HNTB Corporation 5910 VI Plano Parkway Telepl'lOne (972) 661·5626 THE HNTB COMPANIES Suite 200 Facsimile (972) 􀀶􀀶􀀱􀁾􀀶􀀱􀀴􀀠engineers Afcnitects Planr:ers Plano. TX 75093 www.hntb.com
May 3, 2005 HNTB APAC -Texas, Inc. Texas Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Morris Area Manager Re: Belt Line Road Pavement Rehabilitation
Marsh Lane to Dallas North Tollway Final Pay RequestlProject Acceptance Dear Mr. Morris: We have met with the Town of Addison staff and reviewed the latest punch list for the referenced
project. The Town acknowledges that the punch list items have been satisfactorily completed and will submit this project to Town Council for acceptance upon receiving from APAC-Texas
the following documents: 1 -Receipt of the Affidavit of Bills Paid 2 Receipt of the Surety Consent Form 3 -Agreed upon Final Payment Estimate You may submit to the Town for review and
consideration, your final payment estimate for this project. As with any project, there needs to to be an agreement reached as to final quantities and the amount of the final pay estimate
for the work performed. We are requesting that you provide us for review a final pay estimate that includes all currently approved change orders. Our records ind1cate the following:
Original Contract: $ 730,766.00 Change Order No.1: $ 1,863.40 Change Order No.2: $ 1,900.00 Total: $ 734,529.40 The original contract time to complete the project was twenty-five (25)
calendar days. Work began on October 17, 2004 and ended on December 14, 2004, a total of fifty-nine (59) days. There were two time extensions given during construction: Three (3) days
for the delivery of new material, and one (1) day for Thanksgiving Day. This yields a total of fifty-five (55) days, an overage of thirty (30) calendar days beyond the allotted time
in the original contract. As per the contract, there was a disincentive clause of $10,000 per day. The total disincentive for the thirty days overage is $300,000.00. The Town expects
to see the disincentive built into the 􀀧􀀬􀀭􀁊􀁾􀀮􀀬􀀠t" ;,":;.' ".,./,,,"-"''<I:; .vl·",·:t:.J .w,,' ,,\·,1"'\".'.1, 􀀬􀀬􀀬􀀻􀀮􀁾􀀢􀀧􀀧􀀧􀀧􀀺􀀠I"" "',' , ii,,:. 'I r..;. 'AI'.)' "''''.'1;'
.\.,. j.; I ',:il.' ;;. ,;,., P-u 1 0/2 
agreed upon final pay request. In order to move this process forward in a timely manner, the Town of Addison requests that you submit your invoice no later than May 16, 2005. If you
have any questions, please contact me at 972-661-5626. Sincerely, HNTB CORPORATION Cz ;fl· 1#!dvu( , J D. Holder, Jr., P.E. i ffi Director of Municipal Services t1 Cc: S. Chutchian,
Town of Addison C. Terry, Town of Addison R. Jones, Town of Addison J. Nicewander, Town of Addison J. Pierce, Town of Addison S. Forbes, HNTB Corporation M. Ebeling, HNTB Corporation
Pagr 2 of2 
PUBLIC WORKS DEPARTMENT Post Office Box 9QI0 Addison, Texas 15001-9()10 DUFFY'S SPORTS BAR & GRILL Owner 3885 BELT LINE RD ADDISON, TX 75001 li. 'n' i:ij "."',-0'."'.1.·.1 t .• ' " ,
.. ' t ,.. r-'J' , ;; j ':1i.:.ld);:H ,\1 i'1 0 ; 􀀢􀀧􀀿􀀡􀁩􀀨􀀩􀁾􀀠\ -Ir 􀀴􀁾􀁱􀀮􀁩􀁩􀁪􀁏􀁴􀁴􀁦􀂷􀀳􀀰10 􀁾􀀭􀁏􀁉􀁓􀀱􀁴􀀻􀁴􀀺􀀮􀀮􀀮􀁾􀁊􀀺􀁾􀁾􀀽􀀽􀀽􀁾􀀠􀁾􀀠ro 􀁏􀁾􀁾􀁾􀀠A" 􀁝􀁾􀀮􀀺􀀮􀀬􀁾􀀭-.
SEPlQ'Oj . j, i' '" 0 .3 7 ::: Pi! I\IElea :r'f.. 8194444 U,S.POSTAGE : #iir@(/50 YEARS OF FUN] 11 ,,;I,i,I,II""Ii,,,,,,11I111I1111I1'IIUI."" .HII." ,II, II ___.... ______• _·__••...
____ ___
11/23 '04 13:07 NO.496 02/02 􀀰􀀲􀀯􀁾􀁾9726615614HNTB 􀁾􀁍􀁾􀀠􀁉􀁾􀁾􀁁􀁾􀀠􀀧􀁎􀁾􀀠PAGE 0 􀁕􀁾LJ...,r ...4,':;O'U ....,_.' ...... "".......... 􀀼􀁊􀀢􀀧􀁾􀀠wf APAC· Texas, Inc. KIrk D,
Moms Are. Ma'l_Q., November 23, 2004 NIM/Ilber 17, 2004 leny Holder, P.E. HNTB CorpoIlll.iOI!, 5910 W. Plano Parkway Ste. 200 Plano, TX 7509' Dear Mr. Holder, In order to fiI.cilitllte
holiday Ir.Iffic. APAC -Texas, Inc. would Uke to walk November 24, 2004 during thll !.IllY wea!hu permlttlng, to tie-in the area around tllC railroad tr:aek fiI9t and !ben continue witb
laying left·tW'll lanes and right turnll!1lcs as time anti weather permit. Our schedule would be as foUows, ' lane closuits would SO up at \I A.M. and com, down at 11 A.M. and then SO
back1.tp 11,\ 1. P.M. wll:il 4:30 P.M. decisioll$ on whetb.eJ: east bound or west bound get$ done first would be made in the field, Next, MAO -Texas, Ine. 􀁩􀁬􀁬􀁴􀁥􀁲􀁬􀁤􀁾􀀠ta "hllt
doW!), wOl'k on the project until Moaday niBht Novomber 29, 􀁾􀀰􀀰􀀴􀀮􀀠Ifyou itaVI': any questio,l1s, please contact me at the Dallas Office, Sincercly, ec s. Robertson. APAC -Texas,.Inc.
D. McEuen, APAC -Texas, Inc. R. Blackburn, APAC -Texas, IIIe, 
----APAC-TEXAS, INC .• Texas Bltullthlc Division -2121 Irving Boulevard -P. O. BOlt 224048 DaMas, Texas 75222·4048 -(214) 741-3531 -FAX (214) 742-3540 FAX/COVERSHEET IOATE OF TRANSMISSION:
uk/pi I PLEAse DELIVER THE fOLLOWING PAGES TO: IFROM: WE ARE TRANSMITTING .\L.__...1PAG9 IINCLUDINO THIS COVER SHEET). IF tHE TRANSMISSION IS INCOMPLETE OR FAULTY PLEASE CALL US AT 1114,
􀁦􀀢􀀱􀁾􀀵􀀳􀁴􀀠􀁾􀁬􀀸􀀺􀀠I Cc: f..Z A "n,1l iii!. .. .......,..... ' ... .2 􀁾􀀠•...6 'f': iJ\il "j, !I'1'l..JfJhl J!...7;. k.;t;: I'!> AlJD S!:'. ITP"'''' YOU. NOTice OF CQNFIDENTIALITY
TIllS 􀁲􀁁􀁃􀁓􀁉􀁍􀁉􀁾􀁉􀁅􀀠MAY CONtAIN INFORMATION THAT IS PRIVlleGfn At-IO 􀁥􀁏􀁾􀁉􀁲􀀮􀁉􀁏􀁬􀀺􀀺􀁴􀁬􀁔􀁬􀀢􀀧􀁾􀀠",UDIOR e.XEMr' I 􀁾􀁒􀁏􀁍􀀠􀁯􀀧􀁾􀁃􀀬􀁑􀁓􀁕􀀢􀁴􀀠UNDER 􀁁􀁬􀀢􀁰􀁾􀁬􀁥􀁩􀁬􀁬􀁬􀁾􀁥􀀠
lAW. THIS TnANSMISSIONIS 11'111:1'101:0 SOlelY fOR tH\!. INDIVIDUAL OR EHTITY OESIGNATED ABOve, II'" VOU AR! NOT THE INtENDI'.D RECIPIENT, OR THE EMPl.OVEE OR AGENT RESPONSlstE fOR OEUVERING
IT TO THI.lINTENOEO RECIPII!HT, vou SHOULOUNOERSTf:o,ND THAT ANY 01STR19U1101l. COPVING OR USE 01' THE INfORMATION CONTAINED IN THIS FACSIMilE BY ANYONE OTHER THAN THE DESIGNATED RECIPIENT
IS UNAUTHORIZED AND STRICTl'l PROHIBITED. IF '1'01.) HAW 􀁒􀁅􀁃􀁅􀀧􀁉􀁉􀁾􀀮􀁄􀀠TI-I'$ FI\CSIMlLIi: Itt ERRQI'!. PLeASE IMMEOIATElv NOTIFY It-If. SENDER BY l£lEPHONE. 
.J\SHLAND. APAC-Texas, Inc. Asubsidlalycf _rttP'''n911Md Con'''''"'on, Inc,Kirk D. Morrl. T""•• 􀁂􀁾􀁜􀀡􀁉􀁬􀁨􀁬􀁥􀀠OIvI.lonNes Mal"l'IIAor P,O. Sox 224048. Dalla•• TX 􀀷􀁾􀀲􀀲􀀮􀀱􀀱􀀱􀁬􀀴􀀸􀀠T.I:
214 741·3531, Fax: 214 742-3540 Nov.:mber 11, 2004 Miclla.el W, EbeJi1l8 HNTB COl'p01'8tion 5910 W. Plano Parkway Sic. 200 Piano, TC:oI:as 75093 RE: HNTB LeU.,r Dateu November 5, 2004
Mr. Fiheline. In respollSe to your letter dated November 5, APAC -Texas, Inc. first reminds your firm that we boldly stated at the pre-construction meeting on October 14, 2004 that tbe
pavprep product, and.ioint fab,des in general, do cause reflective bumps in the asphalt paving mat. We have never deviated from this stance. The manufacturer of this product even n.otes
in its own literature that shadowing (a more delicate word for reflective bumps) can and may occur. Still, HNTB has chosen to force the follow tbrough of the use of this mnterifll to
the point of requesting orally that APAC -Texas, Inc. .re-source the project witn a tbinner version of the pavprep joint fabric that ,still produces the same reflective bump results.
􀁒􀁥􀁰􀁲􀁥􀀮􀁾􀁥􀁮􀁴􀁬􀀡􀁬􀁩􀁶􀁥􀁳􀀠from both Pavprep and tbeir distributor Lone Star Products have been available aJld consistently providing feedback. As to whether installation was
correct or incorrect, th,ese industry representatives have quickly pointed out tb.at APAC -Texas, Inc, bas correctly instll.l1p.d tbe fabric. APAC -Texas, Inc. has been available to
try every suggestion provided by the manufacturer and HNTB. Given the statements above, APAC -Texas, Inc. would only be meddling with the approved design for tbis project in o.rde.t'
to relllt:diattl Q. problem. Design for this project is and has always been the responsibility of the Town of Addison and assumably their contract manager, HNTB Corporation. APAC -Texas,
Inc. is the contractor for the ToW'l'l, ofAddison. We only offer advice as to our previous experience I),ot that any particular experience has bearing on the current project. We seek
to fulfill the speCifications !I$ they are contracted. We can only point our where we think desijlll has callRen confli('.t with. specifications such as our statements made at the October
14, 2004 meeting. Therefore, the designer sh.ould propose a solution on how best to resolve these cont1icts. Speaking speCifically to your letter's denial ofcost and time claims before
they materialize, we find 􀁴􀁨􀁩􀀮􀁾􀀠issue to be disturoil)g and disheartening as to HNlB's and presum.ably the Town of Addison's unwillingness to partner together to find a best fit
sol.ution. The willingnes3 to partner together in these 􀁩􀀡􀀺􀀮􀁾􀁉􀁬􀁦􀀡􀀮􀁾􀀠hIlS certainly been the attitude ofAPAC and we '1S9\U1led witb HNTB 􀁰􀁾􀁬􀀧􀀵􀁯􀁮􀁮􀁥􀁬􀀠􀁡􀁾􀁾􀁯􀁣􀁩􀁡􀁴􀁣􀁤􀀠with
this project prior to the reeeipt ofthis letter referenced above. 11.1 
.ASHLAND. APAC· TexIs, Inc. A._il,,01AsNand 􀁐􀁬􀁬􀀧􀁩􀁾􀀢􀀢􀀢􀀠COI1s1ruotl... In<.Klrtc D. Morrla T."". 􀁡􀁾􀀮􀁲􀁬􀁬􀁨􀁬􀁣􀀠OMolo.􀁁􀁲􀁎􀁍􀁍􀁁􀁾􀁥􀁲􀀠P.O. e"" 2241)118. ()all••• TX
􀀷􀁾􀀲􀀲􀀲􀀭􀀴􀀱􀀩􀀱􀀱􀀸􀀠Tt" 214 741.3531, F." 214742.3540 In addition, we IiTt: currently visidng with our 5ubcontrl!(:tor, Dustorl, Inc., about additional cost. ifany, and time. if
any, tbat will be needed due Dustrol's needing to remobilize thc project to rework the butt joint at the railroad tracks due to the HNTB's representD.ttvc l'CVC11!ing his previous 􀁤􀁥􀁣􀁩􀁾􀁩􀁉􀀬􀀩�
�􀁊􀀠U1I where to place the first butt joint at the railroad tlacks. Obviously. this is a very time sensitive project which requires close attention to matters where decision revernailltrecfs
the ovemU critical path. Sincerely, Area Maoager Cc: M. Murphy, Town ofAddison R. Jones, Town ofAddison J. Pierce, Town ofAddison S. Chutcbian, Town ofAddison 1. Nicewander, Town ofAddison
J. Holder, HNTB CO_TJ'Oration S, Forbes, HNTB Corporation 
75093 ;9J(J W:Plmw itlrkllJllJ' I : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS SUitt! J(}I) Pian/), Te."CUS (972) 661-5626NoveDlber 5, 2004 fjL'( (972) 661-56/4 WWUJ.blltb,corll APAC -Texas,
Inc. Texas Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Moms Area Manager Re: Belt IJne Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway
Asphalt Pavement Rideability Issues Dear Mr. Moms, APAC-Texas, Inc. began work on the above referenced project on October 17,2004 and performed the first night's asphalt paving beginning
on October 21, 2004, continuing into the morning of October 22, 2004. The limits of paving were Eastbound Lane 1 from approximately Station 11+20 to 52+00. The quality of rideability
for this section of overlay is unacceptable due to the severity and frequency ofbumps in the new asphalt pavement. Please submit a proposed plan of corrective action for this section
of new pavement. This plan must be reviewed and accepted by the Engineer and the proposed remedy completed by APAC-Texas, Inc. within the current 28 day project schedule. Any and all
costs associated with this repair shall be bome solely by APAC· Texas, Inc. Claims for monetary damages and/or delays associated with this repair by APAC·Texas, Inc. will be rejected
without consideration We are continuing to evaluate the remaining completed sections of asphalt overlay for acceptability. We will notifY you immediately ifwe conclude there are additional
sections of new asphalt pavement which require repair procedures. Please do not hesitate to contact us ifyou have any questions. Yours truly, 􀁈􀁎􀁔􀀺􀁤􀀻􀀻􀀰􀁾􀀧􀁾􀁩W. Ebeling 􀁾􀀠Director
of Construction Services Cc: M. Mutphy, Town ofAddison R.lones, Town of Addison Tbe lINTO ompanics 
J. Pierce, Town of Addison S. Chutcbian, Town of Addison J. Nicewander, Town of Addison J. Holder, HNTB Corporation S. Forbes, HNTB Corporation 
..,. !􀁾􀁦􀁾􀀠􀁾-rJ.C5T 􀁾􀀩􀁻􀀻• ..L N 􀁫􀁐􀀯􀁾􀁊􀀺􀁬􀀻􀀮􀀠􀀨􀀷􀁖􀁲􀁾􀁦􀀿􀀠CcN>IT/ONS)71' ..5 􀀱􀁾􀀢􀀢􀀧􀁯􀀮􀀮􀁊􀀢􀀤􀀮􀀠-'Dr 􀁾.-"'v . .flo 􀁾􀁾􀁹􀀭􀀮􀀠􀁾􀁴􀀢􀀢􀁴􀀮􀀢􀀮􀀠􀁾􀁰􀀧􀁴􀁲􀁏􀁾􀁾􀀠November
4, 2004 Mr. Mike Murphy, P.E. Public Worlcs Director, Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001·9010 Re: Beltline Road Pavement Rehabilitation Marsh Lane to
Dallas North Tollway Dear Mr. Murphy: Attached please find three items: A letter from Kirk Morris, AC·Texas Area Manager, to Scott Forbes; A letter from Steve Waczak, Lone Star Products,
., to Kirk Morris; and an updated schedule ofthe referenced project. The letter from Mr_ Morris requests the three (3) ys to the original schedule due to 􀁾lh the change ofthe Pav·Prep
joint filbric produ w, we have experienced a , "shadowing" problem on some ofthe paving sections. The owner ofthe manufucturer flew into :jj;'t;lfll\(t\.'7£ 􀁾last week to eKamine the
problem. He offered to replace the 110 mil thick fubric with a . thinner version. We We all agreed that a thinner material should help the "shadowing" problem and agreed to ehange the
material. This change ofmaterial caused APAC to not be able to pave or install fabric from the time our decision was made to the time the fabric was delivered to the site. Michael Ebeling,
Scott Forbes, and I discussed the circumstances in detail with Mr. Morris and we agree that a three day exte ion io time is appropriate and Wr_ Mr. Morris has also requested to be reimbursed
fur frei t charge to ship the 110 mil thick Pav-Prep back to the manufucturer. This . 1,9 we feel this is an appropriate cust request given the circumstances ofchan --ep product. APA
C is absorbing a $650 fue to expedite the shipping and an ad .. $950 dling fee. The manufucturer of the Pav-Prep material has agreed to swap ont additional cust. In sumrnmy, we elieve
a three y extension ofthe schedule and the reimbursement ofthe $1,900 freigbt' appropriate. W will put together a change order ifyou concur. Please call me withanyqu ·ons. Sincerely
HNTB orporation "11' WN" wpe/'?/'.e... f/S(}pvc.T "IV l1te .> 􀀨􀁥􀀮􀁾􀁔􀀠e-e F fI'2e -4 PAC. t.VA> Ifl r WI -rn 11k HNTB Corporation e product at Cc: Steve Chutchian, P.E. -Town of
Addison Robio Jones, P.E. -Town ofAddison Michael Ebeling, P-E. Scott Forbes, P.E. -HNTB Corporation 
APAC TEXAS INC PAGE 02/0211/18/2004 14:56 2147423540 .ASHLAND. APAC-Texas,lnc. A.ubsldlll}' of AoNtn<! 􀁐􀀮􀁾􀀢􀀹􀀠And CCntll'UlltiOl1, lno.Kirk D. Morna T.... 91tu11tllie OMlIOn 􀁁􀁲􀁍􀁍􀁡􀁾􀁥􀁲􀀠P.
