can only perform
the taps during the period of February 24-February 26, 2005. This schednle will permit the Arapaho Road contractor to remain on course with the March schedule for performing the 60"
transmission main lowering. Specific requirements regardiog the 16" interconnection are as follows: 1. The 60" transmission main must be lowered and the system retumed to full operation
by the end ofthe month ofMarch 2005. Beyond this time, all affected municipalities will experience a much greater demand for water from the main due to warmer weather conditions. 2.
The existing Farmers Branch water supply feed must be interconnected to the existing 60" transmission main beyond the point ofsystem shutdown. The location ofthe interconnection was
determined to be in the outer southbound lane ofMarsh Lane, and south ofthe railroad tracks. 3. High pressure "wet" taps on the existing 60" main and the 18" Farmers Branch water supply
feed must be made by Hanson Pipe & Products, Inc, which is the only company in this area that has the capability to perform this work. 4. The Town must use a contractor that is equipped
to complete the line and valve connection to the two taps. Subsequently, the Town contacted Mastec for a quote, due to their existing general services agreement to perform this type
ofwork, and their previous association with Hanson Pipe & Products, Inc. 5. The resulting interconnection interconnection will be made between two water mains that are both owned by
DWU. As a result, the new interconnection will also be owoed and maintained by DWU. 6. The interconnection must be made in the outer lane ofMarch Lane and be located approximately 20
ft. south ofthe existing railroad tracks. 
The Town has reached an agreement with Hanson Pipe & Products, Inc. to perform wet taps on the existing 60" & 18" mains, including fabrication ofmaterials, for the total price 0[$18,950.00.
Mastec was also contacted regarding trenching, pipeline insta1lation and concrete pavement removal and replacement. They have proposed to do this work for a cost not to exceed $60,700,
and complete all items related to the emergency interconnection improvements. 1be overall cost ofthe interconnection is $79,650, and must be completed by March 1, 2005. At that time,
Archer Western will initiate the process ofshutting down the existing 60" water transmission line and lowering the portion that affects the Arapaho Road, Phase III construction process.
Beyond the March 2005 time limit, the 60" water transmission main cannot be taken out ofservice until Fall 2005. This would create an extraordinary delay in the contract completion date
and a substantial increase in cost to the Town due to delays imposed on the Arapaho Road contractor. RECOMMENDATION: Staffrecommends that a resolution be approved that authorizes the
City Manager to enter into contracts with Mastec and Hanson Pipe & Produets, Inc., in an amount not to exceed $79,650, for construction ofthe Marsh Lane Emergency Water Interconnection.

$$$$$$SYTIME$$$$$ $$$$$$$$$$$$OGNSPEC$$$$$$$$$$$$$$$ N 1S"INTERCONNECTION PROPOSED ARAPAHO ROAD :.: 􀁾􀀠 :E ::c 􀁾􀀠 4S" VALVE TO BE REPLACED WITH NEWBO" VALVE FARMERS BRANCH FEED v
􀁒􀁅􀁾􀁩􀁲􀁯􀁬􀁯􀁉􀁒NOT TO SCALE ...\TECHPROD\dwu-fb_schem.dgn 0210712005 09:34:31 AM 
Weekly Meeting Agenda Date: Tuesday Feb. 1,2005 Arapaho Road Phase III Time 10:00 AM. Location: Field Office I. Safety Issues I. Keep up maintenance on orange fence. NW has not received
a letter on the site fill work over 60" water line. 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. NW requested a product to use. 1 1-30.
We have received a weld detail for the splice on 12-3. NW is reviewing the detail. Additional details between NW 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.l-II-05 Pricing is pending. 1-18-05. Pending 1-25. 2. Open Submittals:
Hangers PMD III. Old Business I. 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 NW. The grades will
be adjusted. 11-2. Andrew and HNTB will review the grades today. 11-2. NW has requested a revised plan sheet for this area. 11-30. HNTB is in the process of revising plan sheets. Nothing
yet. 12-28. 
No reply yet 1-04-05. Nothing yet. 1-11-05. AJW received the revised plan sheet on 1-20-05 and is reviewing. 1-25-05. IV. Change Orders 1. OPEN C.Oo's AC.M.P B. Lowering of 12" water
at Surveyor C. Extra work at Gas line on Line A 2. Ben is reviewing pricing on: A Irrigation at Comfort Suites B. Paint pricing C. Tee and valve on 16" water line. V. New Business 1.
After field verifYing the elevation ofthe relocated SBC line, there are several areas where 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. A5-C # 3. 12" slotted drain #4.R.W.#2 HNTB has said that SBC will have labor help at the site during the laying ofthe CMP to move the line if necessary. There
are defendant conflicts, why can't SBC move the line now? Any delays to AJW will be tracked on site by HNTB. 2. The location of Lat. B-7 and the Y inlet need to be verified so this work
can be completed. An answer was received by AJW, but a problem still exists A new plan sheet is forthcoming. AJW has received an answer. AJW to review. 1-25. ; . V. Misc. 1. A RFI has
been sent to HNTB about gas,water,sewer and telephone. conflicts, with lines A & B, at Surveyor Blvd. HNTB is reviewing. 1-1 1-05 . A It has been stated that the gas line is abandoned.

AfW request in writing from ATMOS that the gas line at Surveyor is abandoned. B. The water line is to be lowered. C. Cut and cap the abandoned forced main sewer line. D. The SBC lines
have been put in conduit and NW is to go under it with lines A & B. 2. AfW received a letter from HNTB that the 60" DWU water lowering will not take place until AfW is notified to proceed.
3. HNTB has requested asbuilt elevations on the 10" SS line B at Midway Road. 4. The secondary service conduit at the storage tank has been repaired per TXU's request. Concrete encasement
will take place this week. VI. Schedule 1 Review Weekly Schedule 
2/1/2005 .A.R..A..P..A.H-.O-R-.O_-A-D-􀁬􀁩􀁾􀁜􀀴􀀠 Excavate/Embank Brickyard Line A & B (Surveyor) Line A (East Midway) Line A ( Midway) Encase Electrical At Storage Bid. 10" Sanitary
Sewer Line A & C Laterals 12" Water Lowering @Surveyor Fill and Temp WW @Midway Inlets 60" Water Line Lowering Pothole 5" SS @Rink Excavate Midway III Shotcrete Test S.S. Lines A & B
BridgeWork CIP Retaining Wall Drilled Shafts Caps Bent # 10 Cap Bent # 9 Cap Miscellaneous Asphalt Midway Asphalt Detour @Survey C.M.P Switch Midway to Phase II Clean 60" RCP @BY Activity
Description Dirt and Utilities Prod H X P X X X w p M 31 N X R X X X X X a r X T X X I X X X X X X X i i Current Week T W T F 1 2 3 4 X B X C X X X X X t c X X 1X /X X X X i i X /' H
X ////ft V V V V V /'" X /" X X X n n V V SIS 5 X A X G X X X X 9 Q M 7 X S X X X X X X X X X X X X X X X P X X X X Next Week T W T F 8 9 10 11 X R X X X X /' I //' ///' /X //////' X
/" X /" X V V SIS 12 C X X X X X X M 14 I X X X X X X N X X X X X X G X X X X X Following Week T W T F 15 16 17 18 X X X X X /' V V V V V V V V V V V V V /' V X /' X /" /" V X SIS 19
Existing Utility Conflict Need pricing Okayed OlDEN/JOHN LONE STAR TRENCHING Existing Utility Conflict Need pricing Okayed I SUBS/NOTES 
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􀁔􀁾􀀨􀀹􀀷􀀲􀀩􀀳􀀶􀀱􀂷􀀰􀀰􀀶􀀴􀀠 F"";mio(972)361-0065 WNN.hnIb,rom Mr. Ben Withered HNTB Project Manager Archer Western Contractors, Ltd. 2121 Avenue "f' Suile 103 Arlington, TX 76006
Re: Lowering ofthe existing 12" main January 28, 2005 DearDen: 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 January 251h, the Town ofAddison will go with
Option I to utilizing the installation ofisolation valves to help in the process to minimize the work time for lowering ofthe water main. But, after review ofthe unit price ofthe 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 ifpossible 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 ofthis 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, 41h edition so woIk may proceed. In review ofthe work item ofDLB 12" C-909 Pipe:
The unit price for this item will be accepted. For the bid items 4 & 5; "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, Guy Van Baulen HNTB Corporation Cc: File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
􀀰􀀱􀀯􀀱􀁾􀀯􀀲􀁇􀀰􀀵􀀠 21:37 972-919-2606 CITY OF FB PAGE 81102 January 20, 2005 Michael E. Mu!phy, P.E. Director ofPublic Works P.O. Box 9010 AddisolJ, Texas 75001-9010 RE: Water System
IntercollD.eclion Between Addison and Farmers Branch Dear Mr. Murphy. As you are aware, constructi,on of!he 􀁾􀁮􀁴􀁥􀁲􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁩􀁯􀁮􀀠which con.neets water systems between Addison
and Farmers Branch was completed 011 Friday Januaty 14, 200S. Testing ofthe interconnection began at approximately 3:00 p.m. OJ) Friday with the 8" connection bcing fully opened. This
test.ing showed that Addison could furnisb approximately 1,350 gprn to Farmers Branch tbrough the co.nnection and raise our syste.m pressure approxinlately 4 psi. A 3,OOQ-gpm pump at
the. Celestial Pump Station was running when these conditions were noted. No pumps were running from the Farmers Branch system and our Elevated Tower was at 21..3 feet of42.5 feet or
approx.imately 50% fuR At this time, we started Pump #4 "our largest" pump available at out Templeton Trail Pump Station to begin the refill eycle ofour Elevated Tower and to maintain
system pressure. Other additional pumps were also put on line in coojunction with Pllmp #4 but system preS5U(e did not increase. The end result filled our Valley View Elevated tank to
38 of42.5 feet in approximately 17 hours a.t 9:11 p.m. Saturday January 15. At 3:00 a.m. SundayJanuary 16'h, the elevated tank was full at 42.S feet, some 23 hours in total since beginning tbe lest. At this rate of fill any main break or system failure would severely affect our
ability to supply water to the east side of the City. At this point !he Templeton Station was started again using pump #3, which would replace pump #4, "our largest" in the event it
became inoperable. It was determined that even !roder "Sundays low demand" pump #3.could not hold up the elevated tower. We continued testing and operating the system with the Addison
connection fully open and Templeton Pump Ststiononline until approximately 3:30 p.m. Tuesday January 18'" at at which time we switched bacle to our Marsh Lane Pump Station. City of Fem'lSr.
Branch P.O. Box 919010 Ferm.rs Branch. T.""9 75381-8010 972/247-3131 U"".d in friendship with District of BSllllellaw. Englond. Gorb••" end 5chlinebeCl<. Germeny. Internet tlRL... htlp:I/WINW.ciJ...m
ersoIlr.nch.t..... 
61/19/2e05 21:37 972-919-261'l6 CITY OF FB PAGE 82/112 Prior to stoppi.ng the test, Addison and Farmers Branch met at the interconnection sj.te and took pressure readings with two pumps
I'Ullning in Addison, a 3,000 gpmpump and a 7,000 gpmpump. The pressure on Addison's side ofthe meter was approlC.imately 69 psi. Pressure did not increase on the Fanners Branch side
and the maximum volume passing through the meter was 1,250 gpm, during tbis test. Basically, no significant cbange was realized ill the Fanners Brallch system with the two pumps in operation.
In conclusion, based on the results oftesting our water system both with and without the Addison I Fanners Branch interconnecti.on, we simply cannot agree to the shut down of the 60'
DWU water main at this time. Fanners Bran.ch is very interested j]1 continuin.g to work together with. Addison and the City of Dallas to find other possible options that would ensure
our systems capability and reliability during the lowering ofthe DWU 60" water main. Please contact me at your conve.nienee. Sincerely, 􀁾􀁾􀁾􀁶􀁾􀁡􀁾􀁧􀁾􀁥o􀁡f P􀁵u􀁸bl􀀬ic PW..Eo.rks
Cc: Greg Vick, Assistant City Manager Richard Cannon, Engineering Spec' list Roy Smallwood, Superintendent o(Utilities 
Weekly Meeting Agenda Date: Tuesday JaniS, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues .I", t 􀁾􀀧􀀿􀀠 I. Keep up maintenance on orange fence.
,f 1(/􀁾􀀩􀀠 􀁾􀁴􀀠tPl( 􀁾􀁦􀁪􀀠 2. Maintain 4" reflectors. Several reflectors have came up. 􀁾􀁲􀁑􀀠BTA is scheduled to come in. 􀁾 3. 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. AlW will be compensated for the message boards. AlW will write a
letter requesting compensation for the message boards. AlW picked up four of the five message boards on Monday 12-27-04, per HNTB. HNTB requested A/W to set reset the four boards on
\-3-05 for two more weeks. Additional striping was added to the Midway detour on 12-2S-04. When are we to remove the message boards? We are to leave in place until told otherwise. II.
Submittals L 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. AlW requested a product to use.lI-30. We have received a weld detail for the splice on 12-3.
A/W is reviewing the detaiL Additional details between A/W 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 not<;d.l-II-05 Pricing is pending. 1-18-05. 2. The MSE wall shop drawings have not been returned to A/W. A/W 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. III. Old Business 1. A new Irrigation plan sheet for Comfort Suites is forthcoming. AJW received the revised plan sheets on 12-2. American
Landscaping is pricing. HNTB should have this by 12-21. HNTB should have pricing from Andrew by 1-7-05. WAITING ON ANDREW. 2. The Town asked about the paint submittal for the arches.
Ben explained that system II paint is not tenable. A similar painting system will be submitted. A letter from Sherman Williams has been given to the Town. I 1-2. The Town is leaning
toward the Tnemec paint for the arches. 11-30. A meeting was held on 12-\ for the rail painting. 12-7 HNTB said to proceed with the Tnemec paint. Ben is reviewing pricing. Nothing yet.
1-11-05. 3. 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. AJW has requested a revised plan sheet for this area. 11-30. HNTB is in the process of revising plan sheets. Nothing yet.12-28. No
reply yet 1-04-05. Nothing yet. 1-11-05. IV. Change Orders 1. Irrigation lines at Comfort Suites. HNTB should have pricing by 1-7-05. WAITING ON ANDREW. 2. Tee for irrigation line off
16" line. HNTB should have pricing by 1-7-05. WAITING ON ANDREW. 3. Lowering of 12" water line at Surveyor. V. New Business 
I. A traffic control plan has been submitted to the Town for detouring Surveyor Blvd. during construction at this location. The town does not want to salvage any of the plants at the
pump station. Has this ITC been approved? The TCC has been approved. I-I 1-05. Closed. 2. After field verifying the elevation of the relocated SBC line, there are several areas where
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 10catiollB.
Work needs to proceed on these items. What is being done about the following phone line conflicts? # 1. La!. A-SD # 2. Lat. AS-C # 3. 12" slotted drain #4.R.W.#2 HNTB has said that SBC
will have labor help at the site during the laying of the CMP to move the line if necessary. There are defendant conflicts, why can't SBC move the line now? Any delays to AlW will be
tracked on site by HNTB. 3. The location ofLat. B-7 and the Y inlet need to be verified so this work can be completed. An answer was received by AlW, but a problem still exists A new
plan sheet is forthcoming. V. Misc. J. A RFI has been sent to HNTB about gas,water,sewer and telephone. conflicts, with lines A & B, at Surveyor Blvd. HNTB is reviewing.1-11-05. 2. Has
the conflict with the gas line at Midway been resolved? VI. Schedule 1 Review Weekly Schedule 
i 1117/2005 ARAPAHO ROAD .-.:. Current Week Next Week Following Week Arch.:-r ""':::<r•.:m1 .' , M T W T F SIS M T W T F SIS M T W T F SIS C·ont!'"fIctors Activity Description Prod SUBS/NOTES
Dirt and Utilities 17 18 19 20 21 22 24 25 26 27 28 29 31 1 2 3 4 5 /' ./' •Excavate/Embank Brickyard /X X X X X '/X X X X X /iLineA & B (Surveyor) H N T B H A S P R I C I N G /Existing
Utility Conflict Line A (East Midway) X X X X X V X X X X X //Line A ( Midway) ;K X X 1/X //Existing Utility Conflict Box Culvert Line B (Tie-In) X X X ///Existing Utility Conflict 'Lower
16" Water Line X X X ///' Need Picker PM Tuesday 10" Sanitary Sewer X X X !///' Line C & Laterals X X X 1/X X X X X //12" Water Lowering @Surveyor X X X X //Need pricing Okayed ,Fill
and Temp WW. @Midway X X X X X X X //,Inlets X X X X X X //􀁾􀁡􀁴􀁥􀁲 Line Lowering /X X X X X X X X X X /Pothole 5" SS @Rink ///! ///BridgeWork //' /iTrenched Ret. Wall /X X X X X V
X X X X X /CIP Retaining Wall /V X X X X X /,Drilled Shafts /' X /' /' Need Pad by 24th and Layout ,Caps X X X P P X X X X P P X X X X P P /' iBent#10Cap X X X X X /' P P P /' /' Bent
# 9 Cap X P P X X X X X X X X X X X P /' Miscellaneous Asphalt Midway X Asphalt Detour @Survey 0 N H 0 L D H N T B Existing Utility Conflict Switch Midway to Phase II X 􀁾􀀠 //' /' 
HNnJCoxpon:Oon 15150 $orval" Bl.<t 􀁔􀀮􀁾􀀨􀀹􀀷􀀲􀀩􀀳􀀶􀀱􀂷􀀰􀀰􀀶􀀴􀀠 TEhne9 _HNTB Q_)mpa1ies PI»_ Addison. ]X 75001 F""'miil (972) 361 ·0065 w.ywJItlIb,oom Mr. Ben Withered HNTB Project
Manager Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 January 18, 2005 Dear Ben: On behalfofthe Town ofAddison, Archer Western is request ofproceed with
the construction ofthe 10" Air Release System that remain to be built on DWU property in timely filsbion. Because the original proposal for the Reference above work was submitted on
September 9th, 2005 (dated: 􀁓􀁥􀁰􀁴􀀮􀁾􀀬􀀠2005), and the cost of material and the estimated time frame may have changed due to site conditions. The Town of Addison has requested Archer
Western Contractors, Ltd. to review their original proposal, along with HNTB review and provide any cost adjustments and provide any time associated with the extra work. Thank you, Guy
Van Baulen HNTB COIpollltion Cc: File Steve Chutcbian, Town of Addison Jerry D. Holder, HNTB Cor
poration Labor Date Layer (2 Men) Pipe Layer (2 Men) $ Layer (2 Men) $ $ $ Complete Fonnen Laborer (2 men) Operator Time Cost 40.00 4 $ 31.70 8 $ 31.15 4 $ 45.00 0 $ 200.00 317.00 155.75
160.00 253.60 124.60 1,200.00 1,902.00 934.50 440.00 600.00 951.00 467.25 Costs Equipment Date Equipment Rate Time Cost 1201 Pipe System cat 430 backhoe FoRI F-250 Pickup $ $ 36.00 9.15
12 12 $ $ 432.00 109.80 10 Air Release Cat 430 backhoe FoRI F-250 Pickup $ $ 36.00 9.15 30 30 $ $ 1,080.00 274.50 Manhole Complete FoRI F-250 Pickup $ 9.15 15 $ 137.25 
SS Mesh 6" Soil Pipe Misc Concrete Class A $ 9.06 $ 8.23 $ 62.50 1 10 1 $ $ $ 9.06 82.30 62.50 Precast MH wI footing Forms Concrete Class F -COG 72" Dia Precast Riser Rebar -Ibs #4 @12"
Both Ways Pipe Bedding PVC Drain Pipe Flowable Fill 72" Dia Precast Riser-VF 72" Precast Slab Top 40" Ring and C!lver $ 2.00 $ 66.60 $ 176.50 $ 0.50 $ 12.50 $ 10.00 Not Req'd $ 176.50
$ 576.75 $ 1,559.54 51 4 1 75 1 1 8 1 1 $ $ $ $ $ $ $ $ $ 102.00 266.40 176.50 37.50 12.50 10.00 1,412.00 576.75 1,559.54 Dirt Work Around Manhole Borrow Soil -6 Truck Loads $ 8.00 72
$ 576.00 Subtotal = $ 17,748.28 Total Matenal Cost at 15% = $ 2,662.24 I$ 20,410.52 I Estimated Total Cost = $ 37.130.431 
DRS January 17, 2005 Mr. Steven Z. Chutchian, PE Assistant City Engineer 1680 I Westgrove Drive P.O. Box 9010 Addison, TX 7500 I -90 10 Re: Arapaho Road Bridge at Midway Road Phase IT
-Construction Services Invoice for Professioual Services Dear Mr. Chutchian: Enclosed please find our invoice for Professional Services during the construction ofthe Arapaho Road Bridge
at Midway Road for the period from November 26, 2004 to December 3 I, 2004. Also included is our Progress Report for this period outlining the services provided. Sincerely, URS Corporatiou
Cliff R. HalI, PE Proj ect Manager Enclosure URS Corporation Graystone Center 3010 LBJ Freeway. Suite 1300 Dattas. TX 75234 Tel: 972.406.6950 Fax: 972.406.6951 
Monthly Progress Report Construction Services for the Arapaho Road Bridge Over Midway Road URS Project No. 25334402 Period: From November 26, 2004 to December 31, 2004 1. General Accomplishments
I. I Responded to questions from HNTB and RFI's from contractor. 2. Progress This Period 2.1 Responded to RFINos. 38 2.2 Responded to questions from HNTB regarding the U-beam connection
detail in Spall 9. 2.3 Redesigned the U-beam connection detail in Span 9. This was a design change requested by HNTB & the contractor 2.4 Revised and submitted drawings to incorporate
the new U-bcam connection detail. 2.5 Responded to questions regarding hanger lengths and shop drawings for hangers. 3. Anticipated Next Period 3. I Respond to RFls 3.2 Respond to HNTB
questions. 4. Schedule Status 4.1 All outstanding questions have been responded to. 5. Issues /Impacts 5.1 None. 