O. Box 224048. DOli... TX 75222-404$ Tal: 214 741-3531. Fax: 214742·3540 􀁎􀁑􀁶􀁥􀁬􀁉􀁬􀁵􀁾􀀱􀀧􀀠17. 2004 Michael W Fooling. P.E. HN1B Col}loration 591 0 W. Plano Parkway Ste. 200 .Plano,
TX 7.5093 RE: November 12, 2004 􀁬􀁾􀁴􀁴􀁥􀁲􀀠!')em-Mr. Ebeling, APAC -Texas. Inc. acknowledges receipt of your letter dated November 12,2004. We 􀁾􀁴􀁩􀁬􀁬􀀠􀁤􀁩􀁾􀀢􀁥􀀺􀁲􀁥􀁥􀀠with.
many of the state.ments in your letter. Conflicting issues, such as tbe ones pointed uut in your above referenced letter, need to be addressed in another forum. What is needed now, is
to hear from HNTB, or the Town of Addlson, in writing what will be the acceptable, and reasonable, extra work needed for the area defined by Eastbound Lane 1 appruximately Station 11
+20 to 52+001 We aClmowlcdge our .role as the: contracjOl' for the TuwlI uf Addison, Addison, and as such. we stand ready to perfonn at the direction oftile Town ofAddison. or its contract
manager. Upon completion ofsaid work, APAC -Texas, Inc. will pursue whatever course we deem neeef.sary to resolve these issuos. Sincerely, llJfL Kirk D. Morris Area Manager Cc: S. Robertson.
APAC -Texas, Inc. D. McEuen, APAC -Texas, Inc. R. Blackburn. APAC -Texas, Inc. M. MUI}lby, Town ofAddison, TX R. Jones, Town ofAddison, TX J. PieJ'cc:, TUWfl uf Addison, TX S. Chutchian,
Town ofAddison, TX 1. Nicewander, Town of Addison, 'IX 1. Holder, HNrB Corporation S. Forbes, HNTB Corporation 
PAGE 01/132APAC TEXAS INC214742354611/18/2004 14:55 ----APAC-TEXAS. INC, • TeMas Bltullthlc DIvision • 2121 Irving Boulevard -P. O. Box 224046 Dallas. Te)(es 75222-4048· (214) 741-3531
• FAX (214) 742-3540 FrrOVER SHEET IDATE OF TRANSMISSION: LLD${ef I PLeASE oeUVER THE FOLLOWING PAGES TO: I\FROM: WE 􀁁􀁒􀁾TRANsMlmNG ·1L __...II PAGES lINt;:LUDING THIS COVER SHEET)
• IF THE TRANS MISSION IS INCOMPLETE OR fAULTY PLEASE CALL US AT 1214'141-3$31 COMMENTS: I ..􀁴􀀭􀁕􀁁􀀮􀁾􀀠'0rrsrp · til. fA uewl 11. JoAl£S: ,T 1/.. _1-<::""' 7L I , l.-",i-.-AJl. -;r;.
hlT.rFI, \ L.IJ)ER-, -THANK YOU. .. , . NOTICE OF CONFIOENTIAUT'l THIS f IICs.MllIE MAV CO",lAlN INFOI'lMA TION THAT 􀁬􀁾􀀠PRtVll£C"O AND CONFIDENTIAL ANUIOR EXEMPT FROM U1SClOSUI<E
UNDER APPllCAlltl: lAW. THIS mANSMISSION IS INTENOEO S(')tElv FOR THE IHOtVIDUAl OR "NTITY oESICNATED A!lOVIt. IF VOU ""'" NOT THE INTe.NDED RECIPIENT. OR THE EMPLOYEE OR AGENT 1!!;!:PI'lNstDL£
FOR otLl\lEI!INn IT TO nlltlHTCNOED RI!CIPIENT. yOU SHOUtD UNDERstAND THIIT ANY DIS'fRI!lUT10t-l. COPYING OR USE 0' THE '''IFORMATION CONTIIINED IN THIS FACSIMILE 11'1 "NYONE OTHER THI'IN
THE DESIGNATED RECIPIENT IS UtlAUTHORI2.I:.D 􀁾􀁎􀁄􀀠STRIC'tL V PROHIBITED, If YOU HIIV!! RECIiIVEllTHI!) rACSIMILE IN ERROR. PlEI'ISE IMMEOII'IlELv NOllfV THE SENDER 8'1' TE.LEPHONE.

59111 IF {'i<l1IIl f><1rJ..·U11.J'I : I􀁾i i =1ARCHITECTS ENGINEERS PLANNERS ,\11111: 2{)'J I'lmw, 1i;;wl$ 7')093 ('FJ) (,{,f-56J6November 12, 2004 f:4X r9":J) 􀀨􀀩􀀨􀁊􀁊􀂷􀁾􀁍􀀧􀀱􀂷􀀠WU'U:/)JI//J.(;
"/I!APAC -Texas, Inc. Texas Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. K.iJ:k Morris Area Manager Re: Belt Line Road Pavement Rehabilitation Marsh Lane
to Dallas North Tollway Letter of November 11, 2004 Remediation ofUnacceptable Asphalt Overlay Dear Mr. Morris, We have carefully reviewed the above referenced correspondence. We remind
APACTexas, Inc. the spirit of partnering is an agreement, formal or otherwise, to mutually approach a resolution of project issues in a cooperative manner. Partnering does not extend
to a requirement for the Owner or Engineer to accept a substandard quality of work. Specific issues which arise in your correspondence are addressed as follows: • "Shadowing" is an aestitic
visual issue and is not another term for reflective bumps. • We strongly disagree with your assertion that statements made by APAC -Texas, Inc. at the preconstruction conference regarding
bumps resulting from the use of pavement fabrics are a valid reason to disregard the quality requirements and thereby relieve the Contractor of his obligations under this contract. •
The severity and frequency of the bumps in the affected asphalt overlay, noted in our previous correspondence are not the result of the project design but are instead the direct result
of construction means and methods chosen by APAC -Texas, Inc. We point out APAC -Texas, Inc.'s failure to follow the fabric manufactnrer's specific direction regarding the amplitude
and frequency of the asphalt compaction effort. We further note, in direct contrast to your correspondence, once the compaction amplitudes were adjusted to the manufacturer's recorntnendation,
the severity of bumps was dramatically reduced. This is unrelated to the revision of the pavement fabric to a thinner material. A large percentage of the project was paved over the originally
specified fabric and does not exhibit the same severity of bumps as the first night's pav-ing deemed unacceptable. Tho: 11;\'18 ComjittJlll!X '. ,1', ' I ;, . , 'I 
• We take issue to your statement that HNTB has been unwilling to partner together to find a best solution. On the contrary, we have worked diligentiy with all parties to find solutions
to the initial paving problems. It was HNTB that contacted the PavePrep manufacturer and spearheaded meetings between tile parties involved in an effon to deliver a quality project to
the Town of Addison. • Quality Control of the new asphalt overlay is the responsibility of the Contractor and as such we deny it is our obligation to propose a solution to this issue
and reiterate our position that APAC -Texas, Inc. prepare an acceptable metilod of remediation and bear all costs associated with such implementation. • APAC Texas, Inc. states the time
sensitive nature of this project and yet has failed to provide adequate resources to complete this project within tile specified contract duration. APAC -Texas, Inc. has failed to provide
additional resources to compensate for plant and equipment breakdowns. The concrete milling operation originally scheduled for four days for completion has instead extended into the
iliird week of the project. Additional paving crews were not utilized by APAC -Texas, Inc. even though it has been readily apparent the paving cannot be completed within the framework
ofthe project schedule without such additional resources. APAC Texas, Inc. has repeatedly stated their desire to provide a quality product and to make repairs to the pavement in question
to the satisfaction of the Town of Addison. We state again our request for a proposed plan to correct the unacceptable quality of the asphalt overlay in the area referred to in our November
5'" letter and again state this plan must be accepted by the Engineer and repairs made within the current project schedule. The issue of remobilization of your subcontractor Dustrol,
Inc. for work at the railroad is an issue separate from the pavement quality issue and as such will be addressed under separate correspondence. In closing, we would like to resolve this
issue as soon as possible due to the project schedule neating completion. Please contact us inlmediatcly ifyou have any questions. Sincerely, HNTB Corporation 􀁾􀀬􀁾􀁾􀀬􀁾􀀬􀁛􀁢􀁥􀀭􀀱􀀱􀁾􀀴􀁖􀁊􀁥􀀮􀀠
Director of Construction Services End: HNTB November 5'" Letter APAC November 11mLetter 
Cc: M. Murphy, Town of Addison R. Jones, Town of Addison J. Pierce, Town of Addison S. Chutchian, Town ofAddison J Nicewander, Town ofAddison J Holder, HNTB Corporation S. Forbes, HNTB
Corporation 
'i9}() II\'f'wllu PmitlUt(J'􀁾􀁩􀁊􀁪€] ARCHITECTS ENGINEERS PLANNERS Stlihf20{) PltmfJ, T.:,'(uS 75093 (972)66].5626November 5, 2004 "'.JoLt (972) 66].5614 APAC -Texas, Inc. Texas Bitulithic
Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Morris Area Manager Re: Belt Line Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway Asphalt Pavement
Rideability Issues Dear Mr. Morns, APAC-Texas, Inc. began work on the 'above referenced project on October 17, 2004 and performed the first night's asphalt paving beginning on October
21,2004, continuing into the morning of October 22, 2004. The limits of paving were Eastbound Lane 1 from approximately Station 11 +20 to 52+00. The quality of rideahility for this section
of overlay ('. is unacceptable due to the severity and frequency of bumps in the new asphalt pavement. Please submit a proposed plan of corrective action for this section of new pavement.
This plan must be reviewed and accepted by the Engineer and the proposed remedy completed by APAC-Texas, Inc. within the C)JIrent 28 day project schedule. Any and all costs associated
with this repair shall be borne solely by APAC-Texas, Inc. Claims for monetary damages and/or delays associated with this repair by APAC-Texas. Inc. will be rejected without consideration
We are continuu1g to evaluate the remaining completed sections of asphalt overlay for '. acceptability. We will notify you immediately if we conclude there are additional sections of
new asphalt pavement which require repair procedures. Please do not.hesitate to contact us if you have any questions. Yours truly, HNT::;:iZft4'􀁾􀁬W. Ebeling 􀁾􀀠Director of Construction
Services Cc: M. Murphy, Town ofAddison R. Tones, Town of Addison The HNTS Companies '" .' , 1 .11,.:, '.1.' •.1,.' '1-,.",,' 
J. Pierce,Town ofAddison S. Chutchian, Town of Addison J. Nicewander, Town ofAddison J. Holder, HNTB Corporation S, Forbes, HNTB Corporation ( 
· 11111/2864 16:52 2147423546 !'PAC TEXAS INC ASHLAND. APAC-TexilS, Inc. A,ubsi<lj,ry of....hl.nd Paving And Construclion.ln<:.Kirk O. Morris T."". 􀁡􀁾􀀢􀁉􀁾􀁨􀁩􀁣􀀠OMslonArea 􀁍􀁡􀁍􀁾􀁥􀁲􀀠P.O.
Box 224046, Dallas, TX 75222-4048 Tot; 214 741.:a531 , Fa.; 214 􀀷􀀴􀀲􀁾􀀵􀀴􀀰􀀠NovemUI;01 11, 20()4 Michael W. Rb.,line l:INTB Corporation 591.0 W. Plano Parkway 8te. 200 Plano, Texas
75093 RE; HNTB Lo;;ut))" Dated November 5, 2004 Mr. F.heline. In response to your lettor dated November 5, APAC -Texas. Inc. first 􀁲􀁥􀁭􀁩􀁮􀁤􀁾􀀠your firm that we boldly stated at
the pre-construction meeting on October ]4,2004 that tho pavprep product, andjoint fabrics in genoml, do cause reflective bumps jn the asphalt paving mat. We have never deviated from
this stance. The manufacturer of this product even notes in its own literature that shadowing (a more delicate word for reflective bumps) call and may occur. Still, HNTB has chosen to
fOice the follow through of the use of this matedlll to the point of !t;;yu.::;ting orally that APAC -Texas, Inc. re-source the PfI)Jcct with a(. ,. thinner version of the pavprep joint
fubric that still produces the same reflective bum.p results. Rp.prest'ntatives fr<.m:t both Pavprep and their distrib1,l.tor Lone SmT Products have been available and consistently providing
feedback. As to whether installation was correct or incorrect, these industry representatives have quickly pointed out that" APAC -Texas, Inc. 􀁨􀁡􀁾􀀠ct'lrfectly installed the fabric.
APAC -Texas, Inc. has boon available to try every suggestion provided by the manufacturer and HNTB. Given the statements above, APAC ,-Texas, Inc. would only be m.eddling with the approved
design for this 􀁰􀁲􀁯􀁪􀁥􀁣􀁾􀀠in un1t:r tu remediate a problem. Design for this project is and has always been tile responsibility of the Town of Addison and assumably their contract
manager, HNTB Corporation. APAC -Texas, Inc, 􀁾􀁳􀀠the contraotor for th.a: Town of Addison. We only offer advice 11!! to our p.revious cxperience not that any particular experience
has bearing on the current project. We seek to fulfill the specifications as they are contracted, We can only point out where we t.hink rlcsign has Cflused contIic.t with specifications
such as our statements made at the October 14, 2004 meeting, Therefore, the designer should propose a solution on how best to resolve these conflicts. Speaking specifically to your letter's
denial of cost and time claims before they materialize, we find this issue to bt: disturbing and disheartening as to HN'TB's and presumably the Town of Addison's unwillingness to partner
together to find a best fit soluti.on. The willingness to partner together in tbese issues has cetiainly been the attitude of APAC Il.!Id we llssumcd with IlNTD personnel associated
with this project prior to the receipt ofthis letter referenced above. 
.ASHLAND. APAC-Texas, Inc. /l, $!losi;la'Y 01 Ashland Pa,;ng An; C_on, Inc.Kiril O. Morris T.... 􀁂􀁬􀁬􀁵􀁬􀁾􀁨􀁩􀁯􀀠Oivision 􀁁􀁲􀁾􀀱􀁩􀁉􀁩􀀠Manager P.O. Box 224046, 0.11••, TX 15222-4048
Tel: 214741·3531, Fax: 214 742-3540 In additiolJ. we !lit: cum:ntly visiting with. our subcontractor, Dustorl,lnc., aboll! additional cost,. if any, and time, if any, that wilJ be needed
due Dustrol's needing to remobilize the 􀁰􀁲􀁾􀁪􀁥􀁣􀁴􀀠to rework the butt joint lit the railroad tracks dljfi' to the BNTB's .representc.tivc rCYCf3ing his previous decisIon 011 when:;
to place th.e first butt joint at the railroad tracks. Obviously, this is a very time sensitive project which requires close a.ttention to matters where decisil)1'I (Iwersal affects
the overall c1'itical path. Sincerely, Area. Manager Co: M. Murphy, Town of Addison ( R. Jones, Town ofAddison J. Pierce, Town ofAddison S. Cilutchian, Town ofAddison J. Nicewander,
Town ofAddison J. Holder, HNTB Corporation S. Forbes, HNTB Corporation '. 