...... ta.. " 15150 Sum!yIlr 8Iv!l. Telephone (912) 361-0064 lIle HNTIl CompM1 .. AddIson, TX 75001 rl••lml!. (912)361-C065 E'hlI"'"'" Archlted:s P!annors www.hntb.com Mr. Ben WlI:hered
HNTB Project Manager Archer Western Contractors. Ltd. 2121 Avenue T Suite 103 Arlington, TX 76006 Re: 20 ft Street Light Poles Bases January 17,2005 Dear Ben: A conQlrn has arisen during
the review ofthe proposal that was I'ealived on January 9"'. for the above referenQl subject. . Within the proposal for the six (6) new street pole bases. the statement indicates that
the Lump Sum for these poles includes the cost to furnish and iDstill. The problem with this statement is that the cost to install the poles is already compensated for within the rontract
bid item. Archer Western Cont:racton, Ltd. is review this and creditthe valve for installation of the six street light poles to retIex the cost for only furnishing the bottom section
of the entire street setup which is only a 16 ft base section. Th/t JbJ---Guy Van B=Jln HNTB Corporation Cc File Steve Chntcbian, Town of Addison JerryD. Holder. HNTB Corporation 
N -I• " ..• •I I o ,. 40 60 80 II -=:----I I I ,-----=-.:::.:::':::-":-'::-':--.01"'" WlDTHVARlES 1 @I \..K 0""",,,"" '"''''' I I I SCAlE IN FEET GENERAL NOTES: 1.) WfUT'fENDM!NSIOKSANDC('X)ROltb\TEO
ATASHAU..GOVERH 0VVl SCALED OIMlENstOHlt z.) SEE THE SlIRVE'f 􀁾Pl..AH SHiEEfS wrrnlM THIS seT 􀁆􀁏􀁒􀁾􀁔􀁅􀁾􀁐􀁏􀁊􀁉􀁲􀁉􀁔􀁉􀁍􀁆􀁏􀁒􀁍􀁁􀀱􀀧􀁴􀁏􀁎􀀮􀀮􀀠 1) AU.1MJ'IROVEMeHTS SHAU...
BE STAK£D 1M THE FIELD BY ilti;: CONTRACTORAND APPROVED BY THE lAHOSCAPE ARCHITECT AHO a.vNER'S REP. PRIOR 10CONSTRUC'noH OR INSTAl.LATlOR 4.} llie CQNT'lV!.C'l'OR SHAU... 'll'::.R1FY
AU. 􀁾UNES 1M Tli£ FiELD PRIOR TO S£GINNINGWORK. ri.) CONTRACTOR SHAU. \lERJFY AU.I.1l1U'TIESSWOWN OHTHESE Pt..AHS AS WEU.AS ANt OTHeRS IN FlElDPruOR TO START oF CONSl'FtlJCnOM. e.)
AU. COHSTRUCTlON WILL. 􀁾􀁏􀁒􀁍 TO THE TOWN OF AODISON STAlliCAROSAlliD SPECIFICATlONS. AS waL AS, f\t('( GOVERNING TXOOT OR RAlLROAO STAlliDAROS ANO SPECIFICATIONS RELATED TO TJ(IS
PROJECT. 7.) AU. OlMSHS101tS ARE TO BACKOF CURS OR EoGE OF PAVEMENT lINLESS OTHEftWlse NOTJiiO, 8.) REfNFORCE"MeHT SHOI.tI.O aE CONTINUOUS THROUGH CQN"TROt .JOINTS. 9.) THE CONTRACTOR
WIll. COOROlNATE ..STAUATION oF AU. SIGNS, PAV£MtmT MARKINGS AND OTHER TRAFFIC CON1'i\OI. 􀁾􀁉􀁃􀀺􀁅􀁓 BV THE errv 0!JmNG CONSlHUCTION 10.) AU.PROPOUOGRAtiES INOiCATEDPItE. FHSHEO GRADES.
11,) AU.l.ANO FORMS, SWAI.E5.ANDGAAOES SHAllSE ANiSHEO TOaEA SfotOO'T"H. FLOWING. ROUNOEO SURFACE PROVIDING POSITM5 DIWNAGE AHO VISUAL t..ANlOJl'ORM CONTlNUITY. I· I 12.) ORA.OING FOR
ilti;: IMPROVEMENTS sHALL OCCUR AS OlR£CT£D BY I I tMOSCAPE A.l'tCHfTECT'MTH THE FOU.OWING GUIDELIN£S:: I -AlL WAI.J(S SHAll KAYE A CROSS SlOPE OF 2% IN TI1E OIRECTJON OF THE OOWNHIIJ.
SIDE. 􀁾􀀠 I • THe LONGrruoINAl.. SLOPE OF THE WALX$ SHALl.. NOt EXCE.EO 􀁾􀀠 13.) M(U?AR1·HEN SlOPes SHAIJ. 8e.F"REATERlHAN 􀁾􀁬􀀮 I' •I -LAYOUT COORDINATE TABt.E N 10133.08 􀁾 : 􀁩􀀺􀁓􀀺􀀮􀀤􀁾􀀠
􀁾􀀺􀀽􀀽􀀠 G!!I NOTIJSED [@I 􀁾􀀠􀁾􀁧􀁾􀀺􀀺􀀠 f.!2!I E '0068.81 􀁾􀁾􀁾􀀽􀀺􀀠 􀁾􀁾􀁾􀁾􀀺􀀠 􀁾 HOrUSED 􀁾 NOrusm 6E•J NE; 1iO01.$t1a..e»r IillI 􀁾􀀠􀁾􀀽􀀺􀁾 I!iI 􀀽􀁾􀁾􀀠 􀁾􀁾􀀺􀀺􀀺􀀠
1!2!1 Ne 101ST.48 BE HOTUSED 9960.06 lllil 􀁾􀀡􀀺􀀺􀀺􀀠 (ffi] 􀁾􀀠􀁾􀁾􀀧􀀺􀀺􀀠 N 1011'T,uT 􀁾 􀁾􀀺􀀺􀁳􀁾􀀠 􀁾􀀺􀀽􀀺􀀧􀀠 E UUiWI'$ (lliJ : i::ke:: 􀁾 􀀺􀁾􀀺􀀺􀁾􀀠 t.EGENO: 􀁾􀀺􀀺􀁾􀁾􀀠
􀁾 NOTt.tSEP [ill) 􀁾􀀠􀀺􀁾􀁾􀀠 ffi11 : 􀁾􀁾􀀺􀀺􀀠 @!I 􀁾􀀡􀀺􀀽􀀠 8RtCKPAWIG 􀀨􀁓􀁅􀁅􀁓􀁾􀁮􀁄􀁎􀁓􀀩􀀠 CONCRETE; 􀁗􀁁􀁾􀁋 CENTERUNE CURVE DATA 􀂷􀀭􀀺􀁾􀁾􀁾􀀺􀀻􀀺􀁾􀁾􀀢􀁾􀁏􀁾􀁏􀁾􀁕􀁾􀀻􀀭􀀺􀁾􀀽􀀭􀁾􀀺􀁎�
�􀀬􀁎􀀺􀁇􀁾􀁗􀀺􀁾􀀮􀁾􀀭􀁾􀁾􀂷􀁾􀀺􀀺􀀭􀀱􀂷􀀺􀀭􀁾􀁾􀀺􀀻􀀺􀀺􀁾􀀺􀀮􀁯􀁾􀀻􀁾􀀻􀁾􀁾􀀺􀁾􀀻􀁾􀀺􀁷􀁾􀀮􀀺􀁾􀀺..􀁾􀂷􀀠 """"CO!Il!UlS 􀀨􀁓􀁅􀁅􀁾􀁮􀁏􀁎􀁓􀀩􀀠 􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭 NOSecu.M'YruCE CURVE
RAOIUS ARC TANGENT • BEARING COORD $ 76·51"41"W DELTA 33.13' G ENO OF MSE Wi'll AND FlUSH BEGIN MOOUlAR RETAINING WAJJ.. C4 12*40'49" 150,00' I 33.:20' I 18..6T 350,00' , 110,54' S 14*SO'46'"W
C7 18*5"47'" i 55.14' 110.09' co WfSACKOFWAl.K ) 22"25'1,· 100.00' I 39.13' 19.BX S81"43'srW 36.88' 2'"42'10150.00' I 56.62' 28.15' S81-znrW 56.48' 8 RETAINING WALL LAYOUT -ENLARGEMENT
C10 10"Stror 1000.00' I 19O.8S' 95.72' N84"S1'sr e 190.5T -_·-GOO --C1l -""-􀁾􀁬_______________________________________________________________________________________________________________________
________________________________________________________________________________________􀁾􀁾... 􀁾􀁰􀀠 􀁾􀁾􀀧􀀢􀁾􀂷􀁾􀀢􀁾.. lIP VNl6 una 􀁾􀂷􀁾􀂷􀁾.. 􀁾􀁾􀁾􀁾􀁾􀁾􀀱􀀳􀁾􀁾􀁾􀁦􀀢􀀢􀀢􀁾􀁾􀀢􀀢􀁾􀁏􀁏􀀺􀀮�
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'JI14' _ -.t L __-T,W. e:3O,SO ,\ T.W.62Q.8l 
) I", I '--,..0. I , " I I' I' '-_---􀀧􀀤􀀡􀁾􀀠T,w.!I3Om j T.W. tl29Jtl .----------􀂷􀀭􀁍􀁏􀁏􀁕􀁉􀀮􀁁􀁒􀁒􀁅􀁲􀁁􀁬􀁎􀁉􀁎􀁇􀁗􀁁􀁌􀁌􀀻􀁾􀀠 NO$!CURflYFl!.NCS 􀁾􀀠 eEGIH MOOIJI..iIA R£TAlI\lING
WALL G ENOOF MSEWAU.AHD FUISH WI BACK OF WAU( 8 RETAINING WALL LAYOUT· ENLARGEMENT .􀀮􀀺􀀻􀀺􀀽􀁾􀀽􀀺􀀧􀀻􀀺􀀧􀀮􀀠 END RETAINING W/IJJ.. APPROX. Sf.... $ff<Tt50 LAYOUT COORDINATE TABLE
(@􀁾􀀽􀀵􀁣􀀺􀀧􀀠 􀁾 􀁾􀀠􀀺􀀬􀁾􀀮􀀺 8::: 􀁾 N 10123.00 1 􀁅􀁾􀀱􀀠 Iilil : 􀁾􀁾􀁾􀀠 ---,.' 1:3 SlOPE loW' 􀀬􀁾􀀡􀀮􀀮􀁴􀀠 .).l: • CURVE I DELTA RADIUS ARC TANGENT, BEARING I CHORD C4 ,....,....
150.00' = 16.67' S 􀀷􀀶􀁾􀀵􀀱􀀧􀀴􀀷􀀢􀁗􀀠 I 3113' C7 '''5'41' 350.00' 110,54' 55.14' S74·.......W=t= 110M CO 22"25'11" 100.00' 39.13' lU:t S81 co 21-42'1D" 150.00' "",.. 2,..,S" S 81'£2'2rW
C1. 10"56'01" 1000.QO' I 190.86' '5.12' 101 84"31'57"'E I 1!lO.51' LEGEND: ...•. .' .'. SAlCK PAVING (SEE SPEOFICA.TTONS) FWER COI!8LES 􀀨􀀤􀁾 speCIFiCATTDtiS) EXPANStONJOlNlS COHTROL
JOINTS I I I [§ID 􀁾􀀠=: I§!I NOT USeD Jm] 􀁾􀀠􀁾􀁾􀁾􀀺􀀺􀀠 !ill] 􀁾􀀠􀁾􀀽􀀺􀀺􀀺􀀺􀀠 􀂧􀁬􀁾􀁩􀁾􀀠 1!§ NOTUSEO 􀁾 NOTUSED Iill1 111 101&5.39 § N 10092.00 E 1D151.81 Ill!1 􀁾􀀠􀁾􀀽􀀻􀀺􀀠
E 􀀱􀀰􀀱􀁾􀀷􀀲􀀠 t121l : =:: 􀁾 NOTUSED !!E1 􀁾􀀠􀁾􀀺􀀽􀀺􀀺􀀠 ffij] 􀁾􀀠􀁾􀁾􀁾􀀠 fiiI N 10111,1191 􀁦􀁦􀁩􀀱􀀺􀁾􀀠 E .fUll1Z.Ol fii1: ::: 2J 􀀺􀁾􀁧􀀺􀀻􀀠 t!2IDN¢TUSED Uill 􀁾􀀠:!:::;
ffiID : 􀁾􀀺􀁩􀀺􀀧􀀺􀀠 I§il 􀁾􀀡􀀽􀀺􀀠 CONCReTE WALK CENTERliNE CURVE DATA N •I SCALE IN FEET GENERAL NOTES: 1.} YmlTTENOiMENmONSPMlCOOROJt.iATEDATAStWJ.G¢VE.RN ove.R SCAl..ED OtMENSlOHS.
2..) SEE. THE SIJRIIE"r' CONTROL PI.AH SHE£T$ Wl"rnIN ms SliT FOR 􀁾􀁔􀀧􀁅 CONTROl POJNT 1Nf'ORMA't'lON. 3.) AU.IMPROVEMENTSSHAU.. BESTAKEtl: IHl'Hef1EUl IN THE CON'TRACTOR AND APPROVED
SVTHE LAHOSCAPE AACHrrECT AND OWNER'S REP. PRIOR TO CONS'T'i'tUCTlON OR INSTAllATiON. <t,) me: CONiAAC'TOR SHAlL VERIFY ALL EASe:MENTUNES IN THe Fle'l.OMOR TO BEGINNING WORK. 80 5.)
COIfl"IW::'fOR SHAU. VERIFY AU. UTlU'l'lES SHOWN ON n-IESE P\..AHS AS waLMiNff Ol1-!ERS IHFlaDPRIOR 􀁔􀁯􀁳􀁲􀁁􀁒􀁦􀁏􀁾􀀠CONSTRUCTION. "I ALL CONST'RIJCTION WIll. CONFORI.' TO THE T'O'tIM
OF ADOlSON STANOAROS ANO SPECmCATIOHS, AS WEll.AS. NffGO!Jl':'Rt.iNG TXOOTORRAllROAOST.ANOAROSANDSPEClF'tCAllONSftEl.ATED TOn-lJSPROJE(:T, l.} ALL OIMENSIONS ARE TO BACK OF CURS OR EDGe:
OF FAVEMENT UNI.ESS OTHeRWISE NOlED. 8.) REINFORCEMENT SHOULD Be CONllNVOUS mROOGH CONTROL JOINrS. II.) -me CONTRACTOR WILL COORDINATE INSTNJ..Al1ON OF ALL SIGNS, PAVEhlENr MNOONGS AND
OTHER TRAFFIC CONTi'IOL DEVICES SY THE crrv DURING CONSTRUCTION 10.) ALL AAOPOSED GRADES INDICATED MeFlNISHeP GRADES. 11.) ALL LAND FORMS. SWALeS, ANO GRA.I.)£S SHALL Be FINISHeD TO
BE A SMOOTH. Fl.OWlkG. ROUNDED SURFACE PROVIDING POsmvE. 0RAlHAGE AND VlSUAl.l.Al«lFORM CONnNVfT'Y, 12.1 GAAOING FOR THE IMPROVEMENTS SfW..L OCCUR M DIRECTED fN l.ANOSCAPEAACHrrECTwrrti
THe FOlLOWING GQJlEUNES; ·ALl WA1J<S SHAl,l,. HAVE A CROSS SLOPE OF Z'% IN 11-Ie: DIReCTION OF THE DOWNHILL SlOE. • mE LONGlTUotWol. Sl,.OPE OF me: WA1J<S SHALL NOT EXCEED 5%. '3.) NO
EARUlEN SLOPES SHAlLue FREA"l'ER'1W.N3:1. 195 I : I ;:, i i =JIIRCluITCrs 􀁅􀁨􀀧􀁇􀁉􀁾􀁲􀁲􀁒􀁓􀀠PLANNERS ; ; n.. 􀁈􀁾􀀱􀀹􀀠c_.."""'.. 65+00 TO 70+00 LAYOUT & DIMENSIONING PLAN 
-P-tDt 􀁾􀀰􀀠I Dvv\J fv\"TGt 􀀮􀁊􀁾􀁴􀁖􀁕􀁾􀁦􀁖􀁻􀀠 􀁾􀁪􀀠􀁜􀁾􀁳􀀬􀀠 CoW'-ff¥.!.J . HYTe #NTI3>. OX""\ or 􀁜􀀭􀁦􀀺􀁾􀀠􀁾􀁬􀀼􀁁􀁎􀁾􀁲􀁨􀀠 .c,c,!1.-􀀢􀀮􀁾.r3. .. " -PflowC""" . '11Z. 􀀢􀁊􀁑􀀨􀁏􀁬􀀭􀁓􀀭
􀁾􀁵􀀮􀀬􀀠" . .􀀷􀀭􀁊􀀴􀀭􀀺􀁅􀀮􀀾􀁬􀀷􀁾􀁦􀁪􀀲􀀷􀁴􀀮􀀯􀀠 '91 .. 9Yl-Z<4I2. 􀀹􀀿􀁾􀁓􀁾􀁾􀀺􀁾􀁢􀀩􀁾􀀧 Oll't b701lg"..:L ".. 􀀱􀀾􀀴􀁊􀁊􀁾􀁉􀁊􀁾􀁴􀀱􀁴􀀻􀁜􀁾􀁬􀀻􀁾􀀠.. 􀁾􀀱􀀮􀀠􀀧􀁬􀁊􀀱􀀮􀀱􀁴􀁩􀀩􀀮􀁾􀀱􀀭􀀧�
�􀀮􀀤􀀺􀀧􀁩􀀠 J)c.JtA-1)JJ.'1"\ DvJlL 7)Nu., t ,'I " 'j i : III, I' I ! 􀁺􀀮􀀮􀀴􀀬􀀨􀀬􀀢􀀢􀁴􀀿􀁾􀁊􀁯􀁯􀀿􀀠 (P'1t) 􀁾􀀨􀀩􀀢􀀠\ . 􀁚􀁬􀁴􀁬􀀨􀀰􀀷􀀮􀀰􀀵􀁓􀁾􀀠 2.14-􀁾􀀧􀁩􀁬􀀠-.1551 '172-:-Cf--9
-23K6 172..-f,'I-'6;,?"1 112-%t)-;J..d'79 􀁾􀀺􀀻􀁴􀀻􀁊􀀥􀀧􀂣􀁹􀀠 972 'is"c -;)..tf'{7 
HiVTB COll'omtiol1 -Project Swms Reporr Project: 􀁾􀁡􀁨􀁯 Road -Phase III I Client: Town ofAddison, Texas • Report No.: 6 i Time Period: 1/15/05 through 1/21/05 •Prepared By: GVB IWork
Started or Progressed • 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 of Storm Sewer Line C and Lateral to inlets • Continue installation inlet on Lateral along Line A, B & C Storm Sewer • Building
Pormwork for Concrete placement for the Bridge Caps 6 & 7. • Building and setting reinforcement 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 IWork Scheduled to be Perfotmed During Next Week • Utility 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 HNIJ3 CatporatifJ1J
Poge 141 
Sin Andrew Schneemann 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 Item No. t New Bid Item 1 I Install Isolation Valve 􀁾􀀠 Qtv 2 Unit EA Unit Price $ 2,861.53 $ Total 5723.07 , I i I V
2 3 4 ' Relocate Building Service DLB 12" C-909 Pipe Install 12" Ca!)s 1 70 4 LS LF , EA $ 1,485,02 t/I $ 162.07 $ 782.68 $ $ $ 1485.02 i 􀀱􀀱􀀬􀀳􀀴􀀴􀀮􀀹􀁾􀀠 3130.74 i 5 􀁾􀀠 Tie in
after Testing 6 I Remove and Reelace Concrete t I 2 EA 61 Sy $·Hi9Q:llB:: . $( 14623! $ $ 3381.76 877.40 The prices include 15% OH&P and 2% Insurance & Bonds. 􀁾 c 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 the pipe toqether
after testing (bid Item 4 & 5) Please direct which Option we are to use fon, plea .. ,' .--' , , , Ass!. Project Manager Enclosure XC: Ben Withered Don Good File 
Jan 1205 01:52p Town 􀁯􀁾􀀠Addison 972 71S OS34 p.3 ()AVIS EXCRVATI!l4 fax:2147338043 Jan J.L .GO\.O J.':>-1'4 r .. v..; Davis ExeawtioD. Inc. DAlE: l2-1a.n-OS " TO: Town OfAddison P.O.