75093 59JOWPfmwPm-k/l.'lf)'I : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS Stflk200 (!O:;) (16].5626 FAX (972) (6).5614 November 19, 2004 APAC -Texas, Inc. Texas Bitulithic Division 2121
Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Morris Area Manager Re: Belt Line Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway Letter dated November 17, 2004
Remediation ofUnacceptable Asphalt Overlay Dear Mr. Morris: We have carefully reviewed the above referenced correspondence. As we stated in our correspondence to you on November 5, 2004
and also November 12,2004, we are waiting for you to submit a proposed plan ofcorrective action for the section of new pavement on Eastbound Lane 1 from approximate station 11 +20 to
approximate station 52+00. It is not the responsibility ofHNTB Corporation Or the Town ofAddison to direct you on how to remediate the problems in this pavement section. HNTB Corporation
nor the Town of Addison considers this remediation effort "extra" work as you state in your letter letter dated November 17, 2004. For clarification purposes, your letter was faxed to
our office on November 18, 2004. In an effort to move your decision forward as quickly as possible, we will tell you that a proposal to milloff the top one (1) inch ofthe existing asphalt section and replace with a new one (1) inch overlay ofthe same asphalt mix would be an acceptable solution to HNTB Corporation and the
Town ofAddison. This is in no way intended to direct you to proceed with this method. Whatever conective meab-ure you propose and we accept will not be considered extra work. I will
also reiterate the Town's offer to let APAC-Texas, Inc. work extended hours through this weekend in an effort to expedite the project. They have offered to allow APAC-Texas, Inc. to
work the following times ifa successful proposal is agreed upon by the end of business on Friday, November 19, 2004. The HNTH Cf,mp<1l1it's 
Mr. Kirk Morris November 19, 2004 Page 2 1 :00 a.m. Saturday morning until 11 :00 a.m. Saturday morning (rn contract) 11:00 a.m. Saturday morning until 5:00 p.m. Saturday evening (6-hours
of additional time) 1:00 a.m. Sunday morning until 11:00 a.m. Sunday morning (m contract) 11:00 a.m. Sunday morning until 10:00 p.m. Sunday night (1i-hours of additional time) 10:00
p.m. Sunday night until 6:00 a.m. Monday morning (in contract) HNTB Corporation and the Town ofAddison are very interested in cooperating with APAC-Texas, Inc. to finish this project
as soon as possible. There are a few other items that will need to be taken care of as part of the final punch list, such as manholes being adjusted to fmal grade, work around the railroad
tracks, and final cleanup of the sire. In the spirit of cooperation to keep the project moving forward, I will be on site Saturday morning to de-"dop a prelirninary punch list. This
will allow you the opportunity to address these items during your normal progress ofwork, instead of at the end of the project. Ifa representative ofAPAC-Texas, Inc. can be made available
to review the list with me at that time, please let me know. As of the date of this letter, November 19, 2004, APAC-Texas, Inc. has been on the project site 33 days. This exceeds the
revised schedule of 28 days. We arc formally requesting an updated completion schedule from you as soon as possible to hdp us understand the remaining work tasks. Please contact us immediately
if you have any questions. Sincerdy, HNTB CORPORATION 􀀯􀁾􀁐􀁦􀁬􀀠erry D. Holder, Jr., P.E. Director of Municipal Services End: AP AC November 17"' (18"') Letter c: S. Chutchian, Town
of Addison M. Ebeling, HNTB Corporation S. Forbes, HNTB Corporation R. Jones, Town ofAddison M. Murphy, Town ofAddison J. Nicewander, Town of Addison J. Pierce, Town of Addison M:'JOBS\40316·Seltline
\cOMMMTGSIlEITEAS\APAC 111004 remedialioo lI!02.doc 
APAC TEXAS INC PAGE 62/62􀀱􀀱􀀯􀀱􀀸􀀯􀀲􀀶􀀶􀁾􀀠14:53 2147423546 APAC. Texas, Inc. Kirk D. Morli$_M'"A''' November 17,2004 Michael W. Ebelmg. P.E . .HNT.B Cotporation 5910 W. Plano Parkway
Ste. 200 Plano, 'l'X 75093 RE: NO'\lQlllbor 12, 20041ctt<:r DearMr. Ebeling, MAC -Texas,Inc. acknowledges receipt of your letter dated November 12,2004. We IItm dlsserp,e with many of
the statements in your letter. Conflicting issues, such as the ones pointed out in your above: refe1enced letter, need tQ be addressed in another forum. What is needed now, is to hear
from ENTB, (If the Town of Addison, in writing what 'Will be the acceptable, and reasonable, extra work . . ..---.6 needed fur the area defined by Eastbound Lane I approximately Station
11+20 to 52+00? We acknowledge our role Q3 the eonirllctQr for the Town of Addisun, ilJId as such, we s:tand ready to perform at the direction ofthe Town of Addison, or its contract
manager. Upon completion ofsaid work. APAC -Texas, Inc. will J:l1l1');1I1> whatevu coune we deem necessary to resolve the:;e isSIlCll. Sincerely, 1Jl[): Kirk D. Morris Area Manager Cc:
S. Robertson, APAC -Texas, Inc. D. McEuen, AI'AC -Texas, Inc. R. Blackburn. MAC -Texas, Inc. M. Murphy, Town ofAddison, TX R. Jones, Town ofAddison, TX J. Pierce, Town ofAddison, TX
S. Chutchian, Town ofAddison, 'IX 1. Nicewant'ler, Town ofAddison. 'IX 1. Holder. HNTB Col1Xlration S. Forbes, HNrB Corporation 
.ASHLAND. APAC· Texas, Inc. A subsidIary of Ashland Paving And Construction,lnc.KII1< D. Morris Texas Bltulithic Division Area Manager P.O. Box 224048, Dalias, TX 75222-4048 Tel: 214
741-3531, Fax: 214 742-3540 November 17, 2004 Michael W. Ebeling, P.E. HNTB Corporation 5910 W. Plano Parkway Ste. 200 Plano, TX 75093 RE: November 12, 2004 letter Dear Mr. Ebeling,
APAC -Texas, Inc. acknowledges receipt of your letter dated November 12, 2004. We stilI disagree with many of the statements in your letter. Conflicting issues, such as the ones pointed
out in your above referenced letter, need to be addressed in another forum. What is needed now, is to hear from HNTB, or the Town of Addison, in writing what will be the acceptable,
and reasonable, extra work needed for the area defined by Eastbound Lane 1 approximately Station 11+20 to 52+007 We acknowledge our role as the contractor for the Town of Addison, and
as such, we stand ready to perform at the direction of the Town of Addison, or its contract manager. Upon Upon completion of said work, APAC -Texas, Inc. will pursue whatever course
we deem necessary to resolve these issues. Sincerely, Kirk D. Morris Area Manager Cc: S. Robertson, APAC -Texas, Inc. D. McEuen, APAC -Texas, Inc. R. Blackburn, APAC -Texas, Inc. 􀁾􀁹􀀮􀀬􀁦􀁯􀁦􀁯􀁷􀁮
ofAddison, TX R. Jones, Town ofAddison, TX 1. Pierce, Town ofAddison, TX S. Chutchian, Town ofAddison, TX J. Nicewander, Town of Addison, TX 1. Holder, HNTB Corporation S. Forbes, HNTB
Corporation 2J_B 
HNTB 9726615614 11/23 '04 13:07 No.496 01/02 􀁉􀀺􀁬􀁾􀁩􀀠i:;1 Faxrh., 􀁈􀁎􀁾􀀧􀁉􀀡􀀠CfiJaponlt_f Ttansmittal To Mr. Mike Murphy, P.E. Dote November 23, 2004 Firm Town of Addison Total
Pages 2 !Including this cover) Fox # (972) 450-2837 Job Number 40316·CN o High Resolulion From Jerry Holder 181 Urgent Please nOlllY sender at 972-661·5626 ifpages an;: missing or iffhere
is any tmnsmissi.on difficulty. Message Mike, 1will call you about this in a few minutes. Jerry SPJO West Plano P(Jf/r:way. Sui/£ 200· Plano. TexaJ 7S093 Voice (972) 66I·S626 • Fax (972)
66H614 
--FAX The HNTB Companies Transmittal To: Mr. Mike Mwphy Director oiPublic Works Town ofAddison Date: 11/23/2004 Fax No.: (972) 450-2837 Total 􀁐􀁾􀁧􀁥􀁳􀀺􀀠3 (Including this cover) Pbone
No.: (972) 450-2878 Prom! Jeny Holder Pbone No.: (972) 661·5626 !8l Action Please notlJ)r sender at (972) 661.5626 ifpages are missing or ifthere is any uansmiaeion <iifficu1ly. Mlke,
Please distribute to the rest ofyour tearn. Thanks. Jerry 5910 West Plano Parkway, Suite ZOO . Plann, Texas 75093 Voic:e (972) 661-5626 . Fax (972) 661.5614 £O/LO 􀁾􀁏􀁾􀀧􀁏􀁎􀀠􀀲􀂣􀀺􀁾􀁌􀀠70.
£2/LL 􀀷􀁌􀀹􀁾􀁌􀀹􀀹􀀲􀁬􀀶􀀠SINH 
􀁦􀁾􀁊􀁦􀁬􀁬􀁫􀁦􀁲􀁦􀁴􀁵􀀬􀀮􀀬􀀠Htr.tw1f{JlI : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS ,I'lli,. ,'III 􀁬􀀧􀁉􀀢􀀧􀁊􀁦􀁾􀀠Ykvut ?HI'tIJ· f4J7iI4l>1-ft.JIo #Ll" {,J'U, 􀁍􀀯􀀧􀁾􀀢􀁈NovMlber
23, 2004 lP'u'lI\!m/IM(m" APAC -Tex ••• Inc, Texas Blttilithic Division 2121 Irving Boulevard Dall.s. Tex.. 75207 Anemion: Mr. Kkk Morris Area Manager R<l: Belt Line Road Pavement Rehabilitation
MW'sh Lane to Pallas North 'follway LeUer dated Novemb<or 23, 2004 Schedule Deviation Roquesl Dear Mr. Morris: We huve forwatded the referenced Jotlet to Ihe 'fown of Addison for their
r""jew. Given the 􀁥􀁸􀁩􀁾􀁴􀁩􀁮􀁧􀀠••hedul" is clltrenlly behind nl"" (9) days, they cannot support your Toquesl to halt the construction for fout consecullve days, In an effort 10
(aeilitllre Ihe constrU<:tioD scnedule, they are willing to cbans" 1M schedult> in the following manner: I) Allow you to work during the dh)lS for !he rest of Ibis week (Wedn.esday uruI
Friday). Due to lower traffic levels during litis holiday week. you do ROI huve to stop.COIIlIItuction between II ,00 Q,m. lUId 1:00 p.m. Z) 'fhunk,giving Day will nol cOUllt ... day
in 10e schednJe cuJClllntions. 3) Allow you 10 work non-slOp from 􀁓􀁾􀁴􀁕􀁲􀁤􀁵􀁹morning 01 i :00 a.m. to Monday mornins at 6:00 a,m. The Town of Addison wants Ibis project to bo finished
as soon.s 􀁰􀁯􀁳􀁳􀁩􀁢􀁬􀁾􀀮􀀠After you review this letter ond have made" decision lIS to your working .ohatlule, please contact me to 10' me lrnow whal days and ,imes you will be working.
Sincerely, HNTB 􀁃􀁏􀁒􀁐􀁾􀀻􀁚􀁴􀀮􀀠.A;...,?Oirector 􀁯􀁦􀁍􀁴􀁉􀁬􀁉􀁩􀁾􀁩􀁰􀁡􀁬􀀠Services Enel: APAC November 23rd Lelt(!r c: g, ChUfChilUI. Town of Add/$On M, Ebeling. HNTB Corporation
S, Forbes, HN'fB Corporation R. Jones, Town of Addison M. Murphy, Town of Addison I. Nic","uooer, Town of Addisoll J. Pierce. Town of Addison '1'('/0 JIN'fJ1 􀀨􀀬􀀧􀁴􀁬􀁭􀁰􀁕􀀬􀀮􀁦􀁾􀂷􀁊􀀠"o}1'(ll3"
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PAGE 02/021112312004 a9:57 2147423540 Pl'AC 􀁔􀁾􀀠INC APAC· Texu, Ine. NOVCUlbcr 23. 2004 November 17, 2004 Jm)' Holder, P.E. HNTB CoIporntion 5910 W. Plano Parkway Ste. 200 Plauo, 'IX
7509' 1m: Schedule devi ..fioo request DearMr. Holder, In order CO facilitate holiday traffic, APAC -Texas, Ina. would like to work November 24, 2004 during til" day weather permitting,
to tie-in tile area around tile railroad track first and then COIItinulJ with laying 􀁬􀁣􀁦􀁴􀀮􀁴􀁾􀀠lanes and right tum lanes lIS time ana weather 􀁾􀁲􀁭􀁪􀁴􀀮􀀠Our schedule would be
lIS folloW!!, lane cloiU1'eS would SO up at 8 A.M. and come down CIt 11 A.M. And. theo. SO b...:kup lit 1 P.M. wllil 4:30 P.M. decisions OD whether cast bound or west bound gets done
first would be made in the field. Next, APAC -Texas. Inc. intendq to 􀁾􀁉􀁭􀁴􀀮􀀠dnWD. work on tlie project 􀁾􀁉Monda.y niljlht Nov..mbtr 29, 2004. Ifyou hAve any questions, please contact
me at the Dallas Office. Sincerely, Cc S. Robert$oll, APAC -Texas,lno. D. MoEuen, APAC-Texas, Inc. R. Blackburn, loPAC -'l'axas, Ine. BINH􀀢􀁾􀀹􀀡􀀻􀁌􀀹􀀹􀁕􀀶􀀠
SIGN IN SHEET BELTLINE ROAD PAVEMENT REHABILITATION SEPTEMBER 21, 2004: 2:00p.M. NAME COMPANY PRONE # EMAIL AS41$y (1L-i3!,R-=-iJ""--------'{........ 􀁬􀁦􀀮􀁬􀀮􀁃􀀡􀀮􀀻􀀭􀀧􀁾_" 􀁾􀁓􀁾􀁾􀁌􀀭􀀬􀁾___
􀀼􀀵􀁟􀁊􀀺􀁟􀀺􀀧􀀭􀀽􀁾o-,-Y-,-,4:....!..Q____ 􀀭􀀽􀁧􀁾􀁯􀁬􀁢􀁾􀀮􀀮􀁌􀁬􀁬􀀭􀀢􀀭􀀢􀀧􀁾􀁾􀀮􀀡􀀮􀀭􀁯􀁜􀀢􀀽􀀾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀁾􀁾___--'c;1Z. 􀀢􀀧􀀸􀁓􀀱􀁾z.z.q 1 tnLKIf Oltti.n5
VIi'::L q 7>-􀁾􀀷-;y.2»./6111-141-4<..5:.8 '«Ih\-1\rh\so"Y\ HNl:£> 􀁾16,-􀁾􀀩􀀬􀁩􀀭􀁾􀁜􀁬􀀹􀀠􀀱􀁖􀁜􀀧􀁯􀁾􀀢􀁜􀁳􀁏􀀡􀁜􀁀'r.n-tb. .LC.YlL 􀁾􀁊􀀵􀀠AtR. L-!Y,,---o_b_J,.J_Jo:_o_",,_£_-"'_"__􀁁􀁟􀁴􀁊􀁟􀀯�
�􀁟􀀯􀁟􀁓􀁟􀀨􀀩􀁉􀁖􀁟􀁾􀁟􀁾􀀧􀁬􀁾􀀱c2 'I$t) -,;zJ? ry 172... q-st> UJr:; 
I:I􀁾i i -1 The HNTB Comp(lnies Su!ul630, 14114 QatasPal'kway. Da'las Texas 15240 (214) 661-5626 Job No, SHOP DRAWING 403[6 TRANSMITTAL Dale October 19, 2004 i To: [M;., Kirk 􀁍􀁾􀁲􀁲􀁩􀁳􀀠"'"
I Re: iArea Manager I, 􀁁􀁐􀁁􀁃-Texas, Inc. P,O. Box 224048 Dallas, T exas 75222-4048 ---_.______.._________"__􀁾-------------_-_,,1􀁾􀀠Pavement Rehabilitation Improvements Beltline
Road Marsh Lane to Dallas North Tollway Shop Drawing Transmittal WE ARE FORWARDING TO YOU: NO,OF SUBMITTAL COPIES DATE DESCRIPTION 3 10112/2004 • p ! ! • 􀀬􀁾􀀬􀀮􀀮􀀬􀀬􀀭􀀭􀀬􀀬􀀭􀀢􀀭􀀢􀀧􀀭􀀬􀀮􀀭􀀭􀀬�
�􀀭􀀢􀀢􀀧􀀧􀀧􀀭􀀧􀀧􀀭􀀭􀁾􀀭􀀭􀀬􀀬.. ----,-''''''---'''''-,---,-.._....." , -􀀭􀁾􀀬􀀭􀀭􀀢􀀢􀀭􀀧􀀧􀀧􀀭􀀭􀀭􀀬.. "",,,,"-------,,-"'---"----,_..,'---_.... '.' ,,--"" 􀀭􀀫􀀭􀁾􀁾􀀭􀀢􀀢􀀢􀀭..􀀭􀀭􀀬􀀭􀀭􀀭􀀭�
�􀀭􀁾􀀢􀀢􀀢􀀧􀀭􀀭􀀬􀀭􀀭􀀭􀀢􀀭􀀧􀀢􀀭􀀭􀀧􀀧􀀧􀀭􀀭􀀧􀀧􀁾􀀧􀀧􀀭􀀬􀀬􀀬􀀭􀀬􀀬.. ''' THESE ARE TRANSMITTED: r8J Reviewed D Revise & Resubmit D Furnish as Corrected D Rejected PLEASE NOTE: Enlcosed
are three copies ofthe reviewed shop drawing transmittal provided to us on October 12,2004, As indicated on the submittal, final acceptance ofthe Bituminous Mixture Design is subject
to review ofthe Hamburg Wheel Test Results that AP AC -Texas, Inc. is working to provide, Ifyou have any questions on the enclosed infonnation, please contact me. COPY TO: 􀁔􀁯􀁷􀁮􀁯􀁦􀁁􀁤􀁾􀀠File
Scott Forbes, P.E, 
tlt 􀁾􀁭􀁬􀀨􀁦􀀻􀁯􀀮􀀠BITUMINOUS MIXTURE DESIGN DESIGN SPECIAUSTS: David M. NO EXCEPTIONS TAKEN o MAKE: CORRETIONS ..,OTEO􀁾􀁒􀁅􀁖􀁉􀁅􀁗􀀠 AMENO ANO RESUBMIT o REJECTEO -SEE REMARKS
o, Raviaw is cn!y for gene",1 oonformance with d«!1gn c:on<:$pl and Intent 01 Contract Oocuments. ConttacIDr is SOlely '""pOnsl!)!" for ""rilylng dlmen.iOns, !I:)r establishing fabrication
prOUsses. means.lecl1niques. sequences '00 orocadUles 01 constraction and lor coordInation afwork of aU trades. Exception, laken and ooWd I!> inletonatioc. shown does not aulhortze WOtk
resulting I. conwe!?t "'1'0ns unl..... so .tatAKlln SCPD"'''' le!lM '" Change OId.r. 'JI/􀀯􀁾􀀠􀁴􀀢􀀢􀁾􀀠 BY: . J􀁾􀁾􀁪􀀻􀀺􀀠II=J DATE: 􀀱􀁬􀀿􀀱􀀱􀁾I , ARCHffECTS ENGINEERS PLANNERS
> 14 Galloping Road : Round Rock. TX 78681 512-744-9082 CSJ#: NA PROJECT: Belt Line Rd Pavement Rehab HIGHWAY: Marsh Lane to DNT ENGINEER: City of Addison COUNTY: Dallas DESIGN #: 43-TXD6-04
CONTRACTOR: APAC-TEXAS,INC. PRODUCER: APAC-TEXAS, INC. SPEC. hEM: . 340 TYPE MIX: D LAB No.: No.: 43-04 DATE: September 29, 2004 􀀡􀁍􀀣􀀯􀁐􀁴􀁬􀁻􀁬􀀮􀁾􀀠M1tiP 1Pr !U£uU"5 t6a.tM!L@/iJ1--fiNite
􀁉􀁦􀁣􀁣􀁬􀁦􀀯􀁲􀁤􀁾􀀠 
COMBINED GRADATION District 18 CSJ#: NA Prnducer. APAC·T...... INC. COIl : Dallas n II: 43-TX06-04 .100:340 Hi hwa: Marsh Lane to ONT COlib acIxlr APAC-TEXAS, INC. T Mix: 0 ProJ<>ct
B Line Rd Pavement Rehab. Engineer: City of Addison Lab No.: 43-04 Martin Manetta Martin Marletta Hanson TIOTypS'''D'' MC Screenings Sand Total % 0050445 0050433 Ferris, TXI Total I
Total 100.0 Sieve Bin 111 Bin #2 Bin tI3 J Total Size 56.0 % 32.0 % 12.0 % -100.0 56.0 100.0 32.0 100.0 12.0 Bin #4 I Total 0.0 % 100.0 0.0 Bin #5 0.0 % 100.0 0.0 I Total Bin #8 I Total
0.0 % Cumulative Pass TxOOT Specs. IndMd. Cumu!. Ret Ret 100.0 0.0 100.0 · 0,0 0.0 -100.0 56.0 100.0 32.0 100,0 12.0 100,0 0.0 100.0 0.0 100.0 0.0 100.0 · 0.0 0.0 112" 100.0 56.0 100.0
32.0 100.0 12.0 100.0 0.0 100,0 0.0 100.0 0.0 100.0 98 • 100 0.0 0.0 SIl!" 92.9 52.0 100.0 32.0 100.0 12.0 100.0 0.0 100.0 0.0 100.0 0.0 96,0 85 • 100 4.0 4.0 #4 33.6 18.8 98.S 31.5
98.9 11.9 100,0 0.0 100.0 0.0 100,0 0.0 62.2 50 • 70 33.8 37,8 #8 3.1 1.7 83.5 26.7 97.1 11.7 100,0 0.0 100.0 0.0 100.0 0.0 40.1 35 -46 22.1 59.9! #30 1,0 0.6 40.7 lS.0 95,2 11.4 100.0
0.0 100.0 0.0 100.0 0.0 25.0 15 • 29 15,1 75.0 #50 0.9 0.5 27.0 8.6 58.1 7.0 100,0 0.0 100,0 0.0 100,0 0.0 16.1 7 · 20 8.9 83,9 #200 0.8 0.4 8.0 2.6 4.5 0.5 100,0 0,0 100.0 0,0 100.0
0.0 3.5 2 · 7 12.6 96.5 Pan ----3.5 100.0 Asphalt Conlant of RAP in Bin /I 1 (If Applicable) ; ? % IASphaIt SOl.lrce&Grada: Valero PG 76-22 􀁾􀀠NOTES: Mixing temperature: 325 degrees
Ignition Oven Correction Factor: -0.08% Compection temperature: 300 degrees 'S Anti-Strip Agent and % used: Akzo Nobel Kling Beta 2550 HM @0.75% Weigh! used for a 2" specimen: 995 Lavel2
Tochniclan: Tx. DOT Certification #: 390 A:\43· TX06-04.xls Ver.2.0 Rev 􀀱􀁾􀀲􀀷􀁾􀀹􀀸􀀠11:07 AM Scpicmbar 29, 2004 
I-SUMMARY 1 Distrtct: 16 Dallas Marsh Lane to ONT Belt Line Rd Pavement Rehab. CSJ#: NA Desl n #: 43-TX06-04 Contractor: APAC-TEXAS, INC. Engineer: City of Addison Producer: APAC-TEXAS,
INC. S eC.ltem 340 T eMix: 0 Lab No.: 43-04 iStatic Cree Test Permsnen Slope of Sp.Grav. Density Creep Strain 55 CurveAsphalt Maximum Effective Theoretical Hveem x 1,000 Contenl of Specimen
Sp.Grav. (From Gt) VMA Slability StiffnessGravity 􀁾􀁡􀁸􀀮􀀠Sp.G x 100,000,0001 (Psi) (In./ln.) (lo.lln.lSec.)Ga Gr Ge % %% Gt % 4.0 2.449 2.574 95.1 14.4 I 4.5 2.445 2-555 2.747 2.555
95.7 15.0 15.75.0 2.438 2.535 2.746 2.535 96.2 2.515 2.516 16.25.5 2.436 2.745 96.6 ,6.0 2.431 97.4 16.62.496 15.4InterpQlate<Lvalues I3t optimum density_96.0 . % ._... ._.... _.._..
_􀁾.....-._---Effective Spec. Gr. (Ge)= 2.746 Optimum Asphalt Content = 􀁛􀁾􀀴􀀮􀀽􀀸􀁾􀀽􀀥􀀽􀀽􀀹􀀱􀀱􀀠VMA @Optimum Asphalt Content::" 15.4 " Interpolated Values Ga @Optimum Asphalt Content
= 2.441 Gr @Optimum Asphalt Content = 2.543 Gt @Optimum Asphalt Conlenl = 2.543 A:143·TX06-04.xls Vee, 1.0 Rev 1·27-98 11:07AM September 29. 2004 
BUCK GRAVITIES 􀁾􀀠 District: 18 CSJ#: NA Producer: APAC·TEXAS, INC. Dallas HI hwa : Marsh Lane to DNT PJ<lject-=---. Belt Line Rd Pavement Rehab. Desi n#: 43·TXD6·04 Contractor APAC·TEXAS,
INC. Engineer: City of Addison S ec.ltem 340 T e Mix: D Lab No.: 43·04-_........._.Martin Marietta Martin Marietta Hanson I MC Screenings SandTXI Type "0" !00504330050445 Ferris, TX
Bin fI:6 BulklSieve Size Bin #1 Bulk Bin #2 Bulk Bin fI:4 Bulk Bin #5 BulkBin #3 Bulk 0.0. Gravity0.0. Gravity56.0. Gravity 32.0. Gravity 0.0. Gravity!Pass I Ret 12.0 0/0 Gravity . .
0.0 0.000 0.0 0.000 0.0 0.0000.0 0.000 0.0 0.000 0.0 0.000· 0.0 0.000 0.0 0.000. 1/2" 0.0 0.000 0.0 0.000 0.0 0.0000.0 0.000· 0.0 0.000 0.0 0.0001/2" 3/8" 0.0 0.000 0.0 0.000 0.0 0.0007.1
2.744· 0.0 0.000 0.0 0.0003/8" · fI:4 59.3 2.744 1.7 2.722 1.1 2.653 0.0 0.000 0.0 0.000 0.0 0.00014.8 2.722 1.8 2.653 0.0 0.00030.5 2.740fI:4 · fI:8 0.0 0.0002.1 2.740 42.8 2.708 1.9
2.653 0.0 0.000 0.0 0.000#8 · #30 13.7 2.708 37.1 2.653 0.0 0.000 0.0 0.000 0.0 0.000#30 · #50 0.1 2.740 100.0 0.000,27.0 2.687 58.1 2.648 100.0 0.000 100.0 0.000#50 0.9 2.740 100.0
100.0100.0 100.0 100.0Total= 100.0 Bulk BulkBulk Bulk BulkBulk Grav.= 0.000Grav.= 2.705 Grav.= 0.000 Grav.= 0.000Grav.= 2.743 Grav.= 2.650 --...􀁾􀀠Combined Bulk Specific Gravity = 2.719
Specific Gravity of Asphalt = 1.030 A:\43·TXD6·04.Xls Ve,. 1.0 Rev 1·21·98 11:07 AM September 29, 2004 
􀁲􀁾􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭lMaterial Properties District: County: Highwav: Project: 18 CSJ#: Dallas Design#: Marsh Lane to DNT Contractor: Belt Line Rd Pavement Rehab. Engineer: NA 43-TXD6-04
APAC-TEXAS, INC. City of Addison Producer: S(:lec.ltem: Type Mix: Lab No.: APAC-TEXAS,INc. 340 D 43-04 Marlin Marietta Marlin Marietta Hanson T.OOT TxOOT TXI Type "0" MC Screenings Sand
Test # Specification 0050445 0050433 Ferris, TX Stockoil -Decantation Deleterious Material Polish Value Magnesium Sulfate Soundness Los Angeles Abrasion Crushed Face Count Flakiness
Index Surface Aggregate Classification Tex-211-F Tex-217-F Tex-436-A Tex-411-A Tex-410-A Tex-46O-A Tax-224-F Tex-499-A 1.5 Max 0.8 1,5 Max 0 NA Min 26 26 30 Max 15 5 40 Max 22 31 85
Min 100 NA Max NA Min B A ISand Equivalent Test Fine Aggregate Resutt Linear Shrinkage Plasticity Index 􀁾􀀺􀁾􀀻􀁾􀁾􀁾􀀠I : I􀁾􀀺I[ I-0 -1--0 [ J ul Test Resutt I 1Tex-203-F I I 45 PMin
I I 74 I 4 TxDOT TxOOT Te.t Test # Speoification ResuttTotal Mixture Tensile strength (dry) Boiling Test Draindown Tex-226-F 85-200 Req Tax-530-C 10 Max 􀁾􀀠 Tax-235-C NA Max t:::E::j_
.......􀁾􀀠􀁾....... A:\43-TXD6-04.xls Ver.1.0 Rev 1-21-98 11:07AM September 29, 2004 I 
•• ••• •• ••• ••• ••• --• •• •• ,an .,.. <n.' 91.0 .... e(.".. .1.... ,... ..n ......• 17n '" , ".5.. 1 _ 15.5 e if'"... ... .... ... 1>'•• ••• • .􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠
,,., ,,. '" f I 􀁾􀀠eo ... '" ,I 1> 􀀱􀀭􀀻􀀺􀁾􀁾􀀺􀀻􀀻􀀻􀁾􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀧􀀧􀀧􀀧􀀠'001== ...'----5 j ..., •􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾________􀁾􀀮􀁯􀁯..
.. ...--... --....,. 1456 ..... ... .... , 1«0 .... 1 .... ...," :U,. '"""••• •• _........ .. •• -_ on ..._1OOOr------------------------,1015 􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾•••
•• on e.•--... j-+-CarlD. 0IMirIII::n [.:::--t.... SpM.'r--I 
PAGE 32/02APAC TEXAS INC11/1B/2eaa 14:5G 2147423540 ASHLAND. APAC· Texas, Inc. Aoub5ldl11)' cIAcNIM Pawv And Con_loo. T..... BiI1JllIlIIe DM.!Cn P.O. Box 224048. Oalll.. fx 75222-41146
Tal: 214 741.3531. Fa" 214742-3540 Novemuer 17, 2004 Michllel W Fheling. P.lt HNTB Corporation 5910 W. Plano Parkway Ste. 200 Plano, TX75093 RE; November 12, 20041"tter nefll' Mr. Eheling"
MAC -Texas, Inc. acknowledges receipt of your letter dated November 12, 2004. We !!till 􀁤􀁩􀀤􀀺􀁴􀁥􀁲􀁾􀀠witb many of the sllI.tements in your letter. Conflicting issues, suoh as 􀁴􀁾􀀠ones
pointed out in your above referenced letter, need to be addressed in another forum. What is needed now, is to hear from HNTB, or the Town of AddIson, in writing wbat wiU be the acceptable,
and reasonable, extra work needed for the area defined by Eastbound Lane 1 approximately SllI.tion 11+20 to 52+007 We acknowledge our :\'Ole liS the wontractor tor the TuwlI ufAddison,
and as sucb, we SIlI.nd ready '10 perfonn at the direction ofthe Town ofAddison, or or its contract manager. Upon comptetio.1I ofsaid work, APAC -Texas, Inc. wiD pursue whll.tever course
we deem neceSSl11j' to resolve these issues. Sincerely, Kirk D. Morris Area Manager Co: S. Robertson, APAC -Texas, Inc. D. McEuen, APAC -Texas, Inc. R. Blackburn,MAC -Texas, illo. M
MUI])by, Town ofAddison, TX R. Jones, Town ofAddison, TX J. Pierce, Tuwn uf 􀁁􀁤􀁤􀁩􀁾􀀨􀀩􀁮􀀬􀀠TX S. Chutchian, T()WlI. ofAddison, TX J. NicElWancrer, Town ofAddison, TX J. Holder,
HNTB Corpo.flIrion S. Forbes, HNTB Corporation 
--FAX The HNTB Companies Transmittal 1'0: Mr. Mike Mwphy Director ofl'ublic Works Town ofAddil;on Date: 11/23/2004 Fax No., (972) 􀀴􀁾􀀲􀀸􀀳􀀷􀀠Total Puges: 3 (lnc.\uding thi$ cover)
Phone No.: (912) 􀀴􀁾􀀲􀀸􀀷􀀸􀀠Prom! JeayHolder Phone No.: (972) 661·5626 Please notil)' sender at ('Y12) 661.5626 iipages .... e 􀁭􀁩􀁾􀀢􀁩􀁮􀁧􀀠or iithere is any lI:ansminion difficulty.
Mculige Mike, Please distrlbute to the JeSt ofyour team. Thanks. ]eay 5910 West Plano Poikway, Suite 200 .Plano, Texas 75093 Voice ('Y12) 661-5626 . Pax (972) 661·5614 ero /I ro croc
•roN :>c: CI. 17/\. C711.1. +,L9t;L99U6 81NH 
f911J1II:'NII(m ""rk'll!ny SIJI,. JfllJ I : I􀁾, jI =) ARCHITECTS ENGINEERS PLANNERS 􀁩􀁬􀁊􀁬􀁬􀁉􀁪􀁴􀁾􀀠Jl!.WI 'tV;3" f97JiQ(;f·S'.'" Itt.'{ ('JU) M.HM1November 23, 2004 w{llmlmtp",out<1
Al'AC -T ex.s, Inc. Texas Bltlllilhic Division 21Z1 Irving Boulevard o.nus. Texas 75207 AUl>nlion: Mr. Kirk Morris Ar•• 􀁍􀁡􀁮􀀮􀁾􀀠 Re: Belt Line Rooo Puve-meat 􀁒􀁥􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁩􀁬􀁴􀁩􀁯􀁮􀀠
Marsh LllIle f<> Oillas North Tollwuy Letter dared November 23. 2004 Schedule D.vi&tion R"'IJreSt Dear Mr. Morris: We hllve forwarded the referenced loti'" 10 the Town of Addl$Qn fot
their review. Given the eX'isl;ng schedule is Cuttently behind nt... (9) days, they cannot support YOut r<:<jues[ 10 halt the construction for fOil! consecutive days. In un effort to
fAdJitIllt: Ibe construction schedule, they Are willing f<> chanae the ichtdule in the following manner: 1) Allow you 10 watk during tbe d.!!ys for Ibe test of this wook (WedllbSday
IUld Friday). Due 10 lowe. INIffic levels during Uris holid.yweek, you do nol have 10 slop.construction betWeen 11,00 •. m. JJ.nd 1:00 p.m. 2) Tbonksg!vinll Day will nO'I COWlI as a
dny in '!he s<hod!l.le 􀁣􀁾􀁬􀁣􀁵􀁬􀁡􀁴􀁩􀁏􀀧􀁮􀁳􀀮􀀠3) Allow you Ie work non-slOp frem 􀁓􀁾􀁴􀁬􀁬􀁲􀁤􀁾􀁹􀁭􀀡􀁬􀁴􀀱􀁬􀁩􀁮􀁧􀀠at 1:00 a.m. 10 Monday morning at 6:00 a,m. 'rhe Town of
Adcllson wants tills project to be fir.ished as soon .5 possible. Alier you review this Iclter 􀁾􀁮􀁤􀀠have moo•• decision os 10 your wO'tking ,chedUle. ple<lse contact me 10 leI me
know what days and times yoa will be working. Sincetcly. 􀀺􀀻􀀻􀀻􀁊􀁾􀁾􀀠􀁁􀀺􀁾􀁾􀁾􀁾􀀬􀁊􀁲􀀬􀀮􀁰􀀮􀁦􀀮􀀧DircclOt ofMuIli.cip'AI Service.< End: f(PAC Novembe, 23rd Leuer 􀁾􀀺􀀠S. ChUIChiiln.
TOllln O'f Addison M. Ebeling, HNTB Cotpotatlo'n S. Porbes. HN'rs CorpoMion R. Jones. 'rown of Addison M. MUrphy. Town of Addison 1. Nitewlltlder. Town of Addison 1. Pierce. Town of
Addison Ni'U:P<' M ....l;f.l'tl"ull., 111\; 􀁉􀁉􀁎􀀯􀁉􀁉􀁬􀀧􀁬􀁉􀁯􀀱􀀧􀁕􀁾􀀬􀀠....1. 1<-, ..... "".... , \;"" 􀁦􀁬􀁬􀀧􀁾􀀱􀀢􀀧􀀢􀀠'1'.'(, IJAI\,N 111111,:1: lAo U!l.:;j"K, 􀀢􀀧􀀧􀀧􀀧􀁾􀀠􀀧􀁊􀁉􀀢􀀧􀁉�
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P&>GE 02/0211/23/2004 139:57 21474235413 APAC TEXAS INC ASHLAND. APAC· Texas, Ine. KIlt( D. MQrrlll Are. M«!ft&Q" November 17,2004 Jerry Holder, P.E. HNTB COIPOration 5910 W. Plano Parkway
Sre. 200 PiIIuo, TX 75095 RE: Schedule tfevilltion req,le$1 DearMr. Holder, morder to tacilltete holiday traffic, I\PAC -Texas, Inc. would like to work November 24, 2004 during 11\",
day weather permitting, to 􀁴􀁬􀁾􀁩􀁮the area around tile xai\road tt:lI.Ck first and then continue with laying left-turn ll1nesw right tum lanes us time ani:!. weather per.mlt. Our
!l(.hedule would be /IS follows, lane clot/uta would so up at S A.M. 3nd come dOw1l ot 11 A.M. and. tJw;n SO backup at 1 P.M. wlnl 4;30 P.M decisions on whether east bound or wtlst bound
gets done first would be made in the field. Next, APAC -Texas, Inc. intend.q to 􀁾􀁨􀁬􀁬􀁴􀀠tfnwn work on the ptoject until Monday nisht November 29, :3004. Ifyou bAve any questions,
please contact me at the Dallas Office. 8incer.oly, Cc S. Robertson, APAC -Texas, Inc. D. MoEuen. APAC-Texas, Inc. R. B!ad>burn, APAC -Texas, Inc. SINH 
75093 59JU1I\'Plmw l11rkWd)' I : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS .!illlfr.J(J(J Pimto,. 1l:U.1/S (972) 661·5rS:J(; J..itX (972) 6f.iH614November 23, 2004 AP AC Texas, Inc. Texas
Bitulithic Division 2121 Irving Boulevard Dallas, Texas 75207 Attention: Mr. Kirk Monis Area Manager Re: Belt Line Road Pavement Rehabilitation Marsh Lane to Dallas North Tollway Letter
dated November 23, 2004 Schedule Deviation Request Dear Mr. Monis: We have forwarded the referenced letter to the Town of Addison for their review. Given the existing schedule is currently
behind nine (9) days, they cannot support your request to halt the construction for four consecutive days. In an effort to facilitate the construction schedule, they are willing to change
the schedule in the following manner: 1) Allow you to work during the days for the rest of this week (Wednesday and Friday). Due to lower traffic levels during this holiday week, you
do not have to stop.construction between 11:00 a.m. and I :00 p.m. 2) Thanksgiving Day will will not count as a day in the schedule calculations. 3) Allow you to work non-stop from Saturday
morning at 1:00 a.m. to Monday morning at 6:00 a.m. The Town of Addison wants this project to be finished as soon as possible. After you review this letter and have made a decision as
to your working schedule, please contact me to let me know what days and times you will be working. Sincerely, HNTB CORP0;z;, 􀀧􀀡􀁌􀀠1?f. e . Holder, Jr., 􀁐􀀮􀁾􀁾Director of Muoicil',l
Services EncJ: AP AC November 23rd Letter c: S. Chutchi,n, Town of Addison M. Ebeling, HNTB Corporation S, Forbes, HNTB Corporation R. Jones, Town of Addison M. Murphy, Town of Addison
J. Nicewander, Town of Addison J. Pierce, Town of Addison M,1I0BS\40316·Beltlioe\COMMMTGSILEITERSIAPAC 112304 respoose lu03.doc Tbe HNTB COli/patties 
ASHLAND. APAC· Texas, Inc. Asubsl!l,a'Y of Aohi..... P'''nQ AM C¢nslrucllon, !ric. re"". 􀁂􀀡􀁴􀁵􀁬􀁾􀁨􀁩􀁥􀀠OM".n P.O. 8ox2Z404a D.II .... TX 15:222-4_ Tel: 2'14 741->531, Fax: 214
􀀷􀀴􀁾􀀭􀀪􀀴􀀰􀀠NQv=Iber23,2004 November 17, 2004 Jerry Holder, P.E. HNTB CO:rp<mltiOlJ 5910 W. Plano Pa.kway Ste. 200 Plano, TX 7;509.3 RE: Schedule devil\liOl1 request Dear Mr. Holder, In order to facilitate
holiday traffic, APAC -Tex.as, Inc. would like to work November 24,2004 during the day weather permitting, to tie-in the a.ea aroWld the railroad track first and then continue with laying
left-turn Janes and right turn lanes as time and weather permit. Our schedule would be as follows, lane closures would (lQ up .at 8 A.M. ;mel oome down at 11 A.M. and then (lQ backup
at I :P.M. Wlul 4 :30 P.M. decisions on whether east bound or west bOWld gets done first would be made in the field. Next, APAC -Texas, Inc. 􀁩􀁮􀁴􀁥􀁮􀁤􀁾􀀠to llhut down work CIl the
project until Monday night Ncvember 29,2004. Ifyou have any questions, please contact me at the Dallas Office. Sincerely, Ce S. Robertson, APAC -Texas, Inc. D. McEuen, APAC-Texas, Inc.