Box 9010 Addiso.o, 'IX 15001 Attn: Mr. JerryDavis PrDject: Hool E. Beltwood Parkway -Water vault for Addison f FI1IDlCI'S Bra.oI:b Connection Subject: Dear Mr. Davis: Thank you for notiiYiog
us of our opponunity to perfbmI the installatioo of vault and connections of Town Of Addison and City Of Fannm Brandi water systems on this Project for the price of 512,823.06. Davis
plans fOr our'MlJfc: to take: place trom 13-I1IJl-OS to 13-1an-05. In the absenl::e ofa furmal oontra.ct, _ must have writtlln authorization to work. TherelOn; please sign this dOCUU1el1t
IIlIthori2iIIg us to begin. work as pbu:wed. I rea1U:e that this Letter of Authorization may be cbauged or x-eplaced by a fuIDIal COIlIfaCI: or Purchase Order at a later date. Sincerely,
Davis 􀁾􀁡􀁶􀁡􀁴􀁩􀀮􀁯􀁬􀁬􀀠 􀁾􀀭􀁤􀁴􀀺􀀭􀁰􀀭􀀭􀀯􀀠 Mark Brandenburg E.V.P. I hm:by authorize Davis ExQlvatiOD. to work OD this Project. BY, 􀁾 fb,/. f.uh /,< W, Piruln. , DATE: ,1-12-0)
-1
Jan 12,05 01:511" Town 􀁯􀁾􀀠 Addison 972 716 0934 p. 1 JC'1It J.L ,/;,VVJ j.,J."," I 􀁾􀀠v ... unv"".., LJ"\V1"nlJ.UI" • a .... ·"J..... 􀀧􀁾􀁶􀀠 P.O. Box 1169 Van Alstyne, TX 75495
(214)733-8042 ok. (214)733-8043 fax ,info@davisexcavation.com pl:erc.e "" 􀁍􀁲􀁾􀀠 "'-Malk8nlndenbwv RIlla 􀀹􀁾 'Tn r..{SO.l837 ....... .... 31nC._ ;> IIIIrIIc 12-Jan-05 -QuoIa-WalerVllul/15001
&, I!eIlWIXIdCCc _CC__dll _Cu.: ... Mr. Davi:I, Thank)lOu flIr gMng uallle 0pp0IIUnIIy \0 wart.flItlhe TOM! OfAIkiSoPcnoelllllllR. Atladled for your nMew is ourQWIB b"Ills vault illslallIIOn
and WlIIIIt ine cor.lediu... aI 15001 E. BBIMIod. Iflhla Is 􀁾pII8IIII eIQn 811<1 fax Ilac:k OW' U!IIer Of AuIhOIfzaIIon I\IId mall us Ihe GIIgina Orxe!he 􀁆􀁾 copy is I!IQIIIwId WIll
plan to sdlIdIIIe lind p8Ibm Ills wart. tamorlUW, 􀀱􀁾 I"Ieaa ONe us aad if)/OU haw any _lElIa or questrarB _'1i1V our quote. 
on 12 05 01,521" Town of' Addison 972 716 0834 DAVIS EXCRVRTION Fax:2147338043 Jan 12 LOO5 13:14 1".02 January 12. 2005 Town OfAddison ATTN: Jeny DaviG P.O. Box 9010 5350 BellJine Road
Addison, Texas 75001 Office PI1ane: 972-451).7051 0IIlc& Fax: 972-450-7065 Pmposal For New Wa1efline Vault Coonedion For The Town ofAddiSon & FIIII1!I9I"II Blanch in AddiSon: Ilem •
Oecriplion Q\, Unit Unit PriCe T etal War 1 Mobilizallon 1 EA 11.500.00 $1,500.00 2 8" Wafer MeterVault Assembly 1 EA $5.200.00 $5.200.00 3 Tapping Sleeve 1 EA $785.81 $765.81 .. Pipe
& Material 5 TruCXing I Haul Oft G LaborlEquipmenl (8 hIS @$350.00lhr minimum) 1 1 8 LS lS HRS $2.107.25 1450.00 S350.oo $2.107.25 $4SO.oo $2.900.00 ToIIII: $12,823.06 NOTES: 1.) Davia
ElU:aYaIIon haS estimatad ahours labor I equ!psnent _limeto eompIeIs !his $COpQ of work. If site condition" or oilier project Issuaa tal.l$e Davis to exceed II1Ia Minimum, DaviS will
bil the <Milage at a rate of$350.00 I hr. 2.) Davis wilIlI8DO an invoice upon c:omplelion ofIhis work. Davis ExcavaUon. Inc. P.O. Box 1169, Van AlStyne, TIC. ore: 214-733-8042 Fax: 214-733-8Qo!3

HP LaserJet 3200se HP LASERJET 3200 JAN-12-2005 2:29PM Fax Call Report Job Date Time Type Identification Duration 310 1/12/2005 2:28:30PM Send 9214733804:3 0:56 TOWNO'F ADDISoN PuBLIC
WORKS To, 11M 􀁦􀁲􀀴􀁾 1>:2 From: Jim Pie...., P.E. 􀁁􀁳􀁳􀁾􀀠Public Wko. Dir. Comp>uy: ))tv(f Et.<v'A'/t.nI Pbo••: 97l14S()'1879 FAX: 9721450-2837 FAX#: 214-7.13-;'011$ Jpi.trcc®cl.addlloll,tt.1U
Dare {-i'Z-05 16801 Westgrove P.o.lIox 9010 # .rpag..{lncludID, "",..):...2:..... Addison, "IX 75001..9010 R.: 􀁴􀀱􀁲􀁉􀁉􀁴􀀱􀀨􀀾􀀢􀁭􀀢􀁦􀁬􀀯􀁉􀀫􀁾􀀠81m/, kldrrfptr.. :lAkrWtlIf@j(Ori&fnallDmall"
a i'U)'CUfrtqllt:lt 0 􀁾􀀠 OQllmt c,........, Le t/-t"r ,,{. 􀁾􀀨􀁩􀀻􀁾 qilA-Jed . 􀀨􀁾􀀠 invent Pages Result 2 OK 
Jan 12 05 12:381" Town of' Addison 972 716 0834 p. 1 TO: S t-<:0-e FROM: Jerry Davis CO: IDf\-CO: Town ofAddison FAX#: Q72. !.fSO -;;1.f37 PHONE: 912-661-1693 DATE: /-/;?-o;> FAX: 912·
716-0834 PAGES: 
Jan 12 05 12,39p Town oP Addison 972 718 0834 p.2 _--,,'\ I 1,,-1__ +lersey=-Meters HORIZONTM Features APPLICATIONS: For use in the measurement of potable water lor applications where
flow is consistenlly moderate to high, Designed for applications where accuracy is an essential part of maIntaining revenue, The Horizon horiZontal turbine meter is bUiH to maintain
accuracy over extended periods of use. CONFORMANCE TO STANDARDS: Horizon turbine meters have some of the widest flow ranges of any l\Jrbine meters on the market. All Horizon series turbine
meters meet or exceed the latest pertormance and accuracy standards of AWWA e701, Maximum continuous flow rates may be exceeded by as much as 25% for intermittent periods. CONSTRUCTION:
The Horizon consists of three basic parts; maincase; measuring insert; and register. Maincases are made of bronze. Measuring elements are thermoplastic 􀁷􀁾􀁨􀀠unique inlet and outlet
straightening vanes. To simplify maintenance, the HoriZon is designed to allow Quick, eesy, in-line exchange of the measuring element without removingthe mainease/rom the Installation.
Interchangeability of many parts within various sizes minimizes spare parts inventory. Bviltin test ports are standard for ease of field testing. REGISTER: Permanently sealed register
has a unique seal and heat·treated glass to eliminate dirt, moisllJre infiltration and lens togging. An integral tamper-proof locking leature is provided to resist tampering with the
register or calibration vane. The totalizing register has a straight-reading odometer type display. a3602 test circle with center sweep handand arow flow (leak) detector. Standard gearing is used, making registers interchangeable by size. All Hersey Meter Models have electronic meter reading systems available for increased
reading efticlency (see Meter Reading Systems.) OPERATION: Water flows straight through the measuring element where it turns a rotor at arate in direct proportion to the Quantity of
water flowing throvgh the meter. The straight-through design design allows high volumes to flow with aminimum of head loss. Retro 􀁔􀁨􀁲􀁵􀁳􀁾 design extends the life of the meier by
dividing wear between two pOints: during low flow the tungsten carbide bearing in the rotor floats against a stainless steel shaft; during high flow a second tungsten carbide bearing
gently moves back against another stainless steel shaft. During medium flow, the rotor floats between both tungsten carbide bearings with sapphire bushings providing radial support tor
the rotor. STRAINER: Aseparate optional strainer is recommended to protect the measuring element. CONNECTIONS: ANSI Class 150 Flanges on 3" through 10' sizes; 2' NPT pipe threads on
test outlet. Materials and Specifications • MODEL DESIGNATION .•_.•_ .... _._ ..... _......__........ .•.• HORIZON • SIZES ......................... _ ....................................
....... 311,4'",6"',8", 10" • STANDARDS .............. Manufacllued and tested to meet or exceed au applicable P<J1ts of ANSIIAWWA C701 cia...:.; U Standard. • SERVICE ....._••.• Cold
water mcaJ.<urcment wilh flow in one direction. • OPERATING FLOW RANGE ...................... Sec Churt on poge 4.4. • ACCURACY..................__.................. ........... Sec
Chart on page'" • PRIlSSURE LOSS ........................... See Chart, on page., 4.4 .nd '.5. • MAXIMUM WORKING PRESSURE ........ .......__......... 175 PSI • TEMPERATURIl RANGE ....
._.....__.. .. ... ........ .. 33F to IOOF • MEASURING ELEMENT ............ Stainless Steol W1d Thermoplastic • REGISTER TYPE __....__.... Straigbt reacting, permanenlly seWcd, magnetic
drive with law flaw indicator . .Remote Readings 􀁵􀁮􀁩􀁌􀁾􀀠optional, • MATERIALS • __........ _._._._._._. Maincase -bronte UNSC84400; Casing bolts -Stainless, steel ANSI B t 􀁓􀁾􀀠Roror
-ThermopJastic; RoeOl radial bearing -Sapphire; Romr thruSt benring,'t -tungsten carbide; Rotor beariDg pivots -Stainless steeJ ANSI B 18; Magnet 􀁾􀀠care urth/cer.lmic; Register box
Illld lid -Thcnnoplastie or optional bronze. • INSTALLATION .................. ........ ................................ Homon!iIl • METER CONNECTlONS ....__.................. 3' -10'
ANSI Cl,,, 150 3..,3,,, 
In 12 05 12: 39p Town of Addison 972 716 0834 p.3 _---",\ I /£/__ -l-lersey=-Meters HORIZON™ Performance* 10" HORIZON ---• » I .. 'MO ____ ,..• RATE Of flOW • U.S. GPM Dimensions & Weights
T E ..._-1 I.. 1--1__-----M---._--........;/3.5 
Jan 12 05 12:39p Town of Addison 972 716 0834 p.4 -Hersey:..f1eters Features APPLICATIONS: Designed for installation with water meters to help protect against damage caused by debris
in the pipeline, and to reduce turbulence and distortions. CONSTRUCTION: Durable bronze for 2",6" sizes; epoxy cast iron for 8" and 10' sizes. OPERATION; Installed upstream of the meter.
Optional drain plugs for periodic flushing. Stainless steel strainer has an area of two times nominal inlel opening for minimal flow restriction. MAINTENANCE; Easy access and in-line
service of strainer ele, mant. CONNECTIONS: End flanges for 2'through 6' sizes are ANSI class 150 standard and for 8' and 10' sizes are ANSI class 125 standard. Dimensions and weights
Plate Strainer Materials and Specifications .SIZES_......................... ............ ................__.... ,2",3n ,4".6ft .8",IO" • MAXlMUMWORKlNG PRESSURE .......... ....__._._...
175 PSI • CASE ....,_.........._ ......_._._............ _ ••_.............___.... Bran,\!:, Z" to to 61> . Epoxy coated cast iron, 8" {O lOL • COVERm ......... ..................._
................._......... ... Bronze. 2' to 6' Epoxy 􀁾􀁯􀁯􀁴􀁥􀁤􀀠cu...' iron, 8" to 10" • GASKET .._........_._..................................... ... _ ............_..... Accopac
• STRAINER ..................... , ..•_............._._........._.............. Sainlcli$lliteel • BOLl'S .................................... _ ............................ ..,......
Stainless stetl • EN!> FLANGES __......._.... ...... 2' to 6" ANSI cl,ss 150 ."ndatd a"to 10" ANSI class 125 standard Size A 6·112' 6" 7-112' 9' [ B 5-3/4' 7-3/4" 9-1/4' 11-112' C 2-13/16'
3-7/8" 4-518" 6" Weight 16-1/2 26 40 80 NOTE: Weighl$ are i1pproxixnate ad in pounds. 10' 12" 14-1/16" :18-3/4" 7' i 8-1/4" 150 220 2" 3" 4" 6" 810" 7.1 fl2.m 
Jan 12 05 12:391" Town of Addison 972 718 0834 1".5 JA1V.l.:::> 􀁊􀁾􀀧􀀠 􀁾􀁌􀀠􀁌􀁖􀁖􀁾􀀠􀁾􀁖􀀧􀁾􀁉 I • VJ. 􀁴􀁸􀁴􀀮􀁈􀁖􀁈􀁉􀀮􀁬􀁾􀀠 tdX.,tlUt,J,JQU'fJ PAGE 82/82 PARK EQUIP 81/12/2095
89:19 9728428871 LI PLAN VIEW __ q '" HI Y DIHI t r I fI"" ElEVATION 8peolflc:allonsCt.... , """..."'_ _ "!19> __,til vf 􀁾􀀵􀀰􀀰􀀠PSI at U ftys. UtIli .. vi III_II/Iii: .....lntet....
Gt ft_ 1ft! _ .\Iog. af .... "'th ,.._'" ,1_ teo ....._ dopil!. 1U!lNF000001IEHT: _. 60 .....Cor... SlIII,_ """""''2 loa AST!oI 􀁾􀀬􀀬􀀡􀀻􀀠... I1IIj\IIt1II<I _tor........ 
IIN'JB c.x"".t1oa 15150 Surveyor Blvd. Telephone (972) 361 􀁾􀀠0064 The HNTB Companies Addison.. TX 75001 recslmlle (972) 361 -0065 Engineers Archltem Plaf'lt"lers www.hntb.com Mr. David
Robinson HNTB Operations Manager Pumping DMsion 2900 White Rock Road Dallas, TX 75214 Arapaho Road -Phase 1lI Project January 12, 2005 Dear David; Three weeks ago, Archer Western Contractors.
Ltd. scheduled a meeting with you on the procedures for the lowering of the 6O"main and to schedule a test shutdown for the section of the DWU 6O"main and the associated valves. During
this preparation for the test shutdown of the 6O»main that next day, DWU notified Archer Western Contractors. Ltd. that a issue had arose with the shutdown ofthe 60"main. DWU found that
the water supply connection for the City of Farmers Branch was on the dosed side ofthe valve. which would tum off the water to the City of Farmers Branch Marsh Lane Pumping Station.
Since that time, The qty of Farmers Branch has been performing tests on their system to determine ifthey would be able to maintain pressure and volume when the 60" valve is dosed on
their system. The City of Farmers Branch has determined that they will not be able to maintain the required pressure beyond 48hours. Upon the notification ofthis issue. the Town of Addison
and the City of Farmers Branch began working on an "interconnect" that would supply Farmers Branch during the work on the 60"main line. This "interconnect" must be installed and operational.
prior to the shut down of the 60" main line. The Town of Addison has requested Archer Western Contractors. Ltd. to reschedule the work on the 60" DWU main until the referenced "interconnect"
can be completed. At the present time the Town of Addison is attemptiog to expedite this work and anticipates this work to be completed on or about January 19.2005. We wanted to keep
you informed of this matter. 􀁔􀁨􀁭􀀺􀀡􀁩􀀶􀁾􀀠 Guy Van Baule{,EIT HNTB Corporation Cc; Steve Chutchian. Town of Addison Erling Holey, Dallas Water Utilities Cassia Sanchez, Dallas Water
Utilities Katura Curry. Grantham & Associates Jerry D. Holder. HNTB Corporation Michael Ebeling, HNTB Corporation 
Archer Western Contractors -January II, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town ofAddison 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 of Addison 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 of equipment, 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 817·40 1·7202. Sincerely, BY Ben Withered
Project Manager 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 JAN 1 1 1005 Contractors HNTS 􀁾􀀲􀁓􀁒􀁐􀁾􀁎􀁾􀁾􀁏􀁎􀀠 January 11,2005 OALI..J" ' HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy
Van Baulen RE: Town of Addison Project No. CM 95 (ISO) Traffic Control at Midway Dear Guy: Archer Western Contractors received your letter dated January 8, 2005 concerning the Midway
Road traffic detour. Archer-Western has reviewed you request to adjust the low profile concrete barriers at the Midway detour and oirers no objection to this proposal. However, the traffic
striping and lane width will remain as it was originally outlined due to the construction phasing requirements. We will adjust the barrier backwards slightly from the current I' offset
to allow mare room for navigation. In addition ArcherWestern requests approval to place work zone pavement markers consisting ofa 4" white solid edged line which was not shown in the
original drawings. Archer Western Contractors requests that the Town of Addison increases the traffic enforcement in the Midway work area to help reduce the speed of the traveling public
and to increase public safety in the work zone. Archer Western Contractors also stands by our original proposal to reduce Ihe traffic to one lane each direction which would promote the
safe, efficient passage through this zone and we request that HNTB reevaluates this proposal for approval. Ifyou require additional information, please contact me at 817-640-3898 Or
817-40 1-7202. Sincerely, Project Manager Ben Withered Cc: Don Good 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 
HM11I c:..poc ct. 15150 Surveyor Blvd. Telephone (972) 361 * 0064 The HNTB Companies Addison, lX 75001 raesimlle (972) 􀀳􀀶􀁾􀀢􀀠0065 £nqineers Architects Planners W'VrW'.hntb.com Mr.
Ben Withered HNTB Project Manager Archer Western Contractors, Ltd. 2121 Avenue j" Suite 103 Arlington, TX 76006 January 10,2005 Dear Ben: During testing for the shutdown ofthe 60" DWU
water main, it was determined that the water supply to the City of Farmer Branch wason the closed side of the valve. Since that time, The City of Farmers Branch has been performing test
on their system to determine ifthey would be able to maintain pressure and volume when the 60" valve is closed on their system. The City of Farmers Branch has determined that they will
not be able to maintain the required pressure beyond 48hours. At this time. the Town ofAddison along the City of Farmer Branch are working on an "interconnect" that would supply Farmers
Branch during the work on the 60"main line. But this "interconnect" must be installed and operational. prior to the shut down of the 60" main line. The Town ofAddison is requesting Archer
Western Contractors. Ltd. to reschedule the work on the 60" DWU main until such "Interconnect" can be completed. At the present time the Town ofAddison is attempting to expedite this
work and anticipate this work to be completed on or aboutjanuary 25.2005. Please advise us of any actions you will take. 􀁔􀁨􀁾􀀺􀁴􀀧􀀠 􀁤􀀶􀁾􀀠 􀁇􀁾􀁮􀀠 HNTB Corporation Cc: Steve Chutchian.
Town of Addison Jerry D. Holder. HNTB Corporation Michael Ebeling. HNTB Corporation 
15150 Surt',zyor m':d Addts(lf), TX 75Dt)1 ARCHITECTS ENGINEERS PLANNERS 􀀧􀁲􀁝􀁾􀀳􀀶􀁊 􀁾􀁻􀁦􀁩􀁪􀁩􀂷􀁩􀀮􀀻􀀮􀀠 F:L\" 􀀹􀁣􀀺􀁬􀁾􀀳􀀶􀀱􀀭􀀰􀀰􀀶􀀵􀀠 In,':Enm:'.com December 22, 2004 Archer
Western Contractors, Ltd. 2121 Avenue "]" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: Stonn Sewer Line 'C. RCP pipe Dear, Mr. Withered In an attempt to prevent existing
ground water from infiltrating into the above referenced drainage system, the Town of Addison is requesting Archer Western Contractors, Ltd. to proceed with the installation ofthe Confined
GrooveJoint (O-ring) Reinforce Concrete Pipe for all RCP to be used between the Station 0+68 to Station 6+00 on the above referenced system. Archer Western Contractors, Ltd. is directed
to proceed with the work described above not to cause any delay in the job schedule. All work and material is required to confonn to the contract specification. Thank you. 􀁒􀁥􀁾􀁊􀁦􀀠
dbJ---􀁇􀁕􀁙􀁖􀁡􀁮􀁂􀁡􀁾􀀠 HNTB Corporation Attachments: cc: Project File Jerry D. Holder, HNTB Corporation TheH.\'TB Campan;"s O"-T((1'$: 􀀮􀁜􀁌􀁲􀀺􀁘􀁘􀁾􀀬􀀧􀁄􀁬􀁴􀁬􀀬􀁜􀀠\'.\ A....