R. Blackburn, APAC -Texas, Inc. 
HlMU ,...,tto._ -" 2147423546􀀧􀁩􀁬􀀯􀀲􀀹􀀯􀀲􀁾􀀶􀀴􀀠16:54 􀁾APAC.TEXAS. INC. Tell., Bltulltblc: Division • 2121 Irving Boulevard· P. O. Box 224048 Dallas, Texas 75222·4048· (214' 741·3531
• FAX (214,742·3540 100TE OF TRANSMISSION: PLEAOE DEUVER THE FOLLOWING PAGES TO: lrERSHEET 􀁉􀀡􀁾􀀠I 􀁉􀁆􀁒􀁏􀁾􀀺􀀠Piil(k rlk,,;; I:::RE􀀧􀁴􀁒􀁁􀁎􀁾􀁍􀁉􀁔􀁔􀁉􀁎􀁇􀀠' I I􀁐􀁁􀁾􀁅􀀸􀀠(INCLUDING
THIS COVER SHEET, • 􀁾􀁟􀁾􀁾􀁓􀁍􀁉􀁓􀁓􀁉􀁏􀁬􀁬􀁬􀁉􀁓INCOMPU!TI!! OR fAULTY PLeASE CALL US AT (2141141.;1131 '6. ICOMMENTS: 􀁾􀀠. 'IffJ::j J!Ji:. t 􀀮􀁃􀁦􀁴􀁴􀀹􀁾􀀴􀁐􀁬􀀠-'" , NonCE OF
CONl'IDENTIAYTY HIlS 􀁆􀁁􀁃􀁓􀁉􀁍􀁉􀁾􀁉􀁅􀀠MAY C0t:I1AIN 􀁉􀁎􀁉􀀧􀁏􀁒􀁍􀁁􀁔􀁬􀁮􀁎􀁔􀁾􀁁􀁔􀀠III PRIVlLliCED AND eOI<'IOIiiNTIAL ANIJIOR EXEMPT FROM OIsr.losunE UNDER APPLICABlE lAW. THIS
TRAI>ISMISSIDN IS INTENDEO SOLELY fOR THE INO!VIOUAI. OR ENTITY OESIGNj\TEO ABove. IF VOU ARE NOT THI; INTENDI!O REC!PIENT. OR Tt1E EMI'LOYt!!£ OR AGENT RESPOfl!;:!Dl.E 􀁾􀁏􀁒􀀠DI1.LIVER'NC
IT ",0 TI-lll.INTI!.NQI!O RE<.:II'IEN1, VOU SHOULD UNDERSTAND Ttb>.T ANY OISTRIBUTION. COPYING Oil use ... 􀁾􀀬􀀠-, 􀀮􀁾􀀠THANK YOU. ... ,OF THE 􀁉􀁉􀁾􀁾􀁏􀁒􀁍􀁁􀁔􀁉􀁏􀁎CONTAINED IN
THIS FACSIMII.E IIY ANYONE OTHER THAN 'n4e: DESIGNATED RECIPIENT IS UNIIUltlORI7.ED AND STRI\;Tlv PI\QHII!I1EO. IF YOU HAVI; 􀁒􀁅􀁃􀁾􀁬􀀯􀁬􀁩􀁏􀀠1111G FACGIMILI!.IN I!I'tROR.I'U:ASti
IMMEOll>.TElY NOlifY THE SENDE.R BY lE.LEPHONE. " ,, : 
!, j f '; .., <r on '"..,.'" .... ..". .... C'I ..,. Il> \D .... Act lD Description = REPAIR. CONCfl5TE ,. ----------=-============= ·······t-····i··-··.......--. -. .......... ....i···
....... -..........................i·········1 􀁾􀀠gs C'I ..... C'I '" ..... .... ..... c:::JEorIy I>4It , c::::iP!og,..."'" APAC -TEXAS, INC. c:::JCdIIod ba, -S""'IUIY1>41.TOWN OF ADDISON
o StJrt_Mp<>Int 
'11/29/20aQ 16:54 2147423549 ! ·, ,II ;,It I 􀁾􀁾􀀠· f·····+···Ilwllll · · · · , · ....).... .,......... 􀁾􀀡r. 0: o·"0: 0:m'iii: il 0:􀀡􀁾􀀠O· ...... · [.... .......... 􀁾􀁥E.!h • (/1oZ
fzf" · · •i .......... · · ,· I ,•• : )•:"U 􀁬􀁾􀀠􀁪􀁾􀀠Ii'00 I[lOIJ . :2:....􀁴􀁾........·.. li g!!? FmJ 􀀧􀀲􀀮􀁾􀀠i :t 8' !. • 􀁾􀀠􀁾􀀠2 · i... 0 ! · !l .· I 
Hr MV 11.-1""-_ •.• '11/29/2004 1&:54 2147423546 ......;............... . . 􀁾: .............. · .......􀁾........ ·• .. ···.J-.l ·......................... · '" -' ..􀁾􀀺􀀧􀀧􀀧􀁾􀀧􀀠..
􀁾􀀠_....􀁾􀀮􀀠􀁾􀀮􀀠
TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS BELT LINE ROAD PAVEMENT REHABILITATION MARSH LANE TO DALLAS NORTH TOLLWAY HNTB Corporation 5910 W. Plano Parkway, Suite
200 Plano, TX 75093 September 10, 2004 THE SEAL ON THIS DOCUMENT WAS AUTHORIZED BY WM. SCOTT FORBES P.E. #87223 ON IO·SEP-2004 
Section AB Section IE Section PF Section CA Section PrB Section PyB Section MB Section BP Section GP Section SP Section WOL Section T TABLE OF CONTENTS Advertisements for Bids Instruction
to Bidders Proposal Fonn Contract Agreement Perfonnance Bond Payment Bond Maintenance Bond Contractor's Affidavit ofBills Paid General Provisions Special Provisions Waiver ofLien Technical
Specifications TOC-J 
SECTIONAB ADVERTISEMENT FOR BIDS AB-J 
L SECTIONAB ADVERTISEMENT FOR BIDS Sealed bids addressed to tbe Town of Addison, Texas, for tbe Construction of Asphalt Paving and Striping for BELT lJNE ROAD PAVEMENT REHABILITATION
FROM MARSH LANE TO THE DALLAS NORTH TOLLWAY, for the Town of Addison, Texas, hereinafter called "Town", in accordance witb the plans, specifications and contract documents prepared by
HNTB Corporation, will be received at the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on Tuesday, the 28'·
day of September, 2004. Bids received by tbe appointed time will be opened and read aloud. Any bids received after closing time will bc returned unopened. 2. The contractor shall identifY
his bid on tbe outside of the envelope by writing the words BELTlJNE ROAD PAVEMENT REHABILITATION FROM MARSH LANE TO THE DALLAS NORTH TOLLWAY. 3. Bids shall be accompanied by a cashier's
check or ccrtified check upon a national or state bank in an amount not less than five percent (5%) of tbe total maximum bid price payable without recourse to the Town of Addison, or
a bid bond in tbe same amount from a surety company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of
Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond within two (2) business days after notice of
award of contract to him. 4. Plans, specifications and bidding documents may be secured beginning at 9:00 a.m. on Friday, the 10th day of September, 2004 from Ms. Minok Sub, Purcbasing
Coordinator; Finance Building, 5350 Belt Line Road, Addison, Texas. All bidding documents will be provided to the contractor in PDF format. 5. The right is reserved by the Mayor and
tbe Town Council as the interest oftbe Town may require to reject any or all bids and to waive any informality in bids received. 6. The Bidder (proposer) must supply all tbe information
required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the OWner; eacb Bond shall be in the amount of 100% of
the total contract amount. Bonds sball be issued by a surety company licensed by the State of Texas to act as a Surety. The perfonnance and payment bonds shall name the Town of Addison
as obligee (or sucb other entities as may be designated at the time a contract is executed). 8. For information on bidding or to secure bid documents, call Ms. Minok Suh, (972) 450-7091.
For information On the work to be performed, call Mr. Steven Z. Chutchian, P.E., Assistant City Engineer, (972) 450-2886 or Mr. Scott Forbes, P.E., HNTB Corporation, (972) 661-5626.
9. This project consists of providing Asphalt Paving and Striping as sbown on the plans and in accordance with these specifications. 10. A Mandatory Pre-Bid Meeting will be held at 2:00
p.m. on Tuesday, the 21st day of September, 2004 at tbe Addison Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972-450-2871. All bidders are required to attend. Lack of
attendance will be considered nOnresponsive and a bid will not be accepted from anyone not attending. AB-2 
SECTIONIB INSTRUCTION TO BIDDERS IB-I 
SECTIONIB INSTRUCTIONS TO BIDDERS A. PROJECT: BELT LINE ROAD PAVEMENT REHABILITATION FROM MARSH LANE TO THE DALLAS NORlH TOLLWAY, in the Town ofAddison. B. PROJECT DESCRIPTION: This
project consists of an asphalt overlay and striping as shown on the plans and in accordance with these specifications. C. PROPOSALS: Proposals must be in accordance with these instructions
in order to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, including the Advertisement for Bids, these Instructions to Bidders, Proposal Forms, Contract
Agreement, Performance Bond, Payment Bond, Maintenance Bond, Contractor's Affidavit of Bills Paid, General Provisions, Special Provisions, Technical Specifications, Drawings, and Addenda
which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed andlor obtained under the terms and conditions set forth in the Advertisement for Bids,
Section AB ofthis Project Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain first-hand knowledge
of the scope and the conditions of the Work. Each Contractor, by submitting a proposal to perform any portion of the Work, represents and warrants that he has examined the Drawings,
Specifications (Project Manual) and the site of the Work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character
of the equipment and other facilities needed for the performance of the Work; the character and extent of other work to be perfonned; the local conditions; labor availability, practices
and jurisdictions and other circumstances that may affect the performance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor
or Sub-subcontractor to inform himself as to conditions affecting the Work. A Mandatory Pre-Bid Meeting will be held at 2:00 p.m. on Tuesday, the 21st day of September, 2004 at the Addison
Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972-450-2871. AU bidders are required to attend. Lack of attendance will be considered non-responsive and a bid will not
be accepted from anyone not attending. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed ,Contract is in doubt as to the meaning of any part
of the Drawings, Specifications (project Manual) or other proposed Contract Documents, he may submit to the Consultant, not later than seven (7) calendar days prior to the date set for
opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient time for a reply to reach them hefore preparing their bids. Any
interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling will be held binding upon the Owner. G. SUBSTITUTIONS: Conditions
governing the submission of substitutions for specific materials, products, equipment and and processes are in the Special Provisions. Requests for substitutions must be received by
the Consultant five (5) calendar days prior to the established bid date. lB-2 
H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents during the bidding period will be issued in the form of Addenda and a copy of such
Addenda will be mailed, faxed or delivered to each person who has been issued a set of the Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract Documents,
and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental instrnctions will be in the furm of written addenda to the contract documents which,
if issued, will be sent by telegram, certified or registered mail, or hand delivered to all prospective bidders (at the respective addresses furnished for such purposes) not later than
three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to acknowledge the receipt of such addenda in the space provided in the bid form, his bid
will nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME: The completion time of the project will be set through the bidding technique
used in the Proposal Form. A more detailed explanation of the bidding technique is given in the Special Provisions. J. PREPARATION OF BIDS: Prices quoted shall include all items of cost,
expense, taxes, fees and charges incurred by, or arising out of, the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed
in ink. Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the
bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in
words and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing
will be considered as the bid. In the case of a discrepancy between a unit price and its extension, the unit price will govern. Failure to submit all requested information will make
a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name ofall partners. Where bidder is a corporation,
bids must be sigued with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation
to a contract. NOTE: A COMPUTER GENERATED PROPOSAL FORM MAY BE USED IN LIEU OF THE ENCLOSED FORMS. THE FORM SHALL BE 8 112" X 11" IN SIZE, AND WILL BE ATTACHED TO THE PROPOSAL IN THE
PROPER SECTION, AND WILL BE MADE PART OF THE PROPOSAL AND CONTRACT DOCUMENTS. NOTE: THE ABOVE SPREADSHEET OPTION IS FOR THE CONVENIENCE OF THE BIDDER, NO WORDING IN THE SPREADSHEET SHALL
MODIFY OR AMEND THE WORDING IN THE BID PROPOSAL OR PLANS. THE UNIT PRICE ON THE FORM SHALL BE THE PRICE OF THE ITEM, AND ERRORS THAT MAY BE PRESENT IN THE PRINTOUT WILL NOT BE RECOGNIZED
AS AN OPPORTUNITY TO REVISE THE PROPOSAL THE SUMMARY SHEET INCLUDED IN TillS BID DOCUMENT SHALL BE USED FOR SUMMARlZING THE BID. IB-3 
THE SPREAD SHEET SHALL PRESENT EACH ITEM IN THE ORDER AND NUMBER AS SHOWN IN THE CITY'S PROPOSAL AND BID SCHEDULE FOR THIS PROJECT. THE SPREAD SHEET SHALL BE IN A COLUMN FORMAT WITH
THE FOLLOWING COLUMNS: 1. ITEM NUMBER 2. DESCRIPTION & UNIT PRICE IN WORDS 3. UNIT OF MEASURE 4. UNIT PRICE 2. ESTIMATED QUANTITY 3. AMOUNT BID K. SUBMITTAL OF BIDS: Sealed proposals
will be received at the time, date and place stated in the Advertisement for Bids. Proposals shalJ be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in
an opaque, sealed envelope addressed to the Owner and plainly mark on the outside of the envelope the project name, and the name and address of the bidder. The envelopes shall be marked
with the following project names: BELT LINE ROAD PAVEMENT REHABILITA nON FROM MARSH LANE TO THE DALLAS NORTH TOLLWAY The Bid Bond must be completed and signed by each bidder and submitted
with the bid. A separate bid must be submitted for each discipline that a contractor wishes to be awarded. Submit Bids by mail or in person prior to the time for receiving bids set forth
in the Advertisement for Bids issued by the Town. L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified
onJy on the official bid form and must be signed by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for sixty (60)
calendar days after the time agreed upon for the receipt ofbids. M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before or after the opening, upon evidence
of collusion with intent to defraud or other illegal practices relating to this proposal upon the part ofthe bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance,
the selected bidder shall, within two (2) calendar days, submit the following: L A designation of the portions of the Work proposed to be performed by the bidder with his own force.
2. A list of of names of the subcontractors or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for
such portions of the Work as may be designated in the Bidding Documents or as may be requested by the Consultant. The bidder will be required to establish to the satisfaction of the
Owner and the Consultant the reliability and IB-4 
responsibility ofthe proposed Subcontractors and suppliers to furnish and perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without compensation
to bidders and to waive irregularities and informalities. The Consultant, in making his recommendation, will consider the following elements: I. Whether the bidder is a contractor with
experience in the type ofwork involved. 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and expeditiously. 3. Whether the bidder has a
suitable fmandal status and reputation for meeting obligations incident to work of the kind specified. 4. Whether the bidder has complied with the terms and conditions of the bidding
requirements. Alternate items mayor may not be awarded. Addition or deletion ofother items or schedules will be governed by NCTCOG, Item 104.2 "Change or Modification ofContract". P.
EXECUTION OF THE CONTRACT: The successful bidder will be required to enter into a contract with the Owner at the Town Council meeting that the bid is approved. It is anticipated the
contract will be approved at the Addison Town Council meeting scheduled for October 12. The contractor will have a representative at the Council meeting to sign the approved contract
that evening, The Town will also sign the Contract at that time. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time as
possible. The number of calendar days for completion of the project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate
a smooth construction of the project. The following dates are the anticipated schedule for this project: • September 28,2004 -Open Bids. • October 4, 2004 -Recommend low bidder to Town.
• October 12,2004 -Town Council Approval and Contract signed by both parties. • October 14,2004,2:00 p.m. -Pre-Construction meeting. • October 17,2004,10:00 p.m. Start Construction.
\--'2E 􀁃􀀾􀁾􀀠􀁾􀁾of 􀁃􀀰􀀬􀀮􀀮􀀮􀀱􀀺􀀺􀁩􀀧􀀭􀁲􀁾􀀨􀀮􀀮􀁔􀀱􀁷 R. INCENTIVEfDISIN'CENTIVE BIDDING: The lime of completion is of the essence for this contract. Details of this procedure
are located in the Special Provisions. Contractor shall make himlherself comfortable with the details prior to submitting a bid. S. FORM OF CONTRACT: The contract for the construction
of the project will be drawn up by the Owner. A sample form of agreement is included in the Contract Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond
and a Maintenance Bond will be required by the Owner. The performance and payment bonds shall name the Town of Addison, and others as directed by the Town, as joint obligees. Sample
forms have been included in the Perfonnance Bond, Payment Bond and Maintenance Bond sections. (Contractor shall confirm the legal names ofobligees prior to execution of Bonds.) U. BID
SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%) ofthe total maximum bid price payable
without recourse to the Town of Addison, or a bid bond in the same amount IB-5 
from a surety company licensed to do business in the State of Texas as a guarantee that the bidder will enter into a contract and execute a Performance Bond and Payment Bond within two
(2) calendar day after notice of award of contract to him. Such checks or bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of
bids, and the remaining checks or bid bonds will be returned promptly after the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after
the date of the opening of bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. V. RESOLUTIONS: If the bidder is
a corporation, a copy of the resolution empowering the person submitting the bid to bind the bidder must be included with the bid. W. CONSTRUCTION STAKING: Construction staking and re-staking
will not be provided by the Owner. Any staking or re-staking that is required shall be the responsibility of the Contractor and shall be at no cost to the Owner, See Supplemental Provisions
for more detail. X. FINAL P A YMEl\'T: The general provisions for Final Payment shall be as stated in Item 109.5.4 of the North Central Texas Standard Specifications for Public Works
Construction (3rd Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner with the fullowing items: I, A complete set of record
plans which indicate all construction variations from the original construction documents in accordance with Item 5 ofthe Special Provisions. 2, A two (2) year Maintena.nce Bond in accordance
with Section ME. Y. PREVAILING WAGE RATES: Wage rates paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as attached
in the Special Provisions. Z. PRIORITY OF CONTRACT DOCUMENTS: In case of conflict between contract documents, priority of interpretation shall be in the following order: signed agreement,
agreement, performance and payment bonds, proposal, special provisions (or conditions), techaical specifications, general provisions, advertisement for bids, project drawings, Standard
Specifications for Public Works Construction -North Central Texas; Standard Drawings, This priority list shall take precedence over item 105,1.1 of the NCTCOG standard specifications,
(3rd Edition) 18-6 
SECTIONPF PROPOSAL FORM PF-l "fS 
SECTION PF PROPOSAL FORM ____-',20_ TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: SignedBy: _____________ ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No. I Dated: _________ Addendum No.2 Dated: _________ Addendum No.3 Dated: ________ Addendum No.4 Dated:
________ Addendum No.5 Dated: ________ Addendum No.6 Dated: ________ PF-2of8 
PROPOSAL FORM Place ______________ Date ______________ Proposal a Corporation organized and existing under the laws ofthe State OR Proposal a partnership consisting and ______________________________
________ OR Proposalof ________________________________􀁾􀀠an individual trading as __________________________ OR Proposal a Joint Venture consisting v.___________________________ and
______________________________________________________ TO: Town ofAddison, Texas Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving for BELT LINE ROAD
PAVEMENT REHABILITATION FROM MARSH LANE TO TIlE DALLAS NORTH TOLLWAY for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract
documents prepared by HNTB Corpcration, will be received at the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m.
on Tuesday, the 28th day of September, 2004. Bids received by the appointed time will be opened and read aloud. Any bids received after stated time will be returned unopened. The undersigned
Bidder, having visited the site of the work, having examined the Plans, Specifications, and other Contract Documents, including all Addenda, and being familiar with all of the conditions
relating to the proposed project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for the project and to furnish aU labor, tools, equipment and
incidentals to complete the work in accordance with the Specifications, and other Contract Documents at and for the unit prices proposed herein: PF-30f8 
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening of the bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town ofAddison to reject any and all bids. Name ofBidder By: ________________________________________________________ (Signature) (print Name
and Title) 􀁖􀁖􀁩􀁴􀁵􀁥􀁳􀁳􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭(Signature) (Office Address of Bidder)
Bidder's Tax 1.D. No. or Employer No. SEAL (IfBidder is a Corporation) NOTES: Sign in ink. Do not detach. PF4of8 
BELTUNE ROAD PAVEMENT REHABILITATION MARSH LANE TO DALLAS NORTH TOLLWAY ICompllete in Place, for the Sum of I___________________􀁾􀀬􀀬􀀬􀂷􀁹􀂷􀁯􀁡􀁮􀁤􀀠1__________________ Cents per
unit I Compllele in Place, for the Sum of I___________________uv'.."'and 1_____________________ Cents per unit I Complle!e in Place, for the Sum of 1_________________________"Nm.,and
1_______________ Gents per unit ICompl!eteln Place, for the Sum of I_____________________􀁾􀀭􀁾􀁶􀀢􀀮􀀢􀀮􀁡􀁮􀁤􀀠1_______________________ Cents per unit ICc'mplele in Place, for the
Sum of I______________________􀁾􀀭􀀢􀂷􀁾􀀢􀀬􀀬􀂷􀁡􀁮􀁤􀀠1__________________ Cents per unl! IComol!.""In Place, for the Sum of 1_________________________",V,,,,,,and 1_______________________
Cents per unit PF-5 of8 
BEL TLiNE ROAD PAVEMENT REHABILITATION MARSH LANE TO DALLAS NORTH TOLLWAY I Complete in Place, for the Sum of 1_________________________UU"",,Oand 1______________ Cents per unit IComplle!e
in Place, for the Sum of I______________v"".",and 1_____________ Cents per unit Complete in Place, for the Sum of ;______________-••􀀬􀀬􀁾􀀬􀀬􀁾􀁡􀁮􀁤􀀠1_____________ Cenls per unit
IComplleteln Place, for the Sum of 1___________________􀁾􀁾􀀬􀁊􀁕􀀢􀀬􀀬􀀮􀁯􀁡􀁯􀁯􀀠1____________ Cents perunrt Complete In Place, for the Sum of i_______________􀀭􀀬􀁵􀀬􀀬􀀭􀀬􀁾􀁡􀁮􀁤􀀠1-:___________
Cents per unit ICompl!etein Place, for the Sum of !______________-,",,-,.and ____________ Cents per unit PF-6 of8 
BELTUNE ROAD PAVEMENT REHABILITATION MARSH LANE TO DALLAS NORTH TOLLWAY lC<lmnletA in Place, for the Sum of and 1------------Cents per unit Comole!e in Place, for the Sum of and 1____________
Cents per unit I Complete In Place, for the Sum of and 1____________Cents per unit Complete in Place, for the Sum of and 1____________ Cents per unit IComplete in Place, for the Sum
of I______________________􀁵􀀬􀁵􀀢􀁯􀀬􀀬􀁾􀁡􀁮􀁤􀀠1_____________Cents per unit IComp'lete in Place, for the Sum of I______________________􀁵􀁵􀀢􀁯􀀬􀀬􀁾􀁡􀁮􀁤􀀠1_____________ Cents per
unit PF-7 of8 
BELTUNE ROAD PAVEMENT REHABILITATION MARSH LANE TO DALLAS NORTH TOLLWAY Complel. in Place, for the Sum of and 1-------------Cents per unit Complete in Place, for the Sum of and 1_____________
Cents per unit Complete in Place, for the Sum of and 1_____________ Cenls per unit TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, ITEMS 1 THROUGH 21, INCWSIVE 􀀮􀀮􀀡􀀤􀁾________ WRITTEN
IN WORDS: NOTES: 1. All ifems, labor, materials. equipment. fac1illes, incidentals, and work required for construction of the project are 10 be provided and installed by the Contractor
as part of the project and paymeflt for the cost of such shall be: included in the price bid rOt lhe construction oftha project 2. Prices must be shown in words and figures for each
ilem listed in this proposal. In the event of discrepancy, the WOtds shall control. 3. It Is 􀁵􀁮􀁾􀁴􀁯􀁯􀁤the the Bid Seeurily shaH be collected and retained by !.he Owner as Ijquldated
damages in the event a conlract is made by the OWner based on this proposal within ninety {OO) calendar days after receiving bids and the undersigned fails: to execute the contract and
required bonds within two (2) dl:ly$ from the date .he Contractor is "oIified and has receIved the conformed doeumenis, After this period, if !he contract has been executed and the required
bonds have bean submitted, the said Bid Security shall be returned 10 the undersigned upon demand, Bidder's Tax I.D. No. or Employer No.: PF-8018 
SECTIONCA CONTRACT AGREEMENT CA-l 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this __ day of , 20_, byand between the Town of Addison, ofthe Connty ofDallas and State ofTexas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter
tenned the OWNER, and , of 􀁾􀁾􀁾􀀠􀀬􀁾􀁴􀁹􀁾􀀠, State of , Party of the Second Part, hereinafter tenned CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement
hereinafter mentioned, to be made and perfonned by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows:
BELT LINE ROAD PAVEMENT REHABILITATION FROM MARSH LANE TO THE DALLAS NORTH TOLLWAY. and all extra work in connection therewith, under the tenus as stated in the General and Specific
Provisions of the AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories
and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement
for Bids. Instructions to Bidders, General Provisions. Special Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications
and Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal
and the General Provisions, all of which are made a part hereof and collectively evidence and constitnte the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within three
(3) calendar days after the date of written notice to do so has been given to him, and to complete all work within twenty-five (25) calendar days after he commences work, subject to
such extensions or reductions oftime as are provided provided by these Contract Documents. The OWNER agrees to pay the CONTRACTOR $ in current funds for the performance of the Contract
in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein.
CA-2 
IN WITNESS THEREOF, the parties ofthese presents have executed this AGREEMENT in the year and day fIrst above written. TOWN OF ADDISON ATTEST: (OWNER) By:________ City Secretary Party
of the Second Part (CONTRACTOR) ATTEST: The following to be executed ifthe CONTRACTOR is a corporation: I, , certify that I am the secretary ofthe corporation named as CONTRACTOR herein;
that who signed this Contract on behalf of the CONTRACTOR the of said corporation; that said Belt Line Road Pavement Rehabilitation From Marsh Lane to Dallas North Tollway Contract was
duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope ofits corporate powers. Signed:____________ Corporate Seal CA-3 
SECTIONPrB PERFORMANCE BOND PrB-l 
STATE OF TEXAS COUNTY OF DALLAS SECTION PrB PERFORMANCE BOND Date Bond Executed: __________ PRINCIPAL:________________________ PENAL SUM OF BOND (express in words and figures): _____________
DATEOFCONTRACT: _________________________________􀁾􀀠KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held finnly bound unto The Town ofAddison, Texas,
hereinafter called the OWNER, in the penal sum of the amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves, our heirs, executors, administrators and
successors, jointly and severally, finnly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered
and dated as shown above and attached hereto; NOW THEREFORE, if the PRINCIPAL shall well and truly perfonn and fulfill all the undertakings, covenants, tenns, conditions and agreements
of said Contract during the original tenn of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any
guaranty required under the Contract, and shall also well and truly perfonn and fulfill all the undertakings, covenants, tenns, conditions and agreements of any and all duly authorized
modifications of said Contract that may hereafter be made, notice of which modifications of said SURETY being hereby waived, then this obligation to be void, otherwise in full force
and effect. PrB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affIxed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body. SEAL CONTRACTOR By: ______________________ Address:
____________________ WITNESS _____ SEAL ATTEST: ________________ SURETY By: ______________ Address: Title: ___________________ (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORA
TE PRINCIPAL I, , certify that I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signed the said bond on behalf ofthe PRINCIPAL, is the said corporation;
that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing
body. (Corporate Seal) PrB-3 
SECTIONPyB PAYMENT BOND PyB-l 
STATE OF TEXAS COUNTY OF DALLAS SECTIONPyB PAYMENT BOND Date Bond Executed:, __________ 􀁐􀁲􀁵􀁎􀁃􀁗􀁁􀁌􀀺􀁾􀁾􀁾􀁾__􀁾______􀁾____________________________ PENAL SUM OF BOND (express
in words and figures): _____________ DATEOFCONTRACT: ______􀁾_________________________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PruNCWAL and SURETY above named, are held
fmnly bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal sum of the amount stated above, for the payment of which sum and truly to be made, we bind ourselves,
our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCWAL entered into
a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW THEREFORE, if the PruNCWAL shall promptly make payment to all persons supplying labor and
materials in the prosecution of the work provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications
to the SURETY being hereby waived, then this obligation to be void, otherwise to remain in full force and effect. PyB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONlRACTOR By: ____________________ Address:
WITNESS _______ SEAL ATTEST: ______________ By: ____________________ Address: Title: __________ (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify
that I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signed the said bond on behalf of the PRINCIPAL, is the said corporation; that I know his
signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate
Seal) PyB-3 
SECTIONMB MAINTENANCE BOND MB-J 
SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That ______________ as principal and ____________ ______, a corporation organized under the laws of _____ and ______ ____________as
sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas,
a duly incorporated home rule municipal corporation under the laws ofthe State ofTexas, the sum of ($______-") for the payment of which sum will and truly to be made unto said Town of
Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that
whereas said: has this day entered into a written contract with the said Town of Addison to build and construct the MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of acceptance, and to do and perform all necessary work and repair any defective condition growing out of or arising from the improper joining
of the same, or on account of any breaking of the same caused by the said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work
laid or constructed by the said Contractor; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or
labor performed by the said Contractor; and in case the said Contractor shall fail to do, it is is agreed that the City may do said work and supply such materials, and charge the same
against the said Contractor and sureties on this obligation; and the said Contractor and sureties hereon shall be subject to liquidated damages of $1 ,000.00 for each day's failure on
its part to comply with the tenns ofthe said provisions of said contract NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said work and keep
the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but if default shall be made
by the said Contractor in the perfonnance of its contract to so maintain 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁣􀁩􀀠Addison shall have and recover from the Contractor and its sureties damages
in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties hereon and that successive recoveries
may be had hereon for successive breaches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue
throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. MB-3 
IN WITNESS WHEREOF, the said ___________ has caused these presents to be executed by ..._______and the said ___________...--hereunto set his hand this the day of___--', 20_. SURETY PRINCIPAL
By: ____________ By: .,---_-:--::-_____ Attorney in Fact ATTEST 􀁂􀁹􀀺􀀭􀀮􀁣􀀽􀁾________ Surety Secretary Agency and Address NOTE:Date ofMaintenance Bond must not be prior to date ofContract.
MB-4 
SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID BP-l 
SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared being duly sworn, on oath, says that
he is a legal representative (full name Contractor as who, contract) and that the contract for the construction of the project, designated as (Project No.) has been satisfactorily completed
and that all bills for materials, apparatus, fixtures, machinety and labor used in connection with the construction of this project have, to the best of my knowledge and belief, been
fully paid. Signature Title Sworn to and subscribed before me this _ day ___,20 . Notary Public in and for ______County,Texas BP-2 
Instructions: If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is a corporation,
a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of partnerships, or ofindividuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership. Ifthe contractor
is a joint-ventnre in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. BP-3 
SECTIONGP GENERAL PROVISIONS GP-l 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Work Construction, North Central Texas Council of Governments
(3rd Edition), under Part I, "General Provisions", Items LO through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. 2. The Town of Addison
will require the contractor to obtain "Umbrella" Liability Insurance, as described in 1.26.3 of the Standard Specifications for Public Work Construction, North Central Texas Council
of Governments (3rd Edition), under Part I, "General Provisions". GP-2 
SECTIONSP SPECIAL PROVISIONS SP-l 
TABLE OF CONTENTS SECTIONSP SPECIAL PROVISIONS 1. Owner , ...........................................................................................................................SP-4
2. Engineer .........................•••......................................................•....................................SP-4 3. Forms, Plans and Specifications ............................
......................................................SP-4 4. Copies ofPlans Furnished ...........................................................................................SP-4
5. Product Record Documents ..................................................................................... SP-4-5 6. Horizontal and Vertical Survey Control ....................................
..................................SP-5 7. Permits, Licenses and Regulations ..............................................................................SP-5 8. Reference Specifications
..............................................................................................SP-5 9, Review of Work ..................................................................................
........................ ,SP·6 10. Inspection .....................................................................................................................SP-6 II. Scope of Work
.............................................................................................................SP-6 12. Property Lines and Monuments ....................................................
............................... SP ..6 13. Discrepancies ...............................................................................................................SP-6 14. Time
Allotted for Completion .....................................................................................SP-7 15. Existing Structures .............................................................
..........................................SP-7 16, Existing Utilities and Service Lines .............................................................................SP-7 17. Public Utilities
and Other Property to be Changed ...................................................... SP· 7 18. Lights and Power ....................................................................................
....................SP-7 19. Permits and Rights-of-Way ..................................................................................... SP-7-8 20. Preconstruction Conrerence ....................
.....................................................................SP-8 21. Addenda .................................................................................................................
..... SP·8 22. Water for Construction ...............................................................................................SP-8 23, Excavation ..............................................
....................................................................SP-8 24. Contractor's Bid .........................................................................................................
.SP-8 25. Owner's Status ...........................................................................................................SP-8 26. Owner's Decisions ........................................
..............................................................SP-9 27. Lands for Work ...........................................................................................................SP-9
SP·2 
28. Cleaning Up ..............................................................................................................SP-9 29. Award and Execution of Contract ................................
............................................SP-9 30. Explanation of Contract Time .............................................................................. SP-9-11 31. Use of Explosives
...................................................................................................SP-II 32. Project Maintenance ......................................................................
.........................SP-II 33. Disposal ofWaste and Surplus Excavation ............................................................SP-12 34. Removals, Adjustments and Replacements
............................................................SP-12 35. Town ofAddison Approval ....................................................................................SP-12
36. Traffic Control ........................................................................................................SP-12 37. Certification ...................................................
..........................................................SP-13 38. Final Acceptance ofWork .......................................................................................SP-13
39. Work Area ................................................................................................................SP-13 40. Contractor's Affidavit ofBills Paid ...........................
...............................................SP-13 41. Pay Items ...................................................................................................................SP-13
42. Samples and Test of Materials ..................................................................................SP-13 43. Lime Treatment ..........................................................
...............................................SP-13 44. Compliance with General Rules and Laws ..............................................................SP-14 45. Compliance with
Immigration Laws .......................................................................SP-14 46. Resolution ofDisputes ...............................................................................
...............SP-14 47. General Sequence of Construction .........................................................................SP-14 48. Construction Staking .....................................
...........................................................SP-15 49. Geotechnical Information ........................................................................................
SP-IS 50. Grass Repair .............................................................................................................SP-15 51. Irrigation and Sprinkler Repair .........................
......................................................SP-15 52. Workers' Compensation Insurance Coverage .................................................. SP-16-18 53. Project Trailer
and Staging Area ............................................................................. SP-lS 54. Coordination Between Contractors .............................................................
....... SP-1S-19 55. Restricted Work Hours ........................................................................................... SP-I9 56. Railroad Coordination ................................
.............................................................SP-19 57. Prevailing Wage Rates .....................................................................................sp-19-22
SP-3 
SECTIONSP SPECIAL PROVISIONS 1. OWNER The Town ofAddison, herein referred to as Owner, party ofthe First Part of these Contract Documents, or as may be otherwise established through
assignment of the contract. 2. ENGINEER HNTB Corporation, Engineer of the Owner, or other representative as may be authorized by said Owner to act in any particular position. 3. FORMS.