":Jr(lI..1S. \10. ,\fL \,,'T.\. (},\. 􀀢􀁬􀁴􀁓􀁔􀁉􀁾􀀮􀀠TX. ".\TOX ROt,,£. t.';'; 􀁯􀁯􀁳􀁲􀁯􀁾􀀠􀁾􀁦􀁁􀀮􀀠<.'HARLESTm:. ('s, C:HR.L£STO}!l. 'WV; C'Hl,c.\OO. II..; <.'Ll'Z'VliLA,,'<"D.
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January 11,2005 Mark G. Pavageaux. P.E. Director ofPublic Works P.O. Box 819010 Farmers Branch, TX 75381-9010 Re: Water System Interconnection Between Addison and Farmers Branch Dear
Mr. Pavageaux: This is to describe the interconnection project that we have been working on with you recently. The primary purpose ofthis project is to allow shut down of the 60" DWU
water main that feeds the Farmers Branch Marsh Lane Pumping Station and to therefore furnish a supplementary supply ofwater from Addison to Farmers Branch. The 60" main needs to be shut
down so that a portion ofthe main can be lowered to accommodate the construction ofArapaho Road, Phase m. The secondary purpose ofthis project is to make an interconnection between the
two systems such that either City can supply water to the other in case ofemergency. Addison intends to take the lead and bear the cost ofthe interconnection. A tapping sleeve and valve
will be installed on the 8" main on Beltwood Parkway in Farmers Branch and a similar connection will be made on the nearby 8" main owned by Addison. We will attempt to install an 8"
turbine meter ifit is received in time. Ifit is not received in time, the connection will be made without the meter, and the meter will be installed after the 60" water main lowering
project is complete. We have placed a call to TCEQ to advise them ofthis project. The "capacity" ofthe connection will be a function ofthe difference in pressure between the two systems.
Recently. pressure in Addison was 80 psi and pressure in Farmers Branch was 49 psi. This indicates a significant amonnt ofwater can be supplied from Addison to Farmers Branch. The amount
ofwater that will be supplied is hard to calculate without a detailed hydraulic system analysis. We anticipate about 2 MGD can be supplied, and possibly more. Construction ofthe interconnection
should be complete Thursday or Friday ofthis week and we would ask that you begin your evaluation ofthe connection upon completion. We would like to have your approval to shut down the
60" main by Wednesday. January 19, 2005 at the latest. 
Mark Pavageaux, P .E. January 11,2005 Page 2 We very much appreciate your fine cooperation with us on this project. We will keep you infonned ofour progress completing the connection.
Please call me at 972-450-2871 ifyou have any questions or require any additional infonnation. v cry truly yours, &1'. Michael E. Murphy, P.E. Director ofPublic Works Cc:Chris Terry,
Assistant City Manager Jim Pierce, P .E., Assistant Public Works Director Jerry Davis, Utilities Superintendent John Hill, Cowles & Thompson 
Steve Chutchian To: Randy Moravec; Jared Wilson Cc: Chris TelTY; Mike Murphy; Jim Pierce; Jenny Nicewander Subject: RE: Consent Agenda Item for January 11th. Council Meeting 􀁾􀁧􀁩􀁮􀁡􀁬
Message fraim Randy Moravec Sent: Tuesday, January 04,2005 1:30 PM To: SI!!ve COutdlian; Jared Wilson Cc: COlis Teny; Mike Murphy; Jim Plen:e; Jenny Nlcewander SUbjed: RE: Consent Agenda
Item for January llt11. COuncil MeetIng Steve, I would suggest you include the cost for the interconnection even if it is included as part of the Phase III contract. Randy -Ol1ginal
Message-From: Steve Chutchian Sent: Tuesday, January 04, 2005 11 :01 AM To: Jared Wilson Cc: Chl1s TelTY; Randy Moravec; Mike Murphy; Jim Pierre; Jenny Nlcewander Subject: Consent Agenda
Item for January 11th. Council Meeting « File: Arapaho Rd. Interlocal Agreement with Fanners Branch Agenda Item.doc » 1 
Weekly Meeting Agenda Date: Tuesday Jan. 4,2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues I. Keep up maintenance on orange fence. 2. Check for backup
alarms on trucks. Clemons has been notified. 3. 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. AlW will be compensated for the message boards. AlW will write a letter requesting compensation for the message boards. AlW picked up four of the five message
boards on Monday 12-27-04, per HNTB. HNTB requested AlW 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. II.
Submittals 1. 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 DRS. AlW requested a product to use.lI-30. We have received a weld detail for the splice on 12-3.
AlW 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
2. The MSE wall shop drawings have not been returned to 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 \vill be here 1-5 III. Old Business 
1. A new Irrigation plan sheet for Comfort Suites is forthcoming. AJW received the revised plan sheets on 12-2. American Landscaping is pricing. HNTB should have this by 12-21. 2. The
Town asked about the paint submittal for the arches. Ben explained that system II paint is not tenable. A similar painting system will be submitted. A letter from Sherman Williams has
been given to the Town.lI-2. The Town is leaning toward the Tnemec paint for the arches. 11-30. A meeting was held on 12-1 for the rail painting. 12-7 HNTB said to proceed with the Tnemec
paint. Ben is reviewing pricing. 3. 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. AJW has requested a revised plan sheet for this area. 11-30. HNTB is in the process ofrevising plan sheets.
Nothing yet.l2-28. IV. Change Orders 1. frrigation lines at Comfort Suites. 2. Tee for irrigation irrigation line off 16" line. V. New Business I. A traffic control plan has been submitted
to the Town for detouring Surveyor Blvd. during construction at this location. The town does not want to salvage any of the plants at the storage building. 2. After field verifYing the
elevation of the relocated SBC line, there are several areas where 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. A5-C # 3. 12" slotted drain #4.R.W.#2 3. The location ofLat. B-7 and the Y inlet need to be verified so this work can be completed. 
v. Misc. 1. A RFI has been sent to HNTB about several utility conflicts, with lines A & B, at Surveyor Blvd. VI. Schedule 1 Review Weekly Schedule 
1/4/2005 ARAPAHO ROAD Current Week Next Week Following Week J.reti:12I1 􀁜􀁾􀁥􀁲􀁮 .' r M T W T F SIS M T W T F SIS M T W T F SIS c.antrecblrs Activity Description Prod 3 4 5 6 7 8 10
11 12 13 14 15 17 18 19 20 21 SUBS/NOTES I 22 iExcavate/Embank Brickyard X X X X X X X X X X X V //I Box Culvert Line A (Surveyor) X X X X X X X X X X X X i Box Culvert Line A (east)
X X X X X X X X X X X V X X X X X /! /I Box Culvert A ( Midway) X X X X X X X X X X X X X /i, Box Culvert line B X X //J Roadway Embankment /X X X X X /I Lower 16" Water Line X X //10"
Sanitary Sewer X X X X X X X /X X X X X /" line C & Laterals X X X X X X X X X X X /Laterals Line A & B X X X X X X X X X X V X X X X X /Trenched Retaining Walls X X X X X /" X X X X
X ./: CIP Retaining Wall X , ./' X X X X /" ,Drilled Shafts X X ./' /" ATS Columns X ./' /" Caps X X X X X X X X X X X X X X X X X X Bent # 10 Cap X X X X X X X X /" /'" Bent#9 X X X
X X X X X X X /" X X X X X /" Inlets X X X X X X X X X X J !Shoring at Midway X X X X Olden II I i I 
DATE SUBMITTED: January 4, 2005 FOR COUNCIL MEETING: January 11,2005 Council Agenda Item: ## SUMMARY: This item is to request Council approval to enter into an Interlocal Agreement with
the City ofFarmers Branch fur the construction of an Emergency Water System Interconnection, FINANCIAL IMPACT: Budgeted Amount: N/A Cost: Included as part ofthe Arapaho Road, Phase m
Construction Contract Funding Source: Funds are available from the FY 2004 Bond Sale and from Unallocated Bond Fund Proceeds BACKGROUND: Construction ofthe Arapaho Road, Phase m project
is underway and will continue into the fan of2005. During the course ofthese improvements, it has been determined that the feed from an existing Dallas Water Utilities 60" water transmission
main to the City ofFarmers Branch must be temporarily shut down. This operation is a scheduled event that is in conjunction with the proposed lowering ofthe existing 60" main during
construction ofthe Arapaho Road project. On January 10,2005, the process oflowering the transmission main will begin, and the feed to Farmers Branch must be closed offa few days later.
The closure will remain for up to two weeks. Farmers Branch has tested their system and they feel that they will be able to maintain adequate volume and pressure in the eastern portion
oftheir water distribution system while the feed from the 60" main remains closed. However, water utilities stafffrom both municipalities feel that an interconnection between the respective
water systems will provide a backup and an enhanced level of security in case ofan emergency. An emergency could occur during the Arapaho Road construction Of ifeither municipality experiences
water system breaks, a serious fire, or natural disasters. In addition, a Vulnerability Assessment ofthe Town's water system has been performed with a recommendation that an interconnection
be provided between Farmers Branch and Addison. Similar interconnections already exist between Carrollton and Addison, and Dallas and Addison. An interlocal agreement is being prepared
by the Town ofAddison City Attorney for review by Farmers Branch, which will include physical and legal components oftbe proposed interconnection. '.'-. 
RECOMMENDATION: . Staff recommends that Council authorize the City Manager to enter into an Interlocal Agreement with the City ofFarmers Branch for the construction ofan Emergency Water
System Interconnection, subject to approval by the City Attorney. 
Steve Chutchian From: Jerry Davis Sent: Thursday, December 30, 200410:26 AM To: Steve Chutchian Cc: Jim Pierce Subject: RE: Meet with John Hill on Fanners Branch Inteltocal Agreement
Yes, they were testing it but concerned if a leak should happen during the time the 50-inch is down they would need help. We met at 15001 Beltwood, Southeast comer of the property (Addison).
We have a 8" water line that has 60 PSI tower level was at 26'. Fanners Branch has a 8" water main approx. 15' away with 49 PSI. This location is an excellent spot being only 5-6 ft.
deep and in the grass. Jerry Davis, Utilities Superintendent 972-661-1693 􀁾􀁧􀁬􀁮􀁡􀁬􀁾􀀠 _ St2ve Chutdlian Sent: Thursday, Detember 30, 2004 8:33 AM To: Jerry Davis subjed:: RE: Meet
with.Jchn Hill on Farmers Branch Intl!llocal Agreement thanks. Hopefully, FB can handle their water system without needing the connections. 􀁾􀁬􀁮􀁡􀁬􀁾􀀠 fnIm: Jerry DaviS Sent: Thursday,
December 30, 2004 B:19 AM To: Steve Chutdlian Subject:: RE: Meet with John Hill on Fatrn<lrs Branch lotI!lIocal Agreement 10/4, Phil and I will be meeting David Ferguson with FB today
at 9:00 AM to Check on some sites. Jerry Davis, Utilities SuperilTtendent 972-661-1693 􀁾􀁧􀁬􀁮􀁡􀁬 Message--From: Steve Chutdlian Sent: Thursday, Detember 30, 2004 6:38 AM To: Jerry
Davis SUbject: RE: Meet with.Jchn Hill on Fatrn<lrs Branch lotI!lIocal Agreement Jerry: Can you give me the infonnation regarding sites that we would do a cross-connection. We would
need to include it in the inteltocal agreement that John Hill will prepare on Monday. Thanks. Steve C. 􀁾􀁉􀁮􀁡􀁬 Appointment_ Jerry DavIs Sent: Wednesday, December 29, 2004 8:50 PM
To: SteveChutdlian SUbject:: Dedlned: Meet with.Jchn Hill on Fatrn<lrs Branch !otI!lIocaI Agreement When: 􀁾􀀮 January 03, 2005 9:00 AH-I0:oo AM (GMT-<l6:00) Centrall1me (lIS & canada).
Where: SeMce Center I am scheduled off vacation. BaCk on Tuesday 1 
DATE SUBMI1TED: January 4, 2005 FOR COUNCIL MEETING: January 11,2005 Couneil Agenda Item: # SUMMARY: This item is to request Council approval to enter into an Interlocal Agreement with
the City ofFarmers Branch for the construction ofan Emergency Water System Interconnection. FINANCIAL IMPACT: Budgeted Amount: N/A Cost: Total cost not to exceed $20,000. Funds provided
from Arapaho Road, Phase III Project Funding Source: Funds are available from the FY 2004 Bond Sale and from Unallocated Bond Fund Proceeds BACKGROUND: Construction ofthe Arapaho Road,
Phase III project is underway and will continue into the fall of2005. During the course ofthese improvements, it has been determined that the feed from an existing Dallas Water Utilities
60" water transmission main to the City ofFarmers Branch must be temporarily shut down. This operation is a scheduled event that is in conjunction with the proposed lowering ofthe existing
60" main during construction ofthe Arapaho Road project. On January 10, 2005, the process of lowering the transmission main will begin, and the feed to Farmers Branch mnst be closed
off a few days later. The closure will remain for up to two weeks. Farmers Branch has tested their system and they feel that they will be able to maintain adequate volume and pressure
in the eastern portion oftheir water distribution system while the feed from the 60" main remains closed. However, water utilities stafffrom both municipalities feel that an interconnection
between the respective water systems will provide a backup and an enhanced level ofsecurity in case ofan eruergency. An emergency could occur during the Arapaho Road construction or
ifeither municipality experiences water system breaks, a serious fire, or natural disasters. In addition, a V utnerability Assessment ofthe Town's water system has been performed with
a recommendation that an interconnection be provided between Farmers Branch and Addison. Similar interconnections already exist between Carrollton and Addison, and Dallas and Addison.
An interlocal agreement is being prepared by the Town ofAddison City Attorney for review by Farmers Branch, which will include physical and legal components ofthe proposed interconnection.

DWU -Farmers Branch 16" Water Line Interconnect Town of Addison, Texas Date: ________ Hem No. Item Description Units Quantity UnH Cost Total Cos! 1 Mobilization LS 1 $ $ 2 is-Concrete
Cylinder Pipe, incfudlng appurtenances and necessary excavation and backfill. comDiete and in Dlace IF 20 $ $ 3 Conetele Thrust BlockillQ Cy 2 $ $ 4 60" x 16" Saddle & Service (eer Hanson)
EA 1 $9,560,00 $ 9,560,00 5 18-x 16" Saddle & Service (per Hanson) EA 1 $4,390.00 $ 4,390.00 6 16" Tapping Valve complete andin place EA 2 $ $ 7 10" Reinforced Concrete Paving Remove I Replace, including subgrade preparation and curb and gutter, complele and In place SY 30 $ $ 8 Erosion Control lS 1 $ $ 9
Traffic Control Plan implementation and maintenance lS 1 $ $ 10 Trench SaIeIv Desion and 1m n lS 1 $ $ 11 Sod SY 30 $ $ Total Bid Altems/e No.1 $ NOles: 1. Item Numbers 4 and 5 are fixed
costs. 
􀁾􀀠 􀁾􀀠 ;z ,.Notes 1. Ail construction shaH be in accordance with standard Town ofAddison construction speeifications. 2. The design is not to scale. Final dimensions shall be determined
after e KI5T 8' " c.X, completion of project and included with as--bnilt drawings. ( I't PPI.5f4l) 3. Ail construction sbaH be performed within the Town ofAddison. Pf!I?P. PRuP· t'1c:Tc:R
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V/fLVc I7F PR()f', rC'G" Cc",CRtfrs: i/Tfi!I/f;T B t.()4< lAIr;; ('-􀀧􀁾􀁦􀁒􀀨􀁊􀁐􀀮􀀸􀀧􀀯􀀷􀁉􀀸􀀱􀀱􀀠 e((1> r· 11 1(-/1-,) 1/'1 P PfIV(j SL €Ev-e (F"'fRt<1(;R'S BRANCH). ¢ V/fLl/e /Vt:JTlf';
C()IVTAcr ALL 14995 Beltwood Parkway t'tFFECTED PI2PPE/<T, Proposed 8" Water Interconnection ()w4<'ER$ PRIOR Tl:> 5TAf2T()F AddisonIFarmers Branch Ct?IVST,RvcTIP,-z.... January 2005

....... z 􀀭􀁾􀀠 􀁾􀀠 Notes . 1. All colllltruction sball be in accordance witb standard Town ofAddison construction specincations. € XI.rr: 8' II 2. The design is not to scale. Final
dimeDSiollll sball be determined after C..I, completion of project and indllded with as.-bllilt drawings. ( IIPPISt!V') 3. All construction shall be performed within the Town of Addison.
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8' "(>. v.c. (It0 IJ1SfIiV) 1<151111'0 STE"1'1 tI"e.I. eAST fjlltJ'C/<IM'i (ItPPt,$tJ'N) v/llvE . PF PfUP. Tcc C(iN'l:ReTE . j/Hi!tlS;f B f-t1&I< IIV,. f(i!flP. 9llKOU . 􀁾􀀯􀁮􀀠#IIS
. fA PPiIV t; sc. (i'EVfi' (F1RI'1ERS 6R.AIVCj{). ¢ v/lt. Ire /V"'TE; CpN'TI'Ic,CpN'TI'Ic,T A4-L 14995 Beltwood Parkway t'rPFeCTEt:> ptePpeRi Proposed 8" Water Interconnection "WIVE!i?$
PRI(7/?77> STAiCT ."F. AddisonIFanners Branch CO/V.!i7"RVC TI ""'" January 2005 
= 􀂷􀁾􀀠 ,........ Notes . L AU construction shall be in accordance with standard Town of Addison construction specifications. 2. The design is not to scale. Final dimensions shall be
determined after t!£ XI.sr. g" c.,I. completion of project and included with as-bult drawings. ( IlPPI.5CIV) 3. All construction shall be performed within the Town of Addison. fIUP,
PRpP, h€T£R ""X PI<Pp. C} " M "Tef< . VA7"'iT . If II Q .:I. pRPP. AU s> )(s> 􀁁􀁾􀀧􀀠Mj ? . . . . . 􀀮􀁍􀁓􀁔􀁃􀀶􀁾􀁲􀀠 COlYeR€. $ . P1<PP. 8''' P. v,c . ./\ . THRr/ST .. PRiftP. 8'''
oDOI.501ll) eot-"F!om:. (3'-"'kfIVt; f, /?, c· PR"P, 8''' ItBI'IIVVCW 1EX/J.r. TiWJ.' t;)(JSr. 8' II 􀁾􀀬􀀠/? c. (A ClOI5t;,f/) RIS/II'tf 5TE't"I o",.I. 􀁾􀀢􀀧􀁓􀁔􀀠 fJt.t;C;::/lVII;
( /t. P1>1.><>11/) 1/I"I'I/e '" . . ()F PR<>P. TCl! Ct>IYl!RcTE! . T1f!eVJ.' S t. Pel<: IIVG ·s· 􀀮􀀭􀀮􀁾􀀮􀁾􀀠 It II .... .. fRRP. B' X3. e'.fVs.r. ,,'I 1'/:,C..'I'fPPIIY(j SC.I£'.Evl!
(F1RI'1E:f?'s 8RIII/ICff). ¢ v""' 􀁾􀁥􀀠 ;YO>TIE: c."11/rAt;T I'f<-c. 14995 Beltwood Parkway I"rrrt:CTED. PRRPER' Proposed 8" Water Interconnection li'W/V.E/'?s. PRIP/?W 5T""!?T .01".
AddisonIFarmers Branch C.t:.>-v.!. T/i?vC TI􀁰􀁾􀀠 January 2005 
i .. , PUBLIC WATER SYSTEM pW ,REVIEW SUBMITTAL FORM . (Complete and AttacH to 􀁓􀁵􀁢􀁭􀁩􀁾􀁡􀁬􀀠Package) Daie: 􀁔􀁃􀁅􀁑􀀺􀀭􀀺􀁐􀀺􀀺􀀭􀀺􀁗􀀺􀀭􀀻􀁓􀁾􀁬􀁤􀁾􀁥􀁮􀁾􀁴􀁩􀀢􀀧􀁦􀁩􀁣􀁡􀀽􀀭􀁴􀁩􀁯􀀭􀀭􀁮􀁾􀁎􀁯�
�􀂷􀀺􀀠________CCN No. or Application No...::____􀁾􀀬􀀮􀀮􀀮􀁟􀀭􀀭􀀭 Water 􀁓􀁹􀁾􀁬􀁥􀁭􀀠Name:,---______________,---;::::;:-:::;-;;::m::-------j----,.Water system Owner: Type of Entily.'--__---+-___,-
-,. Address:___...:....______________-;;;;=::;;-__,-_____t-___ ;;;::-:==o=-;;;=;:;:-________--,____Phone::I..{__L-____-+-_ Responsible Official:.--;.,.-"..-__________===Tille::_..".,.....,..-:-:-::--
.___-+____ 􀀢􀁾􀁃􀁯􀁵􀁮􀁴􀁹􀀠(system locallon) : Subdivision Sec•• Phase, Unit, etc•. ___-'-____ ,...-.-_____________--JMechanlsm & Source Of fOinancingl_.,.-____....;,.....,___ Englneer:,_________􀁾
􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀁟􀁒􀁥􀁧􀁬􀁥􀁴􀁲􀁡􀁴􀁬􀁯􀁮 Numbet::..",,...._-,--:C;.J..'____ 􀁅􀀭􀁭􀁡􀁩􀁬􀀺􀀮􀁾􀀭􀀭􀀺􀀺􀀺􀀭_______ FirmName:.________--;:;----;__-;-.Ph: 1.(-..L-4!----Firm Address: Fax:
L(__.1..)-----11---:-L " Ii n. PWS Numb.r r ....... In. owner mu,t.vbmll a buoin... plan. if I'8quil'8d, Il1 aecord._ wilh 12;0.39(1) Bnd (9)...1 • . .. If a requi,.d CCN number doe.
nol ....I, 􀁾􀁮􀀠.....plabl. application'" obtain • CCN number m.o, bo mad. bolo", • pIO).et su."'IHII .." be , I$<hnically ntvlewed. In addition. It a lubmillal is for I I)I'OjeelI.olled
ouLsldethe 􀁃􀁃􀁾 al1Jll. a CCN amendlnenl appileatiOll 􀁭􀁕􀁬􀁉􀁾􀀮􀀠8.bmilled befo'" • 1)1'0,001 may barllvlowed for ..n"ruction approval. Pie... ",1.r to 30 TAe Chapll!r 291 for eddltionallnformat
ion regarding 􀁃􀁃􀁎􀀮􀁾􀀠 If this is a new (proposed) system. you must attach the following with thia aubmfl!al; o Allsch a list of all water utllKles within % mUe of the proposed seNice
area boundaries o Copies of formal applications for service from each of the following o any municipality if the system 18 w1thltllts ETJ: . o any district or other political subdivision
whose corporate boundaries ara within %mile of the proposed servloe area boundaries . i' . . , o any other water seJVice provider whose oertificetad servloe area boundary Is wilhin %mill:!
of the proposed service area boundaries . i o Documentation Ihal all application requirements Including payment of fees Were complied with. I o CopieS of written responses from each
of Ihe entitlea lisled above. . ' .. I : . [] Business plan. if required by 30 TAO 290.39(1) & 􀀨􀁧􀁾􀀠 The 􀁢􀁕􀁬􀁬􀁩􀁮􀁡􀁾􀀸􀀠plan flnanciel requirements rpr non-community waler systems
must connrm capital availability to construct the system acoordlng to TCEa requirements. This would consl$t of a balance sheet that shows liabilities as well as assets, not just Ii bank
confirmation of a deposit account. Altematlvely. Ifthe project is being constructed with \olln funde, then alosn commitment leiter from \he lendar specific to that project will suffice.
Cl Justification for constructing a separate system (unleaa none of the entitias IIsllid above exlet) ! TyPa of Project (please cheek \he appropriate boxes).. Submit a SlIaied engineering
report that includes 􀀡􀁾􀁥􀀠number, of connections to be 5erved. I o Dlstrlbutilln System Modifications ' . . 0 Storage Capacity Modifications : o "'Well completion data on previously
approved well I:l -'Water Well ConCltruCtion. 􀁐􀁲􀁯􀁰􀁯􀁾􀁥􀁤􀀠 0-Pressure Maintenance FacilllJes 􀁍􀁯􀁤􀁩􀁦􀁬􀁣􀁡􀁴􀁬􀁯􀁾􀁳􀀠 0 Proposed Innovative Process Stjldy o Otslnfeotion Facilities
or Other ModificatIons I:l "'Ground Water Treatment Planl, New [] . . Preliminary EngineerIng Report wlo plans Q' Surface Waler Treatment Planl,INewo Modification of Surface Water Treatmant
Plant c Tex. Weter Oev. Bow Proj. NoJi-"-___ (J Olher(PteaseExplalnl_____________________-r____ . . . -I "'PIoaIl$ rllfer 10 http://www.tnroc.stots.tx.ulllpwmlttJnglwotetperm/ptmlPdwJlld.hlmltoroliot
of counties wtlara tllare 1$ ap elevated risk of .RAOIONUCLIDES in tile groundwater. Th. woNIIII.lao has holpM information nogardlng the IBdlonue!lde·te.Ung rsqul"'d in 􀁟􀁾 counfi...
IF THIS SUBMITTAL IS A REVISION OF PREVIOUSLY SUBMITTED PLANS. PLEASE ENTER THE 􀁁􀁓􀁾􀁉􀁇􀁎􀁅􀁃 􀁃 TCEQ LOG NUMBER: .• Please call (512) 239.e960 (t you have questions ragilrding thlli
torm. Yaur cooperetion will help 1,11 provide better 8ervici. AddlHcnal helpful information and rules lire available at ourwebelte:, http://www.tnrr;o.Sfate./x.uslpermittiTlg/Wtlt$rpllrmludlplanlllv.
htm/I hereby certify that the above Information iB. to the best of my knowledge, true and correct. Signed P.E. 'Ssal Here: Printed Engineer's Name D\lte -lIevllOd 09f.Z3104 lO'd H:Sl
,OOl II uor 06lS-6El-ll,:xej 0331
FAX TRANSMITTAL DATE: _J!!!I!1nl!!U.!!isrvuu2u.1􀀧􀁷􀀲􀀮􀀢􀁏􀀽􀁄􀀵􀁾􀁟􀁟􀀠NUMBER OF PAGes (inti/tiding thlll covershflw): o TO: Nama Mr. 􀁾􀁬􀁉􀁭􀀮􀁡􀀠C. Pieree Jr.. p,e. AIIslstant
DIrector of Public Works Organization Town of Addison FAX Number 972/480·2837 FROM: TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Name Roslletta Win;' water Supply DiVIsion. Me 153 Mailing
address .. P,O. Box 130B7 Austin, Texas 78711-3067 Division/Region water Supply Divison, Utility Creation & Plan ReView Telephone Number 6121239-1l654 FAX Number 5121289-6190 NOTES:
Mr. Pierce: RE: Water System Interconnection Between AddiSon end Farmers Branch We have received your submittal regarding IhefolloWing mentioned project. In ordaTlo proc,ess your submltlal.
additional Information is required. Please submn the requested Information_within 30 days of this notice. If response is not received within Ihls time, it will reault in the original
materials being returned and you will have ' 10 rasubmlt a new package for revlewlapproval• ...englneerlng plans with each paa.. Signed, sealed and dated by aTllxlIs-1iGensad profes,s
ional engineer. , . ""Technical SpecificaUons thai ara bound end GOntalneO. signed. eGaled and dated by a 1jexas-fiClinaed profeselonal engineer on the cover or Iitie Plge. I ' 􀁾􀀠
. ""Public Water Plan Review SlIbmittal form (attached.) Plena fill oul. sign. aeal and qale the altached wrm. ' ReferGnee ell future correspondence 10 TCEQ Log No. 200501.(182. If you
need further aSsistance.phla'S! GOnlllcl me at the numbers listed above. Sincerely. Rosa Ella Winn 1 03:11 LO 'd Vl'9l SOOl II uer
PUBLIC WORKS DEPARTMENT 􀀨􀀹􀀷􀀲􀀩􀁾􀀲􀀸􀀷􀀱􀀠 􀁟􀀡􀀡􀀡􀀡􀀡􀀡􀁩􀁾􀀡􀀡􀁩􀁩􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁩__!!!!i® Po.. Office Box 9010 Addiso., T.,. .. 75001·9010 161lQl Westgrove January 27, 2005 Ms.
Rose Etta Winn Texas Commission OIl Environmental Quality Water Supply Division, MC 153 P.O. Box 13087 Austin, Texas 78711-3087 Re: TCEQLogNo.200501-082 Water System Interconnection
Between Addison Bnd Farmers Branch Dear Ms. Winn: In accordBnce with your request, dated JBnuary 21,2005, the Town ofAddison respectfully submits the following items related to the proposed
water system interconnection between the Town ofAddison Bnd the City ofFarmers BrBnch: • Engineering p IBn • Technical specifications • Public Water PlBn Review Submittal form The two
municipalities have ventured into an agreement, whereby, a potential source of potable water CBll be provided by either party in the event ofBn emergency. We look forward to your response
Bnd request the approval ofthis interconnection by the TCEQ. Should you have any additional questions, please contact me at 972-450-2886. Thank you. Sincerely, 􀁾􀀯􀁾 Steven Z. Chutchian,
P.E. Assistant City Engineer 
:., 􀁾􀀠 i _. j ., -',' : • , PUBLIC WA"I'I:R SYSTEM PIAN REVIEW 9UIiIM!t:tAL FORM ,'(Complete and 􀁁􀁴􀁴􀁡􀁥􀁾􀀠to 􀁓􀁵􀁢􀁭􀁩􀁾􀁡􀁉􀁐􀁩􀁣􀁫􀁡􀁧􀁥􀀩􀀠 Oilie: l/z71t?S .TCEQ PWS Identification
No.':.2 ()()SP -P92 CCN No. o.rApplicaiion No...􀀺􀀬􀁟􀀮􀀺􀀮􀀺􀁁􀀯􀀺􀀮􀀺􀀨􀀮􀀮􀀮􀀻􀁉􀀧􀀱􀁾􀁟􀀻􀀭___ Water S\IIltem Name: I (lWN tJF () 0/1/. 'watGrsystemOWner: Tl'hnv "'F APP(SPN' Type
of Enlity: MV'UICIP/ft./'r(. e 􀀬􀀢􀁁􀁤􀁤􀁲􀁥􀁬􀁬􀀤􀁾􀀧􀀠 ,P.' P PIP () !lJ,:"("t:r'«tlIA; . () OfStJ EX/15 PP Phone: 2: S?? -Z ; RlIlIPonsibia Official: ::rA c5 tcRCS Title: tRECT"R
C'F f>t/B4Ic wP!CKs 􀀢􀁾􀁃􀁯􀁵􀁮􀁴􀁹􀀠(aystem location):' ffUA s Subdivision See" Phaie. Unit, etc.:___!--____ ===__====-;-__""'''m7'1''1<7iMechani8m & Source of FinanCing . Engineer:
S TSvc/l/;z.. Cf{VT/.'Jf(/f1V' Regl8trallon Number; 41:8'fP i ' . 􀁅􀀭􀁭􀁡􀁩􀁬􀀺􀁳􀁣􀀶􀁦􀀮􀁉􀀧􀁫􀁊􀁽􀁊􀁴􀁮􀁁􀁌􀁤􀀮􀁑􀁤􀀧􀁾􀀬􀀧􀁦􀀱􀀱􀀱􀁲􀁭􀁎􀁡􀁭􀁥􀀺􀀠 TtJh/1V tJF Af)()IS(J1V' ' 􀁐􀁨􀁾􀁭􀀲􀀩􀁊􀀡􀁾􀀭�
�􀀹􀁢􀀠 Firm Addreu: 􀁾􀀴􀀱􀀡􀀮􀁅􀀧􀀠 /fs, 􀀦􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁥􀀠 Fax; (t72) 􀀱􀀺􀀮􀁆􀀭􀁾􀁧􀀷 I : " I; no !"WS N\I';'w Ixialli, Ihe own.' mu4! submit a b .... n ... pi"'" If I'8quil'8d.
In II<:COf<Ilnc:e with S2iO.39(f) and (g). ,I : ' " II a requll1ld CON number d.... no! exist. an ....plabl. IPplicaUon '" obl:ain a CCN numbol' must b. mad. bofol'8 • pt<ljRl aub!nHtal
can b. . Ie"tonically reviewed. In addition. If I aubmllllli is for a pt<lject lCcallld ClIllida llIe eel)! arn, aCCN amendin6tl1 appReation "'••􀁉􀁾􀀧􀀠aubmiltAld balO... a projoct
may be revlawed lOr COIUIlruclion approval. PI..se "'....r 10 30 TAC Chap"'r 􀁾􀀹􀀱􀀠far addltionallnlOrmation regarding 􀁥􀁃􀁎􀀮􀁾􀀠 . iftbis'iS a new (proposed) system. you must attach
the following wJth this 8ubmlttal; I' rvr ' Attach a list of all water utUltles within YO mUa oHM proposed service aMa boundaries -CITY i,;,p 􀁆􀁁􀁉􀁩􀁴􀀢􀀢􂂬􀁾􀁓􀀠 c Copies of formal
applications for service from each of the fallowing . c any municipality if the syatem is wlthln Its ETJ; , c any district or other political subdivision whose· corporate boundarislI
ara within Va mile of the proposed service area boundaries . . i' , . . c any other water service provider whose certificated service area boundary Ia withIn Ya mi(f! of the prOposed
service arta boundaries ,I c Documentation that all application requirements Including payment of fees \llere oomplied with. I Cl Copies of written responses from each of Ihe 􀁾􀁴􀁩􀁴􀁩􀁥􀀸􀀠listed
above. . .' ' ; , o Business plan, if required by 30 TAC 290.39(1) & (g). The busines,s plan financial raqulrllmentll rbr non-oommunll\( water systems must confirm capitalllvailabDiIy
to construct the system eccordlng to TCEO raqulre1\1ents. 􀁔􀁾􀁩􀀶􀀠would consist of a balance sheet that shows liabilities as well as astels, not just a bank confirmation of II deposit
account Alternatively. If the project ill being constructed with loan funda, then aloan commitment letler from !ha 􀁉􀁾􀁤􀁥􀁲 specific to that project will suffice, CI 􀁾􀁵􀀸􀁴􀀱􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀀠for
constructing II separate system (unlssa none of Ihe entiti66 listed above exist) i TyPEI of Project (please check the appropriate boxes). Submit a s,a1ed engineering repert that includn
trle nUmb", of cOJlnectlons to be servea. . \ 􀁾􀀠 Dlslribution System Modifications ' ' . Cl Storage Capacity Modifications ! o -'Well oompletion dats on previeullly approved well c
-Water Well Construction, 􀁐􀁲􀁯􀁰􀁯􀁾􀁥􀁤􀀠 c· Pressure Maintenance Facilities Modification8 Cl PropOHd Innevative Process 􀁓􀁬􀁾􀁤􀁹􀀠 III DISinfection Facilities or Other ModificatlQns
0 '''Ground Water Trealment Plant. New CI" Preliminery engineering Reocrt wlo plana ' Cl Surface Water Treatment Planl,INsw' c Modification of Surfaoe Water Traatmanl Plant' c Tex. WalSr
Dev. Board Froj. NO,<..'-'-___􀁾􀀠 CI"'" Other(PleaseExplain] c:"" etc r; 􀁥􀁾􀁴􀀺􀀠 (iVrrR 􀁣􀀦􀁗􀁾 TIPII#' 8E7I-vEel'V'" Tl-vt) 6 vlVfCI PALin 15. i , "'Please rohl;Ie http:lAwlw.tnrec.st8te.flt.lJ
elpsrmitllnglwBterpermlpd't{lpdw_l'Id:h/m1fgr 􀁾 fiat of counti•• wIl"; tn8NI1S 􀁡􀁾􀀠elmilld 􀁲􀁩􀁳􀁾􀀠of .RAOIONUCLIDES in tna groundwliter. The wobsl\; al.o 􀁾􀀱􀀸􀀠helpful infOrmallon
"",ordl"Q Ihal1ldiOnUcllde'lillifing raqulta<I in 􀁴􀁮􀀢􀀧􀁾􀀠counti••. IF THIS SU8MITTAL IS A REVISION OF PREVIOUSLY SUBMITTED PLANS, PLEASE ENTER THE 􀁁􀁓􀁾􀁉􀁇􀁎􀁅􀁑􀀠TCEO LOG NUMBER;
::z (?tJ,S771 -I?8'2. , Please cali (512) 239·6960 If you have questions regarding tl'llIj form. YOI.Ir ootlperation wm help \18 prevlde better service. Additional helpful information
atld rules are available at ourwibstte: . -\' http://www.tnroo.state./)(.U$lpermitting/waterpermiudlplanl!!lv.html I hereby Certify that the above Information is, to tho best of my knowledge,
true lilnd ootrect. Signed P.E. '$sal Here: Prlntecl Englneer'S Name . Reviled G911311l4 
z 􀁾􀀠 ,.......... -Ngtes , 1, All <:onstruction sbaD be in accordance witb standard Town ofAddison construction specifications. II 2. The design is not to scale. Final dimensions sbau
be determined after e XI.$",,5?, 􀁃􀁾􀁉􀀮 completion ofproject mid included with as.built drawings. , ( flDP1.st/y) 3. All construction sball be performed witbin tbe Town ofAddison.
, PRg p. 11 (iJ'E'1f: 'VAl/iT' .. Pfi!I'p. ,,1/X 3-" ,4£.L -ct:r.? 􀁾􀀠 CctNcRc$" . PRPP,""p.v,C,/\ ' . 'f/1RV5T " PtePp. fI" , (AV()f.5PiV)f!DJW1!.ETE. ,8,-"ckf,vt;.. P. 1/, c.' . PRP"",S"
li-SAII(OP(V @.>'(. ..TIll/$'( /!i.XlS,r. a: r/". 1/. C. (A 0 ()/SM/) 􀁒􀀺􀀺􀁾􀀧􀀺􀀺􀁥STl">'1 3"c . .;t, eAST. [flOC/t: lAiI!; ( t'( P􀁐􀁦􀀮􀁾􀀢􀀧􀁬􀁙􀀩􀀠 IIF PIUP. TC'i:. C/JiN'CRC:TE.
T/I/i!(.i;.r 13 '-􀀢􀀬􀁱􀁾 lA/£> '..:, "·s 􀀮􀁾􀁮􀀯􀁬􀁐􀀮􀀠9",)($';' • 􀁾􀀠 􀁅􀁦􀁻􀀯􀁾􀀷􀀺..,f'/,if. C, ,1/'1 PfJ;VIi,. $t: 􀁾􀁥􀁕􀀧􀀠 (F"lRI'1f£R$ .8R,IIII-'/W). ¢ V".qL v.c : .. ,Al'tPTE;
c,"NrA"T 􀁾􀀠 " IJ# 􀁾􀀱􀁲􀀠 14995 Beltwood Parkway f'tFFEC rEi/:) ,PR,pPifJ , 1 􀁾􀀧􀀮􀀧􀀠 􀀧􀀩􀀮􀁾􀀮􀀠 Proposed 8" Water Interconnection _ . e:>WIV,E/i?$ f'R''''R 7' . ... j;,-\ r'1v
:;1/(75 AddisonIFarmers Branch STAR.T ,PF.. C,t:l4?.577«A::TII>,n" . 
g 􀁃􀁏􀁎􀁬􀀱􀁎􀁕􀁾􀁏 ON MI>J' 24 g ! ! BOOK?AGE 1023 
DWU -Farmers Branch 16" Water Line Interconnect Town of Addison, Texas Engineer's Opinion of Probable Cost Item No. litem Units 􀁾􀀠 Unit Cost Total Cost LS 1 $1J; nnn nn $ 1J; nnn nn
2 􀁮􀁾􀀺􀁾􀁲􀁹 excavation and , and in place LF 20 125.00 '",nn nn 3 'IIIU'" CY 2 4 160" x 16" ,& , (per EA 1 9,560.00 5 118" x 16" '& , (per EA 1 439000 6 ! 16" I, Valve. : and In place
EA 2 10 nnn no 7 S 110" I Conc,,,,,,, -"YUIll ,I =including subgrade preparation, 'and in place SY 30 $ 70.00 $ 2.100.00 9 I' ",,"I,; IPlan ..... ,and LS LS 1 1 $ 1,onnnn II nnnnn $
1 II nnn nn 10 􀁉􀁾􀀠 land LS 1 11 ISOd SY 30 15.00 L<;nnn 10% t 
H;VTB Corpomri(}J} -Pl'Ojecf Sf.1t1l8 Report Project: Arapaho Road Phase III Client: Town ofAddison, Texas Report No.: 8 Time Period: 1/29/05 through 2/04/05 Prepared By: GVB I Work
Started or Progressed • Maintain Traffic Shift @Midway Rd. -Three to Two Lanes -Phase I • 10" Sanitat:y Sewer to complete tie-in and service connection • Continue installation ofStorm
Sewer Box Culverts Line A & B • Continue installation inlet on Lateral along Line A, B & C Storm Sewer • Striping Formwork from the Bridge Caps 6 & 7. • Continue to assemble and set
reinforcement steel for Bent 8 & 10 Beam Cap. • Continue to Build Formwork for the Bridge Beam Cap at Bent 10. • Excavation of Roadway and Site at Brickyard IWork Completed • Storm Sewer
Box Culvert Line A: Sta 39+50 to 41+00, East ofMidway Rd. • Bridge Substructures Bents 6: Completed striping formwork form Cap • Completed the installation ofthe new 12" gate valves
at Surveyor Blvd for lowering of 12" Main and 2" service tap for pump station. • Completed the Structural Structural Excavation for the CIP Retaining Wall #1 & #3 IWork Scheduled to
be Performed During Next Week • Backfill & place Temp. Pavement at Roadway area of Midway to Shift Midway Lane Traffic to Phase II • Continue Utility Crossing ofStorm Sewer Box Culvert
Line A and 10" Sanitary Sewer across Midway Rd. • Bridge Caps -Bent 10 Concrete placement • Bridge Caps -Strip Formwork on Bents 7, and began to set formwork for Bents 8 and 5 bridge
caps for concrete placement • Brickyard site work Hl\'TB Corporaliolf Page 1'lfl 
HIVTB C01pomtioll -Project St:lfll8 RL'pol't Project: Arapaho Road -Phase III Client: TownofAddison, Texas Report No.: 7 Time Period: 1/22/05 through 1/28/05 Prepared By; GVB IWork Started
or Progressed • Maintain Traffic Shift @Midway Rd. -Three to Two Lanes -Phase I • 10" Sanitary Sewer to complete tie-in and service connection • Continue installation ofStorm Sewer Box
Culverts Line A & B • Continue installation ofStorm Sewer Line C and Lateral to inlets • Continue installation inlet on Lateral along Line A, B & C Storm Sewer • Building Formwork for
Conerete placement for the Bridge Caps 6 & 7. • Building and setting reinforcement steel for Bent 6, 7 & 10 Beam Cap. • Excavation ofRoadway and Site at Brickyard IWork Completed • Storm
Sewer Box Culvert Line A: Sm 34+48 to 37+50 & 38+50 to 39+50 East ofMidway Rd. • Completed the Storm Sewer Line C and laterals to inlets • Bridge Substrucrures Bents 7: Place Concrete
for Inv 'T' Cap • Bridge Substrucrures Bents 6: Place Concrete for Inv 'T' Cap • Completed the 16" water main lowering at Midway Road • Completed the tie-in ofLine B Storm Sewer to existing
Culvert IWork Scheduled to be Performed During Next Week • Utility Crossing ofStorm Sewer Box Culvert Line A & B:md 10" Sanitary Sewer at Midway Rd. • Bridge Caps -Bent 10 Concrete placement
• Bridge Caps -Strip Formwork on Bents 6 & 7,:md beg:m to set formwork for Bents #8 and 5 for Concrete placement • Shift Midway Lane Traffic to Phase IT • Brickyard site work Page I
of2 
FAX TRANSMITTAL DATE: _:li\:l.!!!.n"'.u"".a.r.v. .2...1...,. .2.. 0" ,0.5.. __ NUMBER OF PAGES (Including this cover shell!): 􀁾􀀱 "ih...v-..v--'Z.... u..":,,, 􀀮􀁾 􀁉􀁾􀀢􀀢􀀢􀀢􀀠I P.