PLANS AND SPECIFICATIONS Forms of Proposal, Contract, Bonds and Plans may be obtained from the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road,
Addison, Texas, (972) 450-7091. 4. COPIES OF PLANS FURNISHED Three (3) sets of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies
may be obtained at cost ofreproduction upon request. 5. PRODUCT RECORD DOCUMENTS Maintenance of Documents. The Contractor shall maintain at the job site one record copy of the Contract
Drawings, Specifications, Shop Drawings, Change Orders, other modification to the Contract, field test records and other documents submitted by Contractor in compliance with specifIcation
requirements. These documents shall be maintained at the job site apart from documents used for construction. These documents are not to be used for construction purposes. The documents
shall be maintained in clean, legible condition. The documents shall be made available at all times for inspection by the Owner. Recording. Each document shall be labeled Project Record
Copy in 2-inch high printed letters. The record documents shall be kept curren!. No work shall be covered until required information has been recorded. Contract Drawings. The appropriate
drawing shall be legibly marked to record, where applicable: a. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements.
b. Field changes ofdimension and detail made during construction process. SP-4 
c. Changes made by Change Order or Supplemental Agreement. d. Details not on original Contract Drawings. e. Manufacturer, trade name, catalog number and supplier of each product and
item of equipment actually installed. f. Changes made by Change Order or Supplemental Agreement. g. Other matters not originally specified. Shop Drawing. The Contractor shall maintain
the Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used for all recording. Submittal. At
the completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompanied, in duplicate, with: a. Date, project title and
number. b. Contractor's name and address. c. Title and number of each record document. d. Certification that each document as submitted is complete and accurate. e. Signature of Contractor
or his authorized representative. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL The Contractor will be responsible for necessary horizontal and vertical survey control for this project.
7. PERMITS. LICENSES. AND REGULATIONS Permits and licenses of a temporary nature necessary for the prosecution of the Work shall be secured and paid for by the Contractor. Permits, licenses
and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. If the Contractor observes
that the Drawings and Specifications are at variance therewith, he shall promptly notify the Engineer in writing, end any necessary changes shall be adjusted as provided in the Contract
for changes in Work. The Contractor shall comply with all federal, state and local laws, rules and regulations of every kind and nature applicable to the performance of its Work hereunder,
and shall hold the Owner harmless therefrom. 8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of these Specifications.
SP-5 
9. REVIEW OF WORK The Owner and his representatives shall have the right to review the Work while such Work is in progress to ascertain that the Work is being accomplished in compliance
with the standards and requirements set forth in the Contract Documents. Notwithstanding such review, the Contractor will be held responsible for the finished Work, and any acceptance
of the Work by the Owner will not relieve the Contractor from responsibility for the Work. The Owner reserves the right to place full-time construction inspectors at the site ofthe Work.
The Owner and his representatives shall at all times have access to the Work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access,
and for review. If the Specifications, the Owner's instructions, laws, ordinances, or any public authority require any Work to be specially tested, the Contractor shall give the Owner
timely notice of its readiness for testing, and if the testing is by an authority other than the Owner, of the date fixed for such testing. Tests by the Owner sha!l be made promptly,
and where practicable at the source ofsupply. Re-examination of any Work may be ordered by the Owner, and, if so ordered, the Work must be uncovered by the Contractor. The cost of this
will be the Contractor's expense and shall not be paid for by the Town of Addison. 10. INSPECTION Notwithstanding the foregoing, the Town of Addison reserves the right to inspect, test,
measure or verify the construction work for this project as the Town deems necessary. 11. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment,
tools and incidentals necessary to construct, in accordance with the Plans and Specifications, the proposed improvements for Belt Line Road Pavement Rehabilitation from Marsh Lane to
Dallas North Tollway. 12. PROPERTY LINES AND MONUMENTS All property comers, control monumentations, construction and survey stakes and marks shall be carefully preserved by the Contractor,
and in case of careless destruction or removal by Contractor or his employees, such stakes or marks shall be replaced at the Contractor's expense as required by the Owner. 13. DISCREPANCIES
If the Contractor, in the course of the Work:, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any errors or omissions in drawings
or in the layout as given by survey points and instructions, or if it appears that any Plan, Specification or other Contract Document is or may be not in compliance with any building
code or other requirement of any governmental body, he shall immediately inform the Owner in writing, and the Owner shall promptly verify the same. Any Work done after such discovery,
until authorized, will be done at the Contractor's risk. SP-6 
14. TIME ALLOTTED FOR COMPLETION All items of Work included under these contracts shall be completed within twenty-five (25) calendar days. The time will stop upon completion of the
punch list and fmal acceptance of the project. The time shall commence on the date specified in the Notice to Proceed. The Notice to Proceed shall consist of a written order by the Owner
for the Contractor to proceed with construction ofthe Project. 15. EXISTING STRUCTURES The Plans show the location of all known surface and subsurface structures. However, the Owner
assumes no responsibility for failure to show any or all ofthese structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be
considered sufficient basis for claims for additional time, compensation or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered
is such as to necessitate changes in the lines or grades, or require the building of special work, provisionsfor which are not made in the Plans and Proposal, in which case the provisions in these Specifications for extra work shall apply. 16. EXISTING UTILITIES AND SERVICE LINES The Contractor
shall contact all the utility companies which have facilities in the vicinity of the proposed improvements to confmn the horizontal and vertical locations of their respective facilities
prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor shall notify the Engineer immediately prior to proceeding with the work. The
Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed hy his construction operation. Where existing utilities or service lines
are cut, broken or damaged, the Contractor shall replace the utilities or service lines with the same type of original construction, or better, at his own cost and expense. All replacement,
backfill and compaction shall be accomplished in strict accordance with the requirements of the owner ofthe utility or service line. 17. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED
In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or interfered with until authorized by the utility company
and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits ofthe Project for the purpose of making such changes or repairs ofthis contract.
18. LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper execution of the Work. 19. PERJ."iiTS AND RIGHTS-OF-WAY
The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing permits in areas of public dedication or by obtaining easements across
privately-owned property. It shall be the responsibility of the Contractor, prior to the initiation of construction on easements through private property, to inform the property owner
of his intent to begin construction. Before beginning construction in areas of public dedication, the SP-7 
Contractor shall inform the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way permit from the
Town of Addison. 20. PRECONSTRUCTION CONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting, the Contractor(s) shall
prepare schedules showing the sequencing and progress oftheir work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review.
The general natore of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will he prepared during
this conference to allow an orderly sequence of project construction. 21. ADDENDA Bidders desiring further information, or interpretation of the Plans and Specifications, must make written
request for such information to the Engineer (not later than seven (7) calendar days prior to the date set for the Bid opening). Answers to all such requests will be given in writing
to all Bidders in addendum form and all addenda will he bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding.
Should a Bidder find discrepancies in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notify the Engineer
in writing in order that a written addendum may be sent to all Bidders. 22. WATER FOR CONSTRUCTION The Contractor shall acquire a meter and make the necessary arrangements with the Town
of Addison for securing and transporting all water required in the construction. There will be no separate pay item for connection into the existing water system and quantity of water
required for construction purposes. 23. EXCAVATION The Contractor shall exercise precautions to insure that drainage from adjacent properties is not blocked by his operations. 24. CONTRACTOR'S
BID The Contractor's Bid shall be on a Unit Price basis for construction of the Project as shown on the Plans and described in the Specifications. 25. OWNER'S STATUS The Owner shall
perform technical review of the Work. He shall also have authority to reject all Work and materials which do not conform to the Contract and to decide questions which arise in the execution
ofthe Work. SP-8 
26. OWNER'S DECISIONS The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters relating
to the execution and progress ofthe Work or the interpretation of the Contract Documents. 27. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project, or by
separate instrument, the lands upon which the Work under this Contract is to be done, right-of-way for access to same, and such other lands which are designated on the Plans or in the
Specifications for the use of the Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result of lack
of access, this shall be cause for an extension oftime but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any additional
land and access thereto tbat may be required for temporary construction facilities. 28. CLEANING UP UP The Contractor shall remove at his own expense daily, all temporary structures,
rubbish and waste materials resulting from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with
permission of such disposal granted to tbe Contractor by the Owner thereof. 29. AWARD AND EXECUTION OF CONTRACT Award and Execution of Contract Provisions are located in the Instructions
To Bidders. The Town desires to expedite construction on this contract to minimize the inconvenience to area businesses and the traveling public and to reduce the time of construction.
In order to achieve this, an incentive/disincentive provision is established for this contract. The amount of time allowed to complete the project shall be twenty-five (25) calendar
days from the Notice To Proceed. For each day under twenty-five (25) calendar days the Contractor completes the project, an incentive payment of $20,000 shall be paid to the Contractor.
The maximum incentive payment shaD not exceed $100,000.00. For each day over the twenty-five (25) calendar days the Contractor has not completed the project, a disincentive of $10,000
shall be held from his fmal payment. There is no maximum dollar amount to the disincentive provision. 30. EXPLANATION OF CONTRACT TIME In the event the Contractor completes the contract
prior to the expiration of the Original Contract Time, the Town will pay the Contractor an incentive payment of the Daily Value amount specified in provision 29 for each calendar day
the actoal completion date precedes the Original Contract Time and subject to the conditions set forth below. The term "Original Contract Time" as used in this Provision will mean twenty-five
(25) calendar days. The term "calendar day" as used in this Article will mean every day shown on the calendar. Calendar, ,days Will be consecutively counted from commencement of Contract
TImft regardless Of weather, weekends, holidays: suspensions ofContractors operations. delays or other events 􀀳􀁾􀀠described herein. For purposes of the calculation ;y:td the detennjnation
of entitlement to the SP-9 
incentive payment stated above, the Original Contract Time will not be adjusted for any reason, cause or circumstance whatsoever, regardless of fault, save and except in the instance
of a catastrophic event (i.e., war, invasion, riot, declared state of emergency, national strike, or other situations as declared by the Town of Addison). The parties anticipate that
delays may be caused by or arise from any number of events during the course of the Contract, including, but not limited to, work perfonned, disruptions, permitting issues, actions of
suppliers, subcontractors or other contractors, actions by third parties, weather, weekends, holidays, or other such events, or forces or factors sometimes experienced in roadway construction
work. Such delays or events and their potential impacts on perfonnance by the Contractor are specifically contemplated and acknowledged by the parties in entering into this Contract,
and shall not extend the Original Contract Time for purposes of calculation of the incentive payment or disincentive withholding set forth above. Further, any and all costs or impacts
whatsoever incurred by the Contractor in accelerating the Contractor's work to overcome or absorb such delays or events in an effort to complete the Contract prior to expiration of the
Original Contract Time, regardless of whether the Contractor successfully does so or not, shall be the sole responsibility of the Contractor in every instance. In the event the project
is altered by work deleted, change orders, supplemental agreements, utility conflicts, design changes or defects, extra work, right of way issues, or other situations which are not the
fault of or a direct result of contractor negligence, which may impact the critical path of the project construction schedule, the Town may choose to negotiate the extension or reduction
of the Original Contract Time with the Contractor. In the event of a catastrophic event (i.e., war, invasion, riot, declared state of emergency, national strike, or other situations
as declared by the Town of Addison) directly and substantially affecting the Contractor's operations on the Contract, the Contractor and the Town shall agree as to the number of calendar
days to extend the Original Contract Time so that such extended Original Contract Time will be used in calculation of any incentive payment or disincentive withholding. In the event
the Contractor and Town are unable to agree to the number of calendar days to extend the Original Contract Time, the Town shall unilaterally detennine the number of calendar days to
extend the Original Contract Time reasonably necessary and due solely to such catastrophic event, and the Contractor shall have no right whatsoever to contest such detennination, save
and except that the Contractor establishes that the number of calendar days detennined by the Town were arbitrary or without any reasonable basis. The Contractor shall have no rights
under the Contract to make any claim arising out of this incentive/disincentive payment provision except as is expressly set forth in this Provision. As conditions precedent to the Contractor's
entitlement to any incentive the Contractor must: (I) Actually complete all Contract requirements, including the completion of all punch list work, and obtain final acceptance by the
Town prior to expiration of the Original Contract Time. (2) The Contractor shall notify the Town in writing, within 10 days after final acceptance of the Contract by the Town, that the
Contractor elects to be paid the incentive payment which the Contractor is eligible to be paid based on the actual final acceptance date, and such written notice shall constitute a full
and complete waiver, release and acknowledgment of satisfaction SP-IO 
by the Contractor of any and all claims, causes of action, issues, demands, disputes, matters or controversies, of any nature or kind whatsoever, known or unknown, against the Town,
its employees, officers, agents, representatives, consultants, and their respective employees, officers and representatives, the Contractor has or may have, including, but not limited
to, work performed, work deleted, change orders, supplemental agreements, delays, disruptions, differing site conditions, utility conflicts, design changes or defects, time extensions,
extra work, right of way issues, permitting issues, actions of suppliers or subcontractors or other contractors, actions by third parties, shop drawing approval process delays, expansion
of the physical limits of the project to make it functional, weather, weekends, holidays, suspensions of Contractor's operations, extended or unabsorbed home office or job site overhead,
lump sum maintenance of traffic adjustments, lost profits, prime mark-up on subcontractor work, acceleration costs, any and all direct and indirect costs, any other adverse impacts,
events, conditions, circumstances or potential damages, on or pertaining to, or as to or arising out of the Contract. This waiver, release and acknowledgment of satisfaction shall be
all inclusive and absolute, save and except any routine Town fmal estimating quantity adjustments. Should the Contractor fail to actually complete the Contract and obtain final acceptance
by the Town prior to expiration of the Original Contract Time, or should the Contractor, having timely completed the Contract and obtained fmal acceptance by the Town prior to expiration
of the Original Contract Time but having failed to timely request the incentive payment for any reason, and including but not limited to the Contractor choosing not to fully waive, release
and acknowledge satisfaction as set forth in (2) above, the Contractor shall have no right to any payment whatsoever under this Article. Notwithstanding the Contractor's election or
non-election of the incentive under this provision, the disincentive provision applies to all circumstances where the work in the Contract is not fmally accepted by the Allowable Contract
Time. Should the Contractor fail to complete the Contract on or before expiration of the Allowable Contract Time, as adjusted in accordance with the provisions above, the Town shall
deduct from the moneys due the Contractor the Daily Value as shown in provision 29 for each calendar day completion exceeds the Allowable Contract Time. The term "Allowable Contract
Time" as used in this Article shall mean the Original Contract Time plus adjustments pursuant to the statements above. This deduction shall be the disincentive for the Contractor's failing
to timely complete the Contract. This shall be strictly enforced. In the event the Contractor elects to exercise this incentive payment provision, should this provision conflict with
any other provision of the Contract; the Contract shall be interpreted in accordance with this provision. 31. USE OF EXPLOSIVES Use of explosives will not be allowed. 32. PROJECT MAINTENANCE
The Contractor shall maintain, and keep in good repair, the improvements covered by these Plans and Specifications during the life of his contract. SP-ll 
33. DISPOSAL OF WASTE AND SURPLUS EXCAVATION All asphalt, concrete, rock or excavated material, or other debris shall be removed from the property and the Town of Addison unless otherwise
approved by the. Town. Any required disposal permits shall be the sale responsibility of the Contractor. 34. REMOVALS, ADJUSTMENTS AND REPLACEMENTS Existing pavements, driveways, curbs,
gutters, sidewalks, etc" to be removed to facilitate the construction of the improvements shall be broken up and disposed of. Care shall be exercised to leave a neat, uniform edge or
joint at the excavation limits or sections removed where only portions are to be removed, The Engineer will designate the limits to be removed. Where pavements, driveways, curbs, gutters,
sidewalks, etc., shall be replaced, then said replacements shall be to the standard of the previously removed portion or better, Re-sawing of damaged edges will be at the Contractor's
expense. Existing structures such as manholes, inlets, clean outs, valve boxes, etc. which are not the property of a private firm or company, or an individual required to move their
own property, shall be adjusted, altered or reset to the required elevation and alignment. New materials and workmanship necessary shall confonn to the requirements of these Specifications
covering the particular Work. Salvaged materials in good condition may be used in rebuilding such structures, provided the materials are thoroughly cleaned and inspected before their
use, These items shall be subsidiary to other bid items unless quantified in the proposal as a separate. bid item, All private obstructions wbich are indicated on the Plans to be moved,
will be removed and replaced, or moved to new pennanent locations by the Contractor, without additional payment to the Contractor. Any sucb additional item which the Contractor moves
or causes to be moved for bis own convenience shall be at bis own expense. 35. TOWN OF ADDISON APPROVAL Tbis project is subject to final approval and acceptance by the Town of Addison.
Final approval acceptance will not be given until the puncb list items are completed to the Towns' satisfaction and as-built drawings are given to the Town of Addison, 36. TRAFFIC CONTROL
The Contractor sball be responsible for providing traffic control during the construction of this Project consistent with the provisions set forth in the latest edition of the "Texas
Manual on Unifonn Traffic Control Devices for Streets and Highways" issued under the authority of Sections 542.202, 544,001 and 544,002 of the Texas Transportation Code. The Contractor
will not remove any regulatory sigu, instructional sign, street name sign, or otber sign which has been erected by the City, If it is detennined that a sign must be removed to pennit
required construction, the Contractor shall contact the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the pennanent sign with a temporary
sign meeting the requirements of the above-referenced manual, and sucb a temporary sign must be installed prior to the removal of the existing sign. The Contractor shall submit a Traffic
SP-12 
Control Plan at the pre-construction meeting for review and approval by the Town of Addison. No work will be performed prior to approval of the traffic control plan. 37. CERTIFICATION
The Contractor shall submit a manufacturer's certification for any materials used that the material was manufactured and tested in accordance with the referenced or manufacturer's specifications
and a report oftest results. The certification shall be submitted prior to material shipment. 38. FINAL ACCEPTANCE OF WORK Final acceptance ofthe Work is subject to approval by the Town
of Addison. 39. WORK AREA Contractor shall restrict his construction activity to the project limit lay down area, 40. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required
to execute the form provided in Section BP prior to the acceptance ofthe project 41. PAY ITEMS Pay items provided are intended to be all-inclusive ofthe work required on this project.
Work required by the plans or specifications but not provided with a specific pay item shall be considered incidental to other items ofwork. Final payment to the construction contractor
shall not be made until all Work has been fmally completed and verified in accordance with the construction contract, plans and specifications and have been finally accepted by the Town
ofAddison. 42. SAMPLES AND TESTS OF MATERIALS The Contractor shall designate and pay an AASHTO approved testing laboratory to furnish a bituminous concrete mix design for this project.