t:. TO: Name 􀁾􀁾􀀠N,: JaHlW Cf pralce dr'$ 􀁐􀀮􀁉􀀡􀁾􀀠 . 􀁾􀀠 • J 'r-_ • 􀁾􀀩􀁪􀁬􀀧 iwsillt."IBiraclor IIf Pllbll. '!!JaN A,,"5 !ltt'!ll""'" 1..I'Iij L:fIf"'H 􀁐􀁬􀀧􀁴􀁉􀀡􀁴􀁩􀁣􀁾􀁮􀁑􀁔􀁡􀁡􀀬􀀠
Organizetic)M . Town of Addison . 0 . byRO<Iu"ng .... Pt'lventil'l£! PolMlon FAX Number 9721450-2837 , . FROM: TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Name ROBe Etta Winn Water SupplyOivislon,
Me 163 Mailing address 􀁾􀀠 P,O. Sox 13087 Auslin, Texas .78711-3087 "', Oivislon/RBtllon Water Supply Dlvison, Utllily Crestion & Pian Review Telephone Number 512/239-6654 FAX Number
5121239-6190 NOTES; Mr, Pierce: RE; Water System Interconnectioll Between Addisen and Farmers Branch We have received your submittal r8gsrQing the following mentioned project. In order
10 proC!l1S your submittal. addilionallnformalion is required. Please submit the reque8ted informalion.wllhin 30 days of this notice, If response Is not received within this time, It
will result in the original meterials baing returned and youWill have to resubmit a new package for review/approval. "'Enginllsrlng plans with eael! page aigned, aellled and dated by
a TexB5·licensed 􀁰􀁲􀁯􀁦􀁾􀀸􀁓􀁬􀁯􀁮􀁥􀁬􀀠engineer, ...Technical Specifications thai 􀁡􀁲􀁾􀀮􀀡􀀿􀁰􀁵􀁲􀁬􀀡􀁌􀁉􀁉􀀮􀁦􀁬􀁩􀁉􀀢􀀠contained, signed, seeled and dated by a'rexas-licensed
professional engineer 􀁯􀁮􀁾􀁾􀁾􀁾􀁟􀁾􀁩􀁾􀀺􀁡􀁱􀁾􀀮􀀺􀁯􀀮􀀭􀀩􀀠 " " "Publle Water Plan Review Submittal form (attached.) Please fdl out, sign, sualsnd date Ihe attached 􀁦􀁯􀁾􀀮􀀠 "
Reference all Mura correspondence 10 TCEQ Log No. 200501.082. If you need further 􀁾􀁳􀁳􀁩􀁳􀁴􀁡􀁮􀁣􀁥􀀮􀁰􀁉􀁂􀁡􀁓􀁥􀀠 contael me at the numbers listed above, . Sincerely, Rose Elta
Winn 
--------AJW# PCO-01 PCO-02 Change Order # 1 2 PC0-17 2 PC0-05 PCO-06 PCO-08 PC0-23 PCO-24A PC0-25 PC0-26 2 2 2 Bid Item 1201 1202 1203 1204 1205 1206 1207 Pending Change Orders Description
Security Fence a Reservoir 2" water tap for future irrigation @Surveyor Blvd. Wiring to tie-in to new irigation system Moving A -control near pump station Relocating the existing Comfort
Suite irrigation system from under the future Sidewalk and onto comfort Suite ROW Inconvenience Sign -Two (2) signs Cement Stabllzed Sand For TXU Conduit-250 tons 8' Gate Valve steel
CaSing Encasement for Sanitary sewer Tnemenc paint for Arch Acess handhole in stringer and conduit for future electric Change over to Gasket Piping at Brickyard -. 􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭 "''''--Unit
Price $ 31.37 Cost Submitted $ 8,508.94 $ 1,912.45 $ 3,488.71 $ 278.59 $ 7,841.51 $ 937.94 $ 3,750.95 CC--$ 4,504.32 $23,995.97 􀁾􀁾􀁴􀁵􀁄􀀩􀀠 Agreed Cost Value $ 8,508.94 OK OK OK OK
OK OK Future Rev No 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04-22 CHANGE ORDER NO. 02 TABLE A::. FQI'Ce Account Work and Materials PIa:::ed into stock LABOR HOURLY lIl1LY RA1'I! I _uw
UNIT UNIT PRICE I QUANTITY ITEM COST QUAHTIT'/QUAImTY ITEMCOSr UNDERRUN 
ARCHITECTS ENGINEERS PLANNERS 9()Veors ')-.! (,{,I·;I,.!(, /;1.\' 'r.!·(,(,j·'i(,j /WI/wllllll),,",,,,, December 31, 2004 Mr. James C. Pierce, Jr., P.E. Assistant City Engineer Town
of Addison P.O. Box 9010 Addison, Tx 75001-9010 Arapaho Road Phase 3 Certificate of Insurance In accordance with the provisions of the agreement with Town of Addison, we are enclosing
the Certificate of Insurance for January 1, 2005 to January 1, 2006, conforming to the requirements of the agreement. This is forwarded for your information and file. Should you have
any questions or comments, please do not hesitate to call. Very truly yours, HNTB CORPORATION Project Administrator Central Division Enclosure 25768 I I", 11.\ { Jj (" 11//1 " II /('
.< "iIICI' 11;\\··.·':1'1 '\ 1'.'.11'''"' '.11' 111\'.1\ 􀀢􀁾􀁉􀀠 \1'11\ 1\ 1',\1",1;"1',1 111','''1''', \11 􀀧􀁉􀀧􀁜􀀧􀀺􀁉􀀡􀀧􀁾􀀨􀀩􀀬􀀧􀀠 'I!\I,I.I'I'" ,\\ 'I!I' I',') II 􀀨􀀱􀀢􀀮􀁬􀁩􀁜􀂷􀀮􀁾􀀧􀀠
"I' "I' ',Jill' ('11 1'111 􀁜􀁾􀀠 I, I>I,II!I «0 III 11(')11 \11 11);1,,1\1 1111(I']"iH> (I JII(!;,IILlI '.\ 11,'1 'I", I, l'.I,JI'li'''II' ]', 11< "''''.\IUI II 1-.\\'1,,11\ \1" "'-'
,,'.11 I I 1'\ J \ \ ,I", III. I'" \ '\,;1 r j' , \ I ('I 1"\ II I I ,,\ \1 II )h",\ \\ J III \ \11 I I \111 II II );1 r \1 I \11'\ ',1 11-' ., I" \1, \ 􀁜􀁾􀁲􀀠JI II I I I', "'\. \'
)!if.. '\ \ ,. \"1 \, I' ( \ "li\',,,1 "'I '\1\ '\ "iii \',1'" ,I <)111;1.1'\111'lllh :,' l'llil 􀁜􀁉􀁊􀁉􀁾􀁉􀀧􀁉􀁉􀁉􀁜􀀠 1'\ 1'''1(11 \'\1' \11 '11111(,1; '\, 'I i"l I' \11 'iii 1\1.,
'111 II "1'\ \'\1,,'\1" 1\ '\ '\ III ]('\ 11:1 '1'\" , \ '\'\ Iln,\' I" , , \ \ ,\ '\ i' "! , I 'I \1 III \1 \ I \\11'\ I] 1"11 I,,) "II \\" '\1 '\ I \\ 1"111'\( ", \,\ 1" 
i DATE(MMlDOrrf'Y'YY} ACORO,. CERTIFICATE OF LIABILITY INSURANCE I 12/112004 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Liberty Mutual Insurance Company ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE Financial Plaza II HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 6800 College Boulevard.
Suite 700 Overland Park. KS 66211-1547 iINSURERS AFFORDING COVERAGE • NAIC# INSURED I INSURER A: Libetn' Mutual Fire Insurance CompanV 23035 , HNTB Corporation !INSURERS: 5910 W. Plano
Parkway. Suite 200 􀁾􀁾􀁩􀁩􀁃􀀺􀀠 Plano. TX 75093 ! lNSUREHO: : lNSUREAE: COVERAGES THE POLlCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLlCY
PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE
AFFORDED BY THE POLlCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE'
􀁾􀀢􀀠 􀁾􀀠 LIMITS , EACH I, A >i COMMERCIAL GENERAL '-IA8\UTY T82-141-433035-214 1211104 1211/05 I .., 1 nnn non 1CLAIMS MADE 􀁩􀀩􀀨􀁾􀁊􀀠OCCUR ,MED' S 5000 -.._._i , 1 nnn onn --------•
C,FNFAA< , ?MnMn --_. GEN'L AGGR£GATE w.m 􀁁􀀷􀀡􀀺􀀡􀁾􀀱􀀠PER: >AM , ? . I POLICY; . 􀁪􀁾􀁲􀀠 I ILoc AUTOMOBILE UABtLITY COMBINED SINGLE LIMiT A X._ MOYAUTO AS2-141-433035-204 1211/04
1211/05 (Ea accicenl) S 1 11m non ,_: ALL OWNED AUTOS OOOIL Y rNJURY S : .• 􀁾􀀠 SCH£OULEOAUTOS (Per persoo) 􀁾􀀠____: HIAEOAUTOS BODilY INJURY S 􀁾􀁟􀀺􀀠NON-OWNEoAUTOS (Per seeidenl}
I --,----....... -_._PRQ?ERTYOAMAGE (Per accident) $ I I • EI , -ANY AUTO OTHER THAN EAACC , AUTO ONLY: AGG S , 􀀧􀁯􀀬􀀬􀁾􀀠 S POCCUR D CLAIMS MADE S RDEDUCT,'SLE , :S I : $ S , WDRKERSCOMPENSATIONAN
O 􀁘􀁾 WA2-14D-433035-665 11/1/05 􀁾􀁯􀁾􀁾􀁊􀁾􀁾􀀺􀁾􀀻􀀻􀀠 1°,'11 e"'PLOYERS· LIABILITY 1$ 􀁾􀁮􀁮􀀠om A ANY P=!OPAIETORlPARTNERfEXECUTIVE WA Policy deductible , 􀁾.. I .,.n per ".' <or"
OI"I"ICERlMEMBER EXCLUOEO?" occurrence/claims 􀁾􀀠 Mutual El I s "nn 11M , "coo,,"',. I will (may) deduclible arno JOt El DISEASE. POLIcY LIMIT Is i OTHER HNTB Job 25768; Arapaho Road
Extension -Phase IIfIIi Additional Insured: Town of Addison as respects general liability and automobile liability. CERTIFICATE HOLDER CANCELLATION SHOULD N4Y OF THE ABOVE DeSCRIBED
POLICIES BE CANCELLED BEFOAE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER W1LL E:MQQII'llFkI:I MAIL 􀁾 DAYS W'RITTEN Town of Addison Public Works Department NOTK::E TO THe CERTlFICATE
HCM..DEA NAMED TO THE 􀁌􀁅􀁆􀁔􀀮􀁉􀁊􀁐􀁬􀁭􀁉􀁾 􀀱􀁉􀁉􀁴􀁄􀁉􀁈􀁛􀁾 P.O. Box 144 􀁟􀁭􀁡􀀺􀁊􀁉􀁉􀁟􀀢􀀧􀁬􀁉􀁬􀁋􀁬􀁬􀁉􀁉􀁜􀁉􀁉􀁬􀁬􀁬􀁬􀀱􀁘􀁟􀁉􀁉􀁉􀀧􀁊􀁉􀀡􀁉􀁋􀀹􀁉􀁾􀁉􀁉􀁃􀁾 Addison. TX 75001
-,.--. 􀁁􀁕􀁔􀁈􀁏􀁒􀁡􀁅􀁏􀁁􀁥􀁐􀁒􀁥􀁳􀁅􀁾􀁔􀁉􀁖􀁥􀀠 jJ 􀀯􀁽􀀩􀀮􀁾􀀠 ACORD 25 (2001/08) /􀁏􀁁􀁃􀁏􀁒􀁄􀁃􀁏􀁒􀁐􀁏􀁒􀁁􀁔􀁬􀁏􀁎􀀱􀁾
. " IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificateholder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate
does no! confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract
between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or aller the coverage afforded
by the policies listed thereon . •CORD 25 (2001108) 
Weekly Meeting Agenda Date: Tuesday, Dec. 14,2004 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues 1. Keep up maintenance 11m orange fence. 2. Check for
backup alarms lin trucks. 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 offon it yet. 11-30-04 The RFI was verbally not approved by URS. AlW requested a product to use. 1 1-30. We have received a weld
detail for the splice on 12-3. AlW is reviewing the detail. Additional details between AlW and HNTB need to be resolved. 2. The MSE wall shop drawings have not been returned to AIW.
III. Old Business 1. A new Irrigation plan sheet for Comfort Suites is forthcoming. AIW received the revised plan sheets on 12-2. American Landscaping is pricing. 2. AlW needs a Tap
drawing for a proposed tap on the 16" water line in Midway Road. AlW received the drawings on 12-2. HNTB is is looking into this. 3. The Town asked about the paint submittal for the
arches. Ben explained that system II paint is not tenable. A similar painting system will be submitted. A letter from Sherman Williams has been given to the Town. I 1-2. The Town is
leaning toward the tnemec paint for the arches. 11-30. A meeting was held on 12-1 for the rail painting. 12-7 HNTB said to proceed with the Tnemec paint. I I' • I I i .' 
4. Archer Western is waiting on HNTB to give us a letter to submit shop drawings for the light holes in the Stingers . .Janiel stated that the letter is on the way . .Janiel said the
letter will be sent. I I -2. Andrew will return the letter to .Janie!. Lerter and pricing was sent on 11-11. Waiting on response.1217. 12113. 5. The roadway grades at the brickyard will
not tie into the Railroad tracks. Jennie is looking into this. 1'-26. HNTB needs a RFI from AlW. The grades will be adjusted. 11-2. Andrew and HNTB will review the grades today. I 1-2.
AIW has requested a revised plan sheet for this area. 11-3 •. HNTB is in the process of revising plan sheets. 6. What is the status of the buried ties and trash at the brick yard The
Town is looking into this. 11-8. HNTB is waiting on test results. The Railroad will remove all the ties from this area. HNTB will not comment at this time. I 1-16-'4. HNTB is waiting
on ground water sample results. 11-3'. HNTB has requested pricing on gasket RCP in this area. 11-3'. AlW is working on pricing. 12-7 The Town will handle the removal of all questionable
materia!' HNTB has received the pricing for gasket l'tCP at the brickyard. IV. Change erders 1. Irrigation lines at Comfort Suites. 2. Tee for irrigation line off 16" line. V. New Business
1. A traffic control plan has been submitted to the Town for detouring Midway Road during construction at this location. 2. After field verifying the elevation of the relocated SBC line,
there are several areas where the new line will be in direct conflict with the slotted under drain pipe, the retaining wall, and inlets or laterals. 11-23-04. V.Misc. I. TXU needs to
remove and relocate the poles at Addison Road. Guy will check into this matter. 2 . .Joes the Town know what kind of pipe the 16" water line is? Where are the valves located? On Beltline
and North of the tracks. Who will be affected? The Rink, Mong.Grill, Citgo, and Doughnut shop. I' i I I, , •j I··· , • 
3. The light poles need to be removed in the Midway median. We will not be able to detonr on Thnrsday !2-16 if the are not removed. VI. Schedule! Review Weekly Schedule ,: ' ' 
12f13f2004 ARAPAHO ROAD , L? 11." Current Week Next Week Following Week ;'reher 􀁜􀁴􀁶􀁾􀁥􀁲􀁮􀀠 M T W T F SIS M T W T F SIS M T W T F SIS C:::ntmct))re Activity Description Prod 13
14 15 16 17 18 20 21 22 23 24 25 27 28 29 30 31 1 SUBS/NOTES •ExcavatelEmbank Brickyard X X X X X /X X X X X /1/X X X X X X X X X X X • i Box Culvert Line A /X X X X X /' Box Culvert
Line B X X X X X /X X /Roadway Embankment X X X X X /' X X X X X /X X X X X /' Midway Median Detour Work . X X X X /' //10" Sanitary Sewer X X X X X /' X X X X X 1/X X X X X /Line C
& Laterals W A I T N G //Laterals Line A & B X X X X X X X X X X X X X X I X /' //' 1Bent 10 Arms X X /' //Trenched Retaining Wails /' X X X X X /' X X X X X /' Trench Sub CIP Retaining
Wall /' X X /' X X X X X /' Drilled Shafts X X X X X /X X X X X /' X X X X X /' ATS Columns X X X /' X /X X X X X /' Caps /' /X X X /Bent # 9 /' X X X /X X X X X /' Jack & Bore line
C X X X /' X X X X X //' Longhorn 1 Inlets Inlet Spec. 
Steve Chutchian From: David Wtlde Sent: Friday, December 10,2004 5:00 PM To: Jenny Nicewander; Jim Pierce; Mike Murphy; Steve Chlltchian Cc: Jerry Davis; Charles Mcelroy; Phillip Kagarice
Subject: Surveyor Pump Station Gentlemen: Just an FYI for advance planning -beginning @Jan 3-5, the 50" DWU line servicing the Surveyor P.S. will be shut down and dewatered for the line
lowering for the Arapaho III project at Comfort Suites. The line will have to be shut off and emptied, then after the line is lowered and the new valve put in, it will be chlorinated
with chlorine gas fed from Marsh Lane back to the BellwOod Pkwy reservoir. After completion of the chlorination (and associated testing), the line will be recharged and put back in service.
Obviously, Surveyor will not be getting water during this process. You will probably want to look into what you want to do with regards to water level in the tank, tank cleaning, refilling,
etc., while this is happening. You will probably want to shut off the ROF valve while while the line is empty also. Extra precaution for the viability of Celestial Pump Station during
this time will also be appropriate. 'Dave 1ViUf.e Public Works Inspector Town of Addison PH: 972-450-2847 1 
15!$0 􀀮􀁜􀁾􀁕􀁲􀁴􀀧􀀼􀀱􀀩􀁮􀀮􀁲􀀠Urn: .·lddr¥{)I1, TX 7501)1 ARCHITECTS ENGINEERS PLANNERS December 8, 2004 Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, 1X76006
Attention: Mr. Ben Withered Re: Video Record of the Project Dear, Mr. Withered This letter is confinn the above reference issue thatwas discussed on December 7, 2004, progress meeting.
The Town ofAddison has contracted Channel 3 Productions to document the progress of the 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 cooperation from Archer Western Contractors, Ltd to document this construction project. Thank
you. Re7L 􀁤􀀡􀀩􀁾􀀠 Guy 􀁶􀁾􀀭􀀭􀀺􀁚􀁥􀁮􀀬 E.I.T. HNTB 􀁾􀁾􀁾􀁴􀁩􀁯􀁮􀀠 Attachments: cc: Project File Steve Chutchian. Town ofAddison Jenny Nicewander, Town ofAddison Michael Ebeling,
HNTB Corpomtion Jerry D. Holder, HNTB Corpomtion The H.VTB CompanltZJ omrcs: AI.EX,\:-'1)R!,,,, ',..􀁾􀀠,,""':X:\I'OU:;. )oJ!).....TL...􀁾􀀷􀀮􀁜􀀮􀀮􀀠D.\.. A,CSTIX TX BATO" ROt:CE. L.I.:
[JOSIO:S,:\L\: C'HARU::::rO:-r. 0;: C'HARlESrm;. '),-,,: CHlC'AOO.1L C"LE'.U.I.... ..D, OH: ,OtL"}IDt'!t ')9. D-\LLAS. TX; DF.'''\''t]L ('0: pF.'FROrT, \li.1!tKfNS, \.\"\!: pAIRFIIiLO,
>tS; FT. \\-oRTIf. IX; H.-I.JtWORO. CT. HOU5TO .... TX: t:-mI,\.'lAPt)U5. f};: 11\\1'l-'£.C.-I... KA.'\'S">'s CITY, 
Due to field condition at the frontage for the Comfort Inn along Arapaho Road, it was determined to additional irrigation zones. See reissued contract drawing sheet IR-09, page 232 for
the issue referenced above. Archer Western Contractors, Ltd. is directed to submit a cost proposal to accommodate the redesign of the irrigation system along Arapaho Road -Phase TIl
Project Archer Western Contractors, Ltd. is directed to proceed with the work described above not to cause any delay in the job schedule. All work and material is required to conform
to the contract specification. N'.',-􀀭􀀺􀁾􀀢􀀠 ,. '. , d 􀁾􀁻􀀩􀀧􀁢􀁥􀀧􀀶􀀢,,;':'l,'. 'i, 1.'4 ..' ": Thank you. " , ' ,"I,JtI!(;l.:( • 􀁾7f' , , " , HNTB orporation ' ,\ ',', ';"':"
Attachments: cc: Project File Steve Chutchian, Town ofAddison Jerty D. Holder, HNTB Corporation Michael Ebeling. HNTB Corporation :',. The HSTB COmpalll1l!.$ ARCHITECTS ENGINEERS PLANNERS
December 6, 2004 Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, 'IX 76006 Attention: Mr. Ben Withered <II <II Re: Irrigation System at the Comfort Inn Frontage
Dear, Mr. Withered 15151) Stln'o?J'(w I1lni Addl;;nn. rr 7jllO /􀀹􀀧􀀷􀀧􀀱􀁾􀀳􀀨􀀮􀁊 -f)()6..I F.:Ll-􀀹􀀺􀀲􀁾􀀻􀀶􀁊􀀭􀁦􀀩􀁦􀀩􀀨􀁊􀀵􀀠 www.hnrb.com omctS: AL€:-O:.\..''DRL\' VA ...."";,\?QlIS..\ti?:
ATLA..''T.\. Q.\: ,\t:s.1'T:<I. TX. B....ro;.4 R,Ol:CE. LA: eOSTON. M.o\; CHARl..£S'fON. CS; 􀁃􀀧􀁬􀁴􀁁􀁊􀁴􀀮􀁌􀀺􀂣􀁓􀁔􀁏􀁾􀀠􀀧􀁬􀁾􀀢􀀧􀀺􀀠CHlCAOO. It.: ct.e:vELA..'ID. Of.!; 􀀨􀀢􀁃􀁬􀁭􀀬􀀮􀁭􀁾􀀺􀁳􀀬
􀀠Of!: DALL.\.'I. TX, 􀁏􀁾􀀧􀂷􀀡􀀺􀁒􀀠\.'0; OrrTR,oIT. '-11: n"l1>1i. 􀀧􀁓􀀮􀀭􀀬􀁾􀀠 F.'-IRFIELO. 􀁾 FT. WORTH. 'f'X: H,\RTFORD, Cf: HOt}STON'. TX; 􀁲􀀮􀀭􀁴􀁄􀀧􀁁􀀮􀁾􀁩􀁕􀀢􀁏􀁌􀁉􀁓􀀮􀀠r,./:JR\l!<"E.
C.\: KA.Ns,,\sCITY. 
IS15r) Sur\"<!J\?r mwi I : I􀁾 i i =JARCHITECTS ENGINEERS PLANNERS Addistl/T. TX 75f}(JJ December 6, 2004 Archer Western Conttactots, Ltd. 2121 Avenue "J" Suite 103 Atlington, TX 76006
Attention: Mr. Ben Withered Re: Irrigation Water Taps Dear, Mr. Withered The Town ofAddison had reviewed the locations ofthe existing water mains and has decided to change the type of
connection to provide for future development for the issue referenced above. Atcher Western Conttactots, Ltd. is directed to submit a cost proposal to accommodate the redesign ofthe
irrigation water taps and addition piping for the tie-in of the new irrigation system along Arapaho Road -Phase III Project See reissued contract drawing sheet JR-01, 02, 06, 07, 09&
12 for the issue referenced above along with the attached sheet for material quantities for this redesign. Atcher Western Conttactors, Ltd. is directed to proceed with the work described
above not to cause any delay in the job schedule. All work and material is required to confonn to the the contract specification. Thank you. 􀁾􀁾􀀮􀁊􀁟􀀠 HNTB C/rporation Attachments:
cc: Project File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation The liSTS Companies omcrs· .-'.LE;(i",*,URI.,,-v .... 􀁁􀀮􀀮􀀢􀀺􀀭􀀺􀀮􀁜􀁐􀁏􀁌􀁬􀁾
. .\ro. ATL\."'TA, (H.:. At.::m:-:, 1X 􀁂􀀮􀁜􀁲􀁯􀁾􀀠ROL"OE. LA: UOSTOS:. 􀁾􀀱􀁁􀀻􀀠CHMLE5TO};. C'S; CHARI..E5TO:-:, '¥I\'; t'lnc,,\oo.. It.. C'l.[!\"El.i\,,'lD. 011: 􀁲􀁯􀁌􀁮􀀬􀀱􀁩􀁉􀁻􀀺􀁾􀀮􀀠0H:
O,\ll.\5. TX: D£:-'''\Tlt. co; DETROIT. :.t!. EL.K':"$. WV. FAIRl"lF.LD. Xl; FT. '.'fOR1lt TX: n,\RTf'\")(U). fL, 􀁈􀁏􀁉􀁊􀁓􀁭􀁾􀀮􀀠lX. fXPUXAPOLlS. IS; 􀀧􀁒􀁜􀀭􀀺􀁾􀀱􀀮􀁬􀀺􀀠CA; KA!>SAS
t.'1TY. 
ARAPAHO ROAD EXTENSION PHASE III ESTIMATE OF ALTERNATIVE WATER TAPS FOR IRRIGATION AREA #1 -SURVEYOR AND ARAPAHO # ITEM UNIT PUANTITY 1 Re-Iocate controller with wiring east LF 400 2
Add 2" service tap EA 1 3 Add 2 1/2" main line extension LF 130 -AREA #2 -MIDWAY AND ARAPAHO # ITEM UNIT pUANTITY 1 Add 16" x 6" tee and 6" valve EA 1 2 Add 6" service extension to west
LF 40 3 Add 6" x 4" service tee and 4" valve EA 1 4 Add 4" main extension LF 110 AREA #3 -ADDISON AND ARAPAHO # ITEM UNIT pUANTITY 1 Add 24" x 8" tapping tee and valve EA 1 2 Add 8"
service extension to west LF 65 3 Add 8" x 4" service tee and 2" valve EA 1 4 Add 3" main extension LF 240 5 Add 2 -6" sleeves LF 420 6 Street Removal and Replacement SY 55 
􀁲􀀺􀀱􀁾􀁩􀁩􀀽􀁊􀀠 The HNTB Companies Arapaho Rd. -Phase III Request for Information Response To: Archer Western Contractors, Ltd. Date: December 2, 2004 Originator: Andrew Scheennann
RFI Number: R-AW043 Subject: 4" subdrain Tie-in 􀁬􀁯􀁣􀁡􀁴􀁩􀁾􀀠@STA 39+55 Request: Please reference the attached sheet 189 and sheet 100 According to sheet 189, the 4" subdrain for
the 3 tree wells locates in the sidewalk from Sta 39+60 to 40+20 shows to terminate into existing stub out behind curb (see Storm). Sheet 100; the line B storm sewer drawings does not
show any stubs outs or inlets in this area. Response/Action Taken: The 4" PVC Tree subdrain is to tie-in to the newly installed 5'x 6' concrete box culvert just West ofthe last tree.
The 4" subdrain shall be installed at a min. 1% slope and tie-in at the upper 2fr of the sidewall of the concrete box culvert to allow for proper drainage of the tree wells. See attached
plan sketch SK-1. By: Date: December 2, 2004 1ianBaulen, HNTB Corporation Cc: Project File Steve Chutchian, Town ofAddison Jerry Holder, HNTB Corporation Michael Ebeling, HNTB Corporation
David Boles, HNTB Corporation Katura Curry, Grantham Assoc. Page 1 ofl 
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15151) 3ut1v} n,. 􀁔􀁊􀁾􀀧􀁹􀀠 􀀮􀀧􀀻􀁤􀁤􀁦􀁾􀁦􀀢􀀡􀀬􀀠r:r 750f'l ARCHITECTS ENGINEERS PLANNERS 􀀺􀁲􀀲􀁾􀀳􀀨􀀻􀀱􀂷􀁉􀀩􀁏􀀢􀀻􀀬􀀺􀀠 F.lX 􀀺􀁾􀁲􀀺􀀻􀀮􀁊􀀶􀀡􀂷􀀨􀁉􀀨􀀩􀀨􀀧􀀵􀀠 􀁬􀀻􀁉􀁾􀂷􀀧􀁬􀀧􀀮􀁨􀁬􀀧􀁴
􀀡􀁮􀀬􀀧􀀻􀀬􀀨􀁬􀁬􀀩􀀻􀀠 November 15, 2004 Archer Western Contractors, Ltd. 2121 Avenue "]" Suite 103 Arlington, TX 76006 Attention: Mr. Don Good Re: Holiday Work Schedule Dear Mr. Good,
We are in receipt of letter dated November 11, 2004, in which you are requesting a tom! of 11 days to be considered neutral days. In discussion with the Town ofAddison, it is their position
that these II-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 if you have any questions
regarding this matter. Thank you. 11-bJ-Guy v-:hauJen, E.I.T. HNTB Corporation Attachments: cc: Project File Steve Chutchian, Town of Addison Jenny Nicewander, Town ofAddison Jerry D.
Holder, HNTB Corporation Michael Ebeling. HNTB Corporation The HXTB COli/COli/pontes ')F'Fr'ES: ;\!.E:';,\":OR1.\. \',\; AX'SAf'OU". \tD: ATl.,\,....TA, G.\; Al':>TfX TX. I>,\TO":\ !tal'Oe,
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.:,\: S,"" fR.\.'-:SICO. e.\: :'i.I...., 􀁊􀁏􀀤􀁆􀁾􀀠ex SF. ..\TrL.Il. W.I.: T.\MPA ft,: TO'..£OO. OfJ: 􀁗􀀬􀁾􀁕􀁉􀁘􀁇􀁔􀁏􀀡􀀧􀀮􀀠0.<: 
15150 Sllfw:yor lJh'd I : I 􀁾 i i =J ARCHITECTS ENGINEERS PLANNERS Addl.l"()l1, TX 75001 9-2·3til-O{Jfi..i. F..li.' 1;-::.·3()1.f)065 www.hmb.com December 6, 2004 Archer Western Contractors,
Ltd. 2121 Avenue "J" Suite 103 Arlington, 'IX 76006 Attention: Mr. Ben Withered Re: Structural Steel Arch Paint Dear, Mr. Withered This letter is to confinn the discussion that occurred
on Wednesday, December 1, 2004 in Archer Western Contractors, Ltd. office trailer. Archer Western Contractors, Ltd. is dkected to proceed with the painting of the Structural Steel Arch
for the Arapaho Road -Phase III Project utilizing the Tnemec -High Build Epoxoline 66 & Endura-Shield II 1075 wi F1uoranar 1076 Clear Coat. Archer Western Contractors, Ltd. is dkected
to proceed with the work described above not to cause any delay in the job schedule. All work and material is required to conform to the contract specification. Thank you. 􀁾􀁁 /bJ---􀁇􀁵􀁹􀁶􀁡􀁮􀁂􀁡
􀁾􀀬 E.I.T. HNTB Corporation Attachments: cc: ProjectFde Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation Tho H.\"TB Companfe:i OTF.crs.
ALF.X,x.'1)RIA. """IS.·'Ij>OLIS. :'.tl); ,\TI.A:'-':\. GA AUSTP.l. TX. BATON ROUOE. LA: BOSTON. ;\!A: CHARLESTON, CS; CHA.I'I,.l,.CsTON. \\i": CHICAGO. IL: CLEV"El..,.\l';"D, 00, 􀁃􀀭􀁏􀁌􀁮􀁬􀁂􀀻􀀻􀁾
􀀮􀀠OR 􀁄􀁁􀁌􀁌􀀧􀁜􀁾􀀠 OF:""£«. ('0: DKTR.QIT. 􀁾􀁮􀀺􀀠ELKf:.Is, 'Ii\!: f . .>.JRfIEL.D. N/: FT. WORTH. TX: H,-\RTFORD. CT: HOI.'St'ON. TX; 􀁲􀁾􀀢􀁄􀀧􀁩􀁜􀀧􀀺􀀭􀀢􀁎􀀧􀁏􀁬􀀮􀁉􀀵􀀮􀀠DO:
fRYT!\"E c..;;. Kli..'OSAS CITY, 
15150 SIIM'eyor {j!\,d I : I 􀁾 i i -JARCHITEcrS ENGINEERS PLANNERS AddhlOn. V." 75001 9"2·361·0OM WAX􀀩􀀹􀁾􀀲􀂷􀀱􀀶􀀱·0065 h",+'w.hncb,COfh December 6, 2004 Archer Western Contractors,
Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered .. ,; Re: Claim Caused by Loss ofPower Dear, Mr. Withered During the installation ofthe 12" PVC Sanitary
Sewer on November 11, 2004, the electrical service was damaged causing loss of power to the adjacent building which is occupied by MAPSCO, Inc. Attached is a claim submitted by MAPSCO,
Inc. for the losses incurred as a result of said electrical service. It is Archer Western Cont:rnctors, Ltd. responsibility to submit and provide coverage for the aforementioned claim
on bebalf of MAPCO, Inc. Kindly provide proof ofyour company submittal of said claim. Thank you. Guy Van aulen, E.I.T. HNTB orporation Attachments: cc: Project File Steve Chutchian,
Town ofAddison Michael Ebeling, HNTB Corporation Jerry D. Holder, HNTB Corporation The H.VTS CompanIes crF1C"E..'1:, ,·\LJ;x,\>.mt." v,,\,; 􀀬􀀧􀁉􀀮􀀢􀁾􀀬􀁜􀁐􀁃􀁉􀁗􀀻􀀮􀀠;\1'0; ATl,\.Vf.\'
or..: 􀁁􀀮􀁬􀀧􀀡􀀻􀁾􀀮􀀠T':,-RATO'" 􀁒􀁏􀁻􀁾􀁇􀁅􀀮􀀠u ..: OOSfO;./.:'>lA: cHARl.EStI);l. CS; ClL\iU.£STC!-o'. 'J....... {"HtC.\GQ. tL. 􀁣􀁴􀀮􀁅􀀢􀀢􀁕􀁁􀀮􀀮􀁾􀀮􀀠OR: (."0U.;:\lUl:s, 01-1:
"ALt.\!>' 'f':{, 􀁵􀁳􀀺􀁾􀁾􀀬􀁲􀀮􀀺􀁩􀁴􀀠co. Oerll.mT. :\11; ns.;:l):fI. v.'V; P'-\/RFrF.LD. NJ: FT. """QRTK. 􀁔􀁘􀁾􀀠HARTFORD. cr: l4ot'sTOs. TX; t},.'OlA....:,>JIOU:>. PO: (R... 􀁲􀀡􀀧􀀮􀀧􀁦􀁾􀀠t;;
'/It.: I\AJ."SA,... CTf'y. 
November 19, 2004 Guy Van-Baulen, Err HNTB 5910 W. Plano Parkway, #200 Plano, Texas 75093 Dear Guy: 􀀱􀁦􀁦􀁬􀁾􀂩􀁛􀂧􀁏􀁗􀁾􀁬􀁑􀀩􀀠 NOV 222004 HNTB CORPORATION DALLAS TEXAS I have attached
a breakdown of expenses relating to the power outage on November 11, 2004 at the Mapsco office at 4181 Centuriqjl 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. Sincerely, L 􀁔􀁾􀀧􀀠 Executive Vice PreSident, Chief Operating
Officer 972-450-9300 -office 972-342-7397 -cell cc Steve Chutchlan, Town of Addison Bill Crepeau, Charter Furniture (Landlord) to !! Mapsco, Inc. :: 4181 Centurion Way :i Addison,TX:
75001, :L . " ". ";. ' . ..'. '.,' " :,,' -: ;' -, 􀁾􀀮􀀠. ",: Ii Expenses relating to Power Outage on November 11,2004. ;1' ., " ., ., .. a "!I' .' !r ii' 1, r , Labor Payroll Taxes
.. "' '; " 􀁾􀁾􀁪􀀨􀁾􀁾􀁾􀁩􀁲􀁊􀁬􀁾􀁾􀁓􀁉􀀺􀀠􀁾􀁾􀀧􀀭 ,; ", Total Labor . 11.453.40 Hii':::;, "::' :';: 'i::;, MAPSCO, INC. • 4181 CENTURION WAY' AOOISON, TX 75001 (972) 45()'9300 •
FAX (972) 450.9305 • www.mopsco.cam 
Steve Chutchian From: Jenny Nicewander Sent: Monday, December 06, 2004 10:21 AM To: steve Chutchian Cc: Jim Pierce; Mike Murphy; Robin Jones; David Wilde Subject: FW: RRties Importance:
High I meant to send this out last week, but this is all going on now... 􀁾􀀠an update, It is the recommendation of HNTB and our plan to only remove and haul off the RR ties and the
spoil associated with the RR ties on Arapaho. The additional borings/soils testing that was done found the same elevated levels of contaminants that was found in the pits. Since this
site has historically been a RR site, there is enough justification to assume that no matter where samples were taken the levels of contamination would be elevated. We are only planning
to take the spoil from the RR tie pits to the landfill. At this time we are not planning or anticipating on excavation beyond the 2 pits found. HNTB has sent a letter to TCEQ on our
behalf, and with my consent, stating that old RR ties were found and will be disposed of properly in a licensed landfill. After excavation, a letter report will be sent to them detailing
the extent of excavation. It will also describe protective measures taken to ensure that water does not get into the drainage system. HNTB has sent over some 􀁦􀁯􀁾􀀠that needs to be
faxed over to Waste Management who will be receiving the waste. -----Original Message----From: Jerry Holder [mailto:JHolder@HNTB.com] Sent: Thursday, December 02, 2004 7:17 PM To: Jenny
Nicewander Subject: FW: RR ties Importance: High FYI .•• This is what needs to be done to complete this. -----Original Message----From: Brian 􀁓􀁩􀁾􀀠 Sent: Wednesday, December 01, 2004
4:06 PM To: Jerry Holder Cc: Dave Rudig; Jennifer Halstead; Scott Forbes; Daniel Filer; Guy Van-Baulen i""" Subject: RE: RR ties Importance: High 1. Send the notification letter to the
Regional office of the TCEQ. 2. I will forward all waste profile forms to Jenny. After she signs off, the information will be forwarded to the landfill. The landfill will FedEx the manifests
to us. 3. Once everything is clear with the landfill and we have the manifests, dig and haul can commence -early to mid next week. 4. A HNTB representative (me, Daniel, or Guy) will
need to be present to sign manifests as agent for the generator (Town of Addison) as the dirt is hauled off. 5. Following removal of waste we will wait to receive copies of the manifests
from the landfill, showing proper disposal, so that I can include them in my report. 6. Write the letter report. 1 
Arapaho Road Bridge -Paint Memo Page 1 ofl Steve Chutchian From: Jeny Holder [JHolder@HNTB.com] Sent: Wednesday, December 01, 20049:22 AM To: Mike Murphy; Jim Pierce; Jenny Nlcewander;
Steve Chutchian Cc: Guy Van-Baulen; Daniel Filer; Christopher White Subject: Arapaho Road Bridge -Paint Memo As a follow up to my previous e-mail concerning the arch paint, I need to
bring you up to date on the paint situation for the T-4 Rail and the Pedestrian Rail. It is a long story and is best summarized in Chris White's memo that I have attaChed. But to summarize,
we are taking the following actions: We are ofthe opinion that the cost proposal from Scott Derr Painting (Archer-Weslem Sub) is too expensive and not acceptable. We are asking Archer-Westem
to do the following: 1) Get a second quote for applying the (Frank blue) appearance coat in the field. 2) Ask the rail fabricator to give a quote for applying the (Frank blue) appearance
coat in the shop. If neither ofthese options work out in the Town's favor, we will then send this problem to URS. As you will see from the attached memo, Chlis beleves that the plans
and specs on the blidge paint leave a grey area that may be a problem. Ifyou need any further clarification, let me know. I will let you know the outcome of options 1 and 2 above. Thanks,
Jeny «Holder-Paint 11-29-04.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. 12/112004 
-----Original Message----From: Jerry Holder Sent: Wednesday, December 01, 2004 3:42 PM To: Brian Sims Cc: Guy Van-Baulen; Daniel Filer; Dave Rudig; Jennifer Halstead: Scott Forbes Subject:
FW: RR ties Importance: High Brian, let's get this thing wrapped up. Please give me a list of steps that you'll take to make this happen. Thanks, Jerry -----Original Message----From:
Jenny Nicewander [mailto:jnicewander@ci.addison.tx.us] Sent: Wednesday, December 01, 2004 3:16 PM To: Jerry Holder Subject: RR ties Importance: High Mikes on board with the letter and
the approach. I'll get the info from steve on who's going to haul it off. i'll find out about a supplemental too •.•• Jenny Nicewander, P.E. Project Manager Town of Addison Phone -972-450-2860
Fax -972-450-2837 Cell -214-850-3645 Pager -972-500-3192 Text Page 9725003192@page.metrocall.com This e-mail and any files or attachments transmitted with it contains Information that
is confidential and privileged. This document may contain Protected 'Health Information (PHI) or other information that is intended only for the use of the individual(s) and entity(ies)
to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization. If you are not the intended recipient, any disclosure, copying,
printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regulations. If you have received this information in error, please delete
it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual
Or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received
this e-mail in error and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. 2 
URS November 17, 2004 Mr. Steven Z. Chutchian, PE Assistant City Engineer 16801 WestgroveDrive P.O. Box 9010 Addison, TX 75001·9010 Re: Arapaho Road Bridge at Midway Road Phase n -Construction
Services Invoice for Professional Services Dear Mr. Chutchian: Enclosed please find our invoice for Professional Services during the construction ofthe Arapaho Road Bridge at Midway
Road for the period from September 25,2004 to October 29,2004. Also included is our Progress Report for this period outlining the services provided. Sincerely, DRS Corporation CliffR.