Samples of all materials for tests shall be taken by the Contractor's authorized representative as necessary to produce an accurate bituminous concrete mix design. All samples and tests
shall be performed in accordance with the Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition,
All bituminous concrete mix designs and supporting data shall be submitted to the Owner at the pre-construction meeting. All costs for testing and lab work shall be paid by tbe Contractor
and will be subsidiary to other bid items. 43. LIME TREATMENT SP-13 
Will not be used in this project. 44. COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall familiarize himself with the nature and extent of the specifications, site conditions, traffic
and safety requirements, and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements, laws, rules,
and regulations will affect his cost, progress or performance of the Work. 45. COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of the Contractor's
employees are authorized to work in the United States as required by the Immigration Reform and Control Act of 1986. 46.RESOLUTION OF DISPUTES The parties hereby covenant and agree that
in the event of any controversy, dispute, or claim, of whatever nature arising out of, in connection with or in relation to the interpretation, performance or breach of this agreement,
including but not limited to any claims based on contract, tort or statute, before filing a lawsuit, the parties agree to submit the matter to Alternative Dispute Resolution pursuant
to the laws of the State of Texas. The parties shall select a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator
of the Dallas County District Courts. All forms of Alternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted in accordance with the laws
of the State of Texas. 47. GENERAL SEOUENCE OF CONSTRUCTION Prior to the start of work, the contractor shall develop a detailed construction and sequence of construction schedule using
the critical path method, to be submitted to the Town of Addison for approval, that shall cause minimum interference with traffic along, across and adjacent to the project during construction.
If the schedule or sequence becomes unworkable or unsatisfactory as work proceeds, adjustments shall be made. During actual construction times, access to all side streets and driveways
can only be disrupted for paving operations. This includes milling and paving. Other Contractor vehicles will not be permitted to block access. Except between the hours of 10:00 p.m.
and 6:00 a.m. on Sunday, Monday, Tuesday, Wednesday, and Thursday; and between I :00 a.m. and II :00 a.m. on Friday and Saturday, the Contractor will have his equipment off of the project
site and the surface ready for traffic on all lanes. The outside lanes (lanes "3" in the typical section in the plan set) shall not be paved on Friday or Saturday nights to maintain
access to area businesses that stay open late. During all phases of construction access to all side streets and driveways must be maintained at all times unless otherwise authorized
by the Town or their representative. Barricades, temporary pavement markings, and channelizing devices conforming to the current edition of the Texas M.U.T.C.D. shall be used during
all stages of construction to control traffic flow through the work zones. Sidewalks and/or clear passage ways must be provided at all times for pedestrian traffic in the area. SP-14

48. CONSTRUCTION STAKING Construction staking will not be provided by the Owner or Engineer. This item will be performed by the Contractor and shall be subsidiary to other bid items.
The Contractor will be responsible for maintaining stakes. If re-staking is required for any reason, it will be the Contractor's responsibility, including associated costs. All construction
staking shall be done under the supervision of a Registered Professional Land Surveyor registered in the State of Texas. The Contractor shall submit copies of cut sheets and field books
for the construction of all paving, water, wastewater, and stormwater improvements to the Town of Addison for review prior to construction of the improvements. The information on the
cut sheets and field books shall include but not be limited to the following: a. Heading to include date, contract number, project name, surveying firm, contractor, and construction
plan sheet number. b. Location, description of street/line and street/line name, number, letter, etc. designation. c. Benchmark Data: Location, description, and elevation. d. Slope or
percent of grade of each curb line or utility line. e. Stations at SO foot intervals and including all PC, PT, PI, PVC, PVI, PVT, PRC, grade changes, etc. f. Offset description including
distance to center line or back of curb and direction of offset; left, right, east, west, etc, g. Cut to subgrade, pavement, top ofcurb, or flowline ofthe street or utility being staked.
h. Clarifying remarks such as top of curb, gutter, pavement, subgrade, manhole, c1eanout, valve, tee, cross, fire hydrant, wastewater lateral, water service, etc. 1. Cut sheets shall
be signed by a Texas Registered Professional Land Surveyor. 49. GEOTECHNICAL INFORMATION No report is available. SO. GRASS REPAIR No separate pay shall be made for repair of damaged
grass areas, not indicated on the plans, but such work shall be subsidiary to the various other items bid. Repair shall comply with applicable specifications elsewhere. 51. IRRIGATION
AND SPRINKLER REPAIR SP-lS 
Any damage to irrigation or sprinkler systems shall be repaired by the Contractor at his own cost. Repairs shall adhere to the Town ofAddison Irrigation Specifications and Standards.
52. WORKERS' COMPENSATION INSURANCE COVERAGE A. Definitions. Certificate of Coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self insure
issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage agreement (TWCC-Sl, TWCC-82, TWCC-83 or TWCC-S4), showing statutory workers' compensation insurance coverage
for the person's or entity's employees providing services on a project, for the duration ofthe project. Duration ofthe Project -includes the time from the beginning of the work on the
project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons Providing Services on the Projeet ("subcontractor" in
Section 406.096 of the Texas Labor Code) -includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless
ofwhether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors,
leasing companies, motor carriers, owner-operators, employees of any such entity or employees of any entity which furnishes persons to provide services on the project. "Services" include,
without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities
unrelated to the project, such as foodlbeverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on property reporting
of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all employees of the Contractor
providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. D. If the
coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file
a new certificate of coverage with the Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project, and provide
to the Owner: (I) a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have on file certificates of coverage showing coverage for all
persons providing services on the project; and, (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage
period shown on the current certificate of coverage ends during the duration ofthe project; SP-SP-J6 
F. The Contractor shall retain all required certificates of coverage on file for the duration of the project and for one year thereafter. G. The Contractor shall notify the Owner in
writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change thatmaterially affects the provision of coverage of any person providing services on the project. H. The Contractor sball post on eacb project site a notice, in the text, form and manner
prescribed by the TWCC, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report
failure to provide coverage. I. The Contractor shall contractually require each person with whom it contracts to provide Services on a project to: (I) provide coverage, based on proper
reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 401.011 (44) for all
its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior
to the end of the coverage period, a new certificate of coverage showing extension ofcoverage, if the coverage period shown on the current certificate of coverage ends during the duration
of the project; (4) obtain from each person with whom it contracts, and provide to the Contractor; 3. 3 certificate of coverage, prior to the other person beginning work on the project;
and, b. a new certificate of coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project. (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the Owner in
writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person
providing services on the project; and (7) contractually require each other person with whom it contracts to perform as required by paragraphs (1) -(7) with the certificate of coverage
to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing
to the Owner that all employees of the Contractor who will SP-17 
provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting ofclassification
codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case ofa self-insured, with the TWCC's Division of Self-Insurance
Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The Contractor's
failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the Owner to declare the contract void ifthe Contractor does not remedy the breach
within ten days after receipt ofnotice ofbreach from the Owner. The following is the form of notice of workers' compensation coverage prescribed by the TWCC. Pursuant to Section 110.110
(d) (7), this notice must be printed with a title in at least 30-point bold type, and and text in at least 19-point nominal type, and shall be in both English and Spanish and any other
language common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction
project must be covered by workers' compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other
service related to the project, regardless of the identity oftheir employer or status as an employee. "Call the Texas Workers' Compensation Commission (TWCC) at (512) 440-3789 to receive
further information on the legal requirements for coverage, to verifY whether your employer has provided the required coverage, or to report an employer's failure to provide coverage."
53. STAGING AREA The Contractor may use the northerly section of Dooley Road, north of Midway Road as a staging area. The location of the staging area is shown on the cover sheet of
the plans. Contractor shall coordinate with the Town ofAddison for limits ofstaging area. The Contractor will install and remove a security fence at his own expense. Any costs associated
with the use and restoration of the staging area will be the sole responsibility of the contractor and will not be an expense to the Town ofAddison. 54. COORDINATION BETWEEN CONTRACTORS
Construction of certain private improvements may be underway simultaneous with the public improvements. The public contractor shall coordinate and sequence their construction with Sp·18

the private contractors through the Owner. The coordination with other contractors in no way relieves a single contractor from ensuring that the total project is coordinated and sequenced
to stay on schedule. 55. RESTRICTED WORK HOURS All construction will be at night. Night construction will be permitted during the hours of 10:00 p.m. and 6:00 a.m. on all nights except
for Friday and Saturday. Friday night construction will not start until I :00 a.m. on Saturday morning and can last until II :00 a.m. on Saturday morning. Saturday night construction
will not start until I :00 a.m. on Sunday morning and can last until II :00 a.m. on Sunday morning. The Contractor will stop his paving operations early enough to allow the pavement
to cool and set in order to open the new paving to traffic at 6:00 a.m., or II :00 a.m., depending on the day ofthe week. 56. RAILROAD COORDINATION All railroad coordination will be
the responsibility of the Contractor. Flagmen, Coordination, and all other items necessary to work in the railroad right of way will be the responsibility of the Contractor. All costs
associated with these task will be bid under the "Railroad Coordination" bid item as a lump sum. 57. PREVAILING WAGE RATES Wage rates paid on this project shall not be less than specified
in the schedule of general prevailing rates ofper diem wages as attached hereto. SP-J9 
PREVAILING WAGE RATES W AIS Document Retrieval GENERAL DECISION: TX20030035 02113/2004 TX35 Date: February 13,2004 General Decision Number: TX20030035 02/13/2004 Superseded General Decision
Number; TX020035 State: Texas Construction Types: Heavy Counties: Collin, Dallas, Denton, Ellis, Kaufinan and Rockwall Counties in Texas, Water and Sewer LinesfUtilities (Including Related
Tunneling Where the Tunnel is 48" or Less in Diameter) Modification Number Publication Date o 06113/2003 I 02113/2004 ,. PLUMOIOO-002 05/01/2003 Rates Fringes Plumbers and Pipefitters
............. ,,""$ 22.32 6.57 SUTX1991-004 09/23/1991 Rates Fringes Laborers: Common ... """.............. " .... "",,............ $ 6.533 Utility """............"."........""""......
",, .. $ 7.467 Pipelayer .......... ,," .................................. $ 7.828 Power equipment operators: Backhoe ............. ,', ........................ ,"',., $10.804 Crane
................................................... $10.942 Front End Loader ................................. $ 9,163 Tunneling Machine (48" or less) ......... $ 9.163 SP-20 
Truck Driver." ........... """"............... ",, .. $ 8.528 WELDERS -Receive rate prescribed for craft perfonning operation to wbich welding is incidenll!1. Unlisted classifications
needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii».
In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate
unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published
wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification
and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey
was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch ofConstruction Wage Determinations.
Write to: SP -21 
Branch ofConstruction Wage Detenninations Wage and Hour Division U.S. Department ofLabor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is
yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CPR Part 1.8 and 29 CPR Part 7). Write
to: Wage and Hour Administrator U.S. Department ofLabor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement ofthe interested party's
position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) Ifthe decision ofthe Administrator
is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department
ofLabor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SP-22 
SECTIONWOL WAIVER OF LIEN WOL-l 
SECTIONWOL WAIVER OF LIEN I. Partial Waiver of Lien A Partial Waiver ofLien for the full amount ofthe payment is required from the submitting Contractor with each pay request. Waivers
for subcontractors and suppliers are not required with the first payment package, unless the Contractor is requesting more than 50% ofthe totai contract value. Each subsequent payment
must include Partial Waivers ofLien from each subcontractor and supplier included in the immediately preceding payment package in the full amount ofthat prior payment. All waivers must
bear the signature ofthe president or vice-president and secretary or assistant secretary. Ifwaiver is for a corporation, name should be used, corporate seal affixed and title ofofficer
signing waiver should be set forth. Ifwaiver is for a partnership, partner should sign and designate himself as partner. The Engineer will provide a copy ofthe Partial Waiver ofLien
form to be used to the Contractor. 2. Final Waiver of Lien Upon receipt ofthe Contractor's Certificate ofCompletion from the Town, the Contractor shall submit a Final Waiver ofLien.
A Final Waiver ofLien must also be submitted from all subcontractors and suppliers. Final payment will not become due prior to the receipt ofthe Final Waivers ofLien. Signatures and
seals for the Final Waiver ofLien shall be as referenced in Section I above The Engineer will provide a copy ofthe Final Waiver ofLien form to be used to the Contractor. Electronic forms
of these Waivers may be obtained from the Engineer at no charge. WOL-2 
SECTION T TECHNICAL SPECIFICATIONS T-I 
SECTION T TECHNICAL SPECIFICATIONS L GENERAL All materials, construction methods, and standard drawings for this project shaH be in conformance with Town of Addison standards and specifications
and the North Central Texas Council of Governments "Standard Specifications for Public Works Construction" (3rd Edition), as amended or supplemented, and the Texas Department of Transportation
Standard Specifications. Where conflicts exist, the Town of Addison standards and specifications shall govern. SECTION REV-OOl: REVISION TO STANDARD SPECIFICATION 109 SECTION SP-OOl:
HOT MIX ASPHALT, TYPE D, 2" MIN. (pG 76-22) SECTION SP-002: PRlME COAT SECTION SP-003: PAVEMENT PLANING, VARIABLE DEPTH SECTION SP-004: ADJUST MANHOLE SECTION TS-OOl: FULL-DEPTH REP
AIR OF EXISTING CONCRETE PAVEMENT SECTION TS-002: REINFORCED HIGH DENSITY STRESS RELIEF INTERLAYER T-2 
REVISION 001 TO STANDARD SPECIFICATION 109 MEASUREMENT AND PAYMENT Standard Specification 109 shall be revised as follows: Section 10.1 Payment for Labor and Material;No Liens The first
paragraph of this section shall be deleted. Section 1O.a:'ayment for Materials This section shall be deleted in its entirety. Section 1a.Monthly Estimate, Partial Paymen ts, Retainage,
Final Inspection, Acceptance and Final Payment Sections 10.9. Monthly Estimate and Hl.S LRetainage shall be deleted in their entirety. Final payment for the project will be made within
thirty liJays of final acceptance and agreement to final quantities by the Engineer and the Owner. There will be no partial payments made under this contract. 1 of 1 
SPECIAL PROVISION 001 HOT MIX ASPHALT, TYPE D, 2" MIN. (pG76-22) This item shall be constructed in accordance with the Texas Department ofTransportation Standard Specifications for Construction
and Maintenance of Highways, Streets, and Bridges, !!Edition, {lereinaftet called TxDOT Specifications',) ITEM 340 DENSEGRADED HOT-MIX ASPHALT (METHOD) except as hereinafter modified.
All Specification references to the Elepartment" shall be taken to mean the Town of Addison and/or the Town of Addison's appointed representative f\ngineer) Section 340.2.A. Aggregate:
Delete the 8 <h sentence and replace with the following: The Contractor shall establish the surface aggregate classification, submit the selection to the Engineer for approval, and perform
Los Angeles abrasion, magnesium sulfate soundness and Micro-Deval tests. Section 340.2.A.2 RAP: This section shall be deleted in its entirety. Reclaimed Asphalt Pavement will not be
allowed for use on thls project. Section 340.2.D. Asphalt Binder: The 1" sentence of thls section shall be deleted and replaced with the following: Asphalt Binder shall meet the TxDOT
Specification Section 8]., Table 17, Performance Grade Binders, for PG 7(Q Section 340.4.B. Job-Mix Formula Approval: Delete the 2"", 3'" and 4'" paragraphs of thls section in their
entirety. Section 340.4.C. JMF Field Adjustments: Delete the 2'" paragraph of thls section in its entirety. Section 340.4.H.l.b.Air Void Determination: In the 2n' and 4'" sentences of
thls section, replace the word l'ingineer" with the word Eontractor". Section 340.4.F. Placement Operations: Table Bshall be deleted. The thlckness of the proposed Type D asphalt overlay
shall be Z. Section @[I.t. Weather Conditions: Delete the 1 " sentence and replace with the following: Page 1 of2 
Place mixtw:e when the roadway surface temperature is IF or higher unless otherwise approved by the Engineer. Section 340.4.J. Ride QUality: This section shall be deleted in its entirety
and replaced with the NCTCOG Standard Specification W.!B. Surface Tests. Section 340.5 Measurement: This section shall be deleted in its entirety and replaced with the following: This
item will be measured by the square yard complete in place and accepted by the engineer. Page :bf2 
SPECIAL PROVISION 002 PRIME COAT This item shall be constructed in accordance with the Texas Department of Transportation Standard Specific.tions for Construction and Maintenance of
Highways, Streets, and Bridges, !E:dition, {lereinafter called TxDOT Specifications") ITEM 310 PRIME COAT except as hereinafter modified. All Specification references to the I:)epartment"
shall be taken to mean the Town of Addison and/or the Town of Addison's appointed representative f.ngineer) Section 310.2.A. Bituminous: Delete the 1" sentence and replace with the following:
Material shall be asphalt cement. The Type and Grade sball be selected by the Contractor and submitted to the Engineer for approval prior to use. Section 310.2.B. Blotter: This section
shall be deleted in its entirety. Blotter material will not be required on this project. Section 310.4.C.l Bituminous: In the 1" paragraph, the word Engineer" shall be replaced with
the word Eontractor". A third paragraph shall be added as follows: The material shall be applied at the rate of {jj Gallons per Square Md. Section 340.4.C.2. Blotter: This section shall
be deleted in its entirety. Page 1 ofl 
SPECIAL PROVISION 003 PAVEMENT WEDGE MILLING, VARIABLE DEPTH This item shall be constructed in accordance with the Texas Department ofTransportation Standard Specifications for Construction
and Maintenance of Highways, Streets, and Bridges, !Edition, {lerein.fter called TxDOT Specifications'') ITEM 354 PLANING AND TEXTURING PAVEMENT except as hereinafter modified, All Specific.tion
references to the !')epartment" shall be taken to mean the Town of Addison and/or the Town ofAddison's appointed representative {:lngineer} Section 3S4.3.D Salvaged Materials In the
first sentehce, delete the word!') epartment" and replace with the word {Contractor", Delete the 2 nd, 3'" and 4'" sentences in their entirety, Section 354.4 Measurement: In the Erst
sentence, repl.ce the words "square yard of surface are." with the words (tinear footH • Section 354.5 Payment: Delete the Erst paragraph and replace with the following: The work performed
and materials furnished in accordance with this item and measured as provided under under Measurement" will be paid at the contract unit price for PAVEMENT PLANING, VARIABLE DEPTH constructed
in accordance with the details shown on the contract plans, Pagelofl 
SPECIAL PROVISION 004 ADJUST MANHOLE CASTING AND VALVE BOXES Contractor to verify location and size ofeach manhole casting and valve box prior to construction and provide suitable riser
adjustment. Manhole casting adjustments to proposed final grade shall be accomplished through the use ofa solid manhole adjusting ring, of appropriate height, and shall be Neenah Foundry
R1979 Manhole