Hall, PE Project Manager Enclosure URS Corporation Gra)"ltone Center 3010 lBJ Freeway, Suite 1300 Dallas. TX 75234 Tel; 972.406.6950 Fax: 972.406.6951 
Weekly Meeting Agenda Date: Tuesday, Nov.30, 2004 Arapaho Road Phase III Time 10;00 A.M. Location: Field Office NOTE: The meeting scheduled for 11-23-04 was canceled by HNTB. I. Safety
Issues 1. Keep up maintenance on orange fence. 2. Maintain V.P.'s on Surveyor Blvd. 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, CliffHall has not signed off on it yet. III. Old Business 1. A new Irrigation plan sheet for Comfort
Suites is forthcoming. 2. AIW needs a Tap drawing for a proposed tap on the 16" water line in Midway Road. 3. The Town asked about the paint submittal for the arches. Ben explained that
system II paint is not tenable. A similar painting system will be submitted. A letter from Sherman Williams has been given to the Town. 1 1-2. 4. Archer Western is waiting on HNTB to
give us a letter to submit shop drawings for the light holes in the Stingers. Daniel stated that that the letter is on the way. Daniel said the letter will be sent. 11-2. Andrew will
return the letter to Daniel. 5. 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. 6. What is the status of the buried ties and trash at the brick yard The Town is looking into this. 11-8. HNTB
is waiting on test results. 
The Railroad will remove all the ties from this area. HNTB will not comment at this time. 11-16-04. IV. Change Orders Pricing has been submitted for the following items: 1. S.S. Casing
Flow-Fill 2. 8" water valve 3. Structural Steel painting 4. CTB for electrical crossings. 5. Slotted drainpricing is being reviewed. V. New Business I. A traffic control plan for crossing Midway Road with the boxes and sewer needs to be submitted. 2. After field verifYing the elevation of
the relocated SBC line, there are several areas where the new line will be in direct conflict with the slotred under drain pipe, the retaining wall, and inlets or laterals. 11-23-04.
V. Misc. I. TXU needs to remove and relocate the poles at Addison Road. Guy will check into this matter. 2. Dave mentioned the slow drainage of the ditch at Addison Rd. AJW will see
what we can do to help the problem. 11-16. The temporary crossing has been removed to allow a greater flow. VI. Schedule I Review Weekly Schedule 
•• i 11/30/2114 .. , Current Week Next Week Following Week 􀂷􀀮􀁾􀁮􀀳􀀭􀁲􀀠􀀧􀁾􀁥􀁲􀁮􀀠 M T W T F SIS M T W T F SIS M T W T F SIS C:::f'I1nicrors Activity Description Prod 29 30 1 2
3 4 6 7 8 9 10 11 13 14 15 16 17 18 SUIS/N.TES TXU Lines .; CF /1//S&J/TXU Excavate/Embank Brickyard X X X X X /X X X X X 1//Box Culvert Lines A & B X X X X X /X X X X X 1/X X X X X
///: i Roadway Embankment X X X X X X X X X X !/X X X X X 12" Sanitary Sewer X X X X /X X 1//10" Sanitary Sewer X ./X X X X X !/X X X X X /east of Midway X X X X X X X X X , . Line C
& Latterals /X !//Latterals X X X X X /X X X X X i/X X X X X V A&B Bent 10 Arms X X X X X /X X X X X !/V ! Trenched Retaining Walls /' X X X X X /' /' Trench Sub I CIP Retaining Wall
/' /' X X X X X /' i Drilled Shafts /' X X X X X /' X X X X X /' ATS Inlets X /' X X X X X /' X X X X X /' Inlet Spec. iJack & Bore line C X X X X X L X X X X X /' X X X /' Longhorn
:, ! i ! , 
____ __________ _ I: I􀁾 i i -) November 12, 2004 Th. HNTB Cf.'Itnpani4$ Date: Reldotftee:: 􀀱􀀵􀀱􀀵􀀰􀁾􀁂􀁍􀀺􀀮􀁬􀀠Ad:I5r.:tI. TX15OO1 & .PtIono:312-361..()()64 􀁔􀁯􀀺􀁍􀀡􀀺􀀺􀀮􀁉􀀺􀁾􀁱􀁾􀁤􀀱􀁥􀁲􀀠H
H'" ••••••••••••••••••••••••••••••••••• Re: i\I11P<1l1()..􀁾􀁏􀁬􀁤􀀬􀀽..􀁐􀀮􀁾􀁥..􀁊􀀬􀁉􀀬􀁉􀀮􀀮􀀡􀀧􀁲􀀮􀀨􀀩􀁊􀀮􀁥􀁾􀀠......................................... Town ofAddison 􀂧􀁾􀂣􀁲􀀮􀀮􀁾􀁉􀀺􀁶􀀮􀀺
􀀡􀀺..!()..􀁍􀁤􀀱􀁳􀀨􀀩􀁉􀁬􀀬􀀮􀁾􀀮􀀮􀀠 ............H ••••••••••••••• P.O. Box 9010 􀀮􀁉􀀧􀁾􀀨􀀩􀁪􀁾.􀀮􀁬􀀧􀁉􀀨􀀩􀀮􀀺􀀮􀀹􀀮􀂱􀀺􀀺􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠 ..... H ••••••••••••••••••••••
16801 Westgrove Drive Addison, TX 75001 WE ARE FORWARDING TO YOU: [81 Attached o Under separate covervia: f::. o Plans 􀁾 Shop Drawings o Copy of Letter o Originals o Specifications
o Change Order o Proposal o Reproducibles o Estimates o Samples o Reports o Prints o RFI#24-Request status from the Town of Addison NO. OF SHEET NO. LAST DATED DESCRIPTION COPIES S&J
Schematic The Service Tie-In for Absolute Systems from TXU 3 .... H ••••••••••••• ............1..1..1..1..2.1..0..4........ ..1 .H 􀀢􀁔􀁲􀁾􀁮􀁳􀁦􀀨􀀩􀁉􀁬􀁔􀁉􀁾􀁾􀀮􀁴􀀮􀁯.. 􀂧􀀡􀀼􀁩􀀮􀁳􀁴􀁪􀀮􀁾􀀮􀀡􀁬.
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.............................................+........................................... ••••••••••••••••••••••.••••••••••••••••••• THESE ARE TRANSMITTEO: o For approval o Resubmit
__copies for review o No exceptions taken (NE) o For your use o Submil __ copies for distribution o Make corrections noted ((ME) o As requested o Return __ corrected prints o Amend and
resubmit (AR) 􀁾 For review and comment 0 ________ o Rejected -See remarks (RE) PLEASE NOTE: 􀁾􀀮􀀼􀀡􀁩􀁳􀀨􀀩􀁬􀁉􀁳􀁳􀀮􀁥􀁤􀀮..􀁾􀁴􀁬􀀮􀀱􀀮􀀮􀁹􀀨􀀩􀁵􀀮􀀮􀁾􀀮􀀡􀁬􀀡􀁾..􀁬􀀧􀁩􀁾􀁉􀁾..
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�:.......... ... ....... COPY TO: File Sieve Chutchian, Town of Addison File 
t i i I. -1 (0.#;,S ()(;;t,f!t-􀁭􀁛􀂧􀁾􀁛􀂧􀁄􀁗􀁛􀂧􀂮􀀠 NOV 1 2 2004 HNTB CORPORATION DALLAS, TEXAS . '1$' , "-: 1 􀁾􀀠 􀁾􀀠 I 1.-..... V ,I 1"'" I, I \.. , -"'-... "'-... 7/' "t/J ,;::¥4
􀁾􀁾􀁩􀁦􀀠 
each bent for future facilities. Please find the attached pca io please contact our field -25 detailing the pricing. office. ndrew Schneemann Ass!, Project Manager XC: Ben Withered Don
Good File Archer Western Contractors November 11, 2004 Letter: HNTB -20 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road
Phase III Project No. 04-22 Stinger Modifications -pca 25 Dear Guy: The Town of Addison requested for modifications to the stinger and the geometry bents 9 and 10. The modifications
to the stingers are detailed on the attached shop drawing from King Fabrication. In addition, we have enclosed pricing for 2 -0/," PVC conduits and Junction boxes in 2121 Avenue J, Suite
103 Arlington, Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734 WWW.walshgroup.com A Member of The Walsh Group An Equal Opportunity Employer 
Archer Western Contractors, LTD. Town of Addison CHANGE PROPOSAL SUMMARY TO; HNTB 􀁾􀀢􀁾􀀱􀁾􀀰􀁾􀁗􀁾􀁾􀁾􀀮􀁮􀁾􀁯􀁾􀁐􀁡􀁾􀁲􀁫􀁷􀁾􀀮􀁾􀁹􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Plano, TX 75093
DATE: PROJECT: November 9, 2004 Town of Addison PROJECT NO.: 204059 ATTENTION: Guy Van Saolen PCONo. 25 Oe$cription: Additional fabricatIon to Sttingor 3.!ld additional condult In bent$
9&10 A TOTAL MATERIAL COST $ B TOTAt LABOR COST (Labor & Burden) $ C TOTAL EQUIPMENT COST $ SUBTOTAL $0.00 I E SUBCONTRACTOR COST $ 4,416.00 SUBTOTAL H aONO & INSURANCE AT 2. % i TIME
EXTENSI YS (FOR THIS C,,",NGE) J I ./I /; /I /􀀯􀁾􀂣􀁾􀁣 L IIIIIP(' 􀁾􀁅􀁴􀁭􀀠 oat. \ Approval Page 1 
Subcontra November 9, 2004 Town of Addison ITEM OF WORK: Additional fabrication to Siringer and 204059 additional conduit in bents 9&10 /SUBCONTRACT UNIT EST. QTY. UNIT PRICE TOTAL $
-Extra Stinger Fabrication EA 4 $570.00 $ 2,280.00 --_. -$ -S&J Extra Conduit LF 320 3 $ 960.00 S&J Extra J Box EA 4 150 $ 600.00 $ -$ -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: Install 2 -3/4" conduits for each stinger Install Junction
Box at each stinger $ 3,840.00 $ 576.00 $ 4,416.00 $ Page 2 
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 stonm 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. Sincerely, Enclosure XC: Ben Withered Don Good File 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 
Town Archer Western Contractors, LTD. PROPOSAL SUMMARY TO: ATTENTION: 􀁈􀁾􀁔􀁂􀀠 5910 W Plano Parkway Plano, TX 75093 Guy Van Sauten DATE: PROJECT: PROJECT NO.: PCO No. December 13,
2004 Tow,n. o..f .A.d dison 'SA Description: FLOW FILL Rep AT LINE C BETWEEN JACK AND BORES UNDER RR TRACK A TOTAL MATERIAL COST $ B TOTAL LABOR. COST (Labor & Burden, $ c TOTAl EQUIPMENT
COST $ SUBTOTAl $0,00 I E SUBCONTRACTOR COST SUBTOTAl $0.00 I F UNIT PRICE COST $ 34,417.2{) $34,417.20 I G TOTAL DIRECT JOB COST H BOND & INSURANCE AT 2 % TOTAL CHANGE PROPOSAL COST
TIME EXTENSION IN DAYS (FOR THIS CHAtj.9'E1 /..-, ///I /7£%Y rZ/t3ft'1 ........, 􀁾 􀁁􀁲􀁣􀁨􀁾􀁭􀀠 Date Approvtl' Page 1 
\ December 13. 2004 Town of Addison ITEM OF WORK: FLOW FILL RCP AT LINE C BETWEEN JACK AND 204059 BORES UNDER RR TRACK UNIT PRICE UNIT EST.OTY. UNIT COST UNIT OH&P(15%) UNIT PRICE TOTAL
$ -FLOW FILL RCP PIPE CY 400 $ 74.82 $ 11.22 $ 86.04 $ 34,417.20 $ -TOTAL UNIT PRICE COST $ 34,417.20 Work Description: 
Summary Archer Western Contractors, LTD. Town of Addison CHANGE PROPOSAL SUMMARY TO: 􀁾􀁈􀁾􀁎􀁾􀁔􀁾􀁂􀁾􀁾􀁾􀁾􀀺􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾 5910 W Plano Parkway Plano. TX 75093 DATE: PROJECT:
PROJECi' NO.: 􀁏􀁥􀁥􀁾􀁭􀁾􀁲 13, 2004 Town 'Of Addison 204069 ATTENTION: Guy Van Saulen PCONo. 26 Description: 0 RING PIPE FOR LINE 'C' BETWEEN JACK AND BORE'S 􀁾􀁾􀁄􀁅􀁒 􀁾􀁾􀀢􀁃􀀢􀀬􀁋􀀬􀀬􀀭________
______ A TOTAL MATERIAL COST $ B TOTAL LABOR COST (LOIbor & Burden) $ C TOTAl EQUIPMENT COST $ SUBTOTAL $0,00 I E SUBCONTRACTOR COST $ SUErrOTAL $0,00 I F UNIi' PRICE COST $ 79.207.40
G TOTAL DIRECT JOB COST H BOND & INSURANCE AT 2 "Yo TOTAL CHANGE PROPOSAL COST $80781,6' AS BID Rep PRICING FOR eQUAL PORTION OF LINE C $56 795.58 NET ADDITION TO CONTRACT ............
$23 &95.97 􀁾􀀭 TIME EXTENSION IN DAYS FOR H E -/( 􀁌􀁾􀀧􀁉􀁉􀀭 /(If,.pl A An; m 0... ! Approval Page 1 
'\ ... December 13, 2004 Town of Addison ITEM OF WORK: o RING PIPE FOR LINE 'C' BETWEEN JACK AND 204059 BORE'S UNDER TRACK ' UNIT PRICE 30" a-RING PIPE 24" O-RING PIPE 21" O-RING PIPE
RELOAD AND RESTOCK RCP UNIT LF LF LF LS EST.QTY. UNIT COST 218 $ 82.12 524 $ 66.12 231 $ 61.16 1 $ 2,199.00 UNIT OH&P(15%) $ 12.32 $ 9.92 $ 9.17 $ 329.85 $ $ $ $ UNIT PRICE $ 94.44 $
76.04 $ 70.33 $ 2,528.85 $ $ $ TOTAL ..:: 20,587.48 39,843.91 16,247.15 2,528.85 --TOTAL UNIT PRICE COST $ 79,207.40 Work Description: 
JAN 14 2005 HNTB CORPORATION DALLAS, TEXAS January 14, 2005 Letter: HNTB -29 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 #29 -Message Boards Daily Rate Dear Guy: Archer Western is submitting the following price for the Daily use of a Portable Changeable Message Board;
the price is based on TxDot's 12 months Average Bid Price. 􀁲􀀧􀀭􀁾􀀧 􀁾􀁾􀀭􀀮􀀭􀀺􀀭􀁔􀀾􀀭􀀺􀀮􀀠 New Bid Item Qty . Unit i Unit Price 􀁾􀁾􀁉􀀠 Total I _--.1J Portable Changeable Message
Board 1 Day I $ 135 $ 135 We will calculate the number of days on the Monthly Pay Estimate. please contact Andrew at our field office. Ass!, Project Manager Enclosure XC: Ben Withered
Don Good File rew Schneemann 
WhitleySiddons.co.m-Bid Price Averages Page 1 of I 􀁭􀁬􀁮􀁲􀁾􀁾􀁓􀁊􀁾􀀠 􀁾􀁾􀁾􀁵􀀺􀀮􀁊􀁉􀁗􀀮􀁴􀀧􀀡􀁬􀀠 State: TX -12 Month Average Bid Price Results ( Close Window I [ Expand All I [
Collapse All I IXLS Versionl Select a Dis! Here Total Avg. Eng. Avg. Weighted Item Description Units Dist Occ Lowbid Average Updated PORT CHANGE Quantities Estimate + 66700501 MES SGN
(TYPE DAY ALL :?9 9,002.000 133.491 125.634 75.230 12/23/2004 I) PORT CHANGE ,/" 􀁾􀀠 + 66700502 MES SGN (TYPE DAY ALL 􀁾􀀳􀀠 12,153.000 􀀱􀀳􀀴􀀮􀀶􀀷􀁾􀀠 134.827 ) 78.549 12/23/2004
II) ....PORT CHANGE + 66700503 MES SGN (TYI DAY ALL 57 21,072.000 136.024 141.143 50.005 12123/2004 OR TY II) Total Quantities = Sum of all the quantities in all the occurances ofthat
bid item. Avg Lowbids are the averages of all the low bidders prices on this item. Weighted Avg = (Sum of all (Quantities * Prices» 1(Sum of all Quantities) The weighted average takes
quantities into consideration in determining the average, so as the quantities increase, the price moves towards this figure. Close Window J I Expand All I [ Collapse All 􀁾􀁗􀁜􀀺􀁬􀁩􀁴􀀧􀀭􀁥􀀺􀀮􀁬􀀧
􀀮􀁓􀁪􀁍􀁯􀁮􀁳􀀮􀁣􀁑􀁊􀀩􀀧􀁊􀀠 Information I Help at 􀁓􀁬􀀬􀁬􀁐􀁉􀁬􀁐􀀡􀀱􀀺􀁀􀁗􀁢􀁩􀁴􀁬􀁥􀁹􀁓􀁩􀁧􀁤􀁯􀁮􀁾􀁃􀁑􀁲􀁰􀀠 (512) 477-9491 ) http://www.scandot.com!scripts/sdapp.exe/Avgltem?ScanForm?ST=TX
111312005 
January 14, 2005 Letter: HNTB -28 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-B,lUlen 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. litem : No. ! New Bid Item : i Qtv I Unit Unit Price Total : 1 . Install Isolation Valve 2 EA $ 2,861.53 $ 5,723.07 I 2 , Relocate Building Service
I 1 LS $ 1,485.02 $ 1485.02 3 DLB 12" C-909 Pipe I 70 LF $ 162.07 $ 11.344,96 I 4 Install 12" Caps i 4 EA $ 782.68 $ 3,130.74 I 5 Tie in after Testing I 2 EA $ 1,690.88 $ 3,381.76 !
6 Remove and Replace Concrete I 6 SY $ 146.23 I $ 877.40 I I I 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 the pipe together after testing (bid Item 4 & 5) Please direct
which Option we are to use. nt.:.rTfi.l.ti·on, please contacl Andrew at our field office. Andrew Schnee mann Ass!. Project Manager Enclosure XC: Ben Wnhered DcnGood File 
, January 4. 2005 􀁦􀁦􀁩􀁴􀂧􀁀􀁾􀁮􀀧􀁗􀂧􀀱􀁉􀁄􀀠 JAN 04 2005 HNTB CORPORAilON DALLAS. iEXAS Letter: HNTB -27 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 #7 -Revised Plan Sheets 9/7/04 Dear Guy: Archer Western is submitting the following prices for the additional work not
covered by current bid Items. New Bid Item Qty Unit Unit Price Total Dirt Mounds Over TXU Conduit 1 LS $ 1,376,57 $ 1,376.57 Curb and Gutter WI Slotted Drain 190 LF $ 209.09 $ 39,726.58
Curb and Gutter 126 LF $ 51.13 $ 6,442.51 RCB Lateral Tie in 2 EA $1,246,98 $ 2,493.96 Demo and Replace Existing Concrete Around Inlets 19 SY $ 141,03 $ 2,679.57 Demo and Replace Existing
Asphaly Around Inlets 5 SY $ 121.29 $ 606A4 6" CRCP 5332 SY $ 28.15 $ 150.106.46 • The prices include 15% OH&P and 2% Insurance & Bonds. I atiol},.,please contact Andrew at our field
office. Enclosure XC: Ben Withered Don Good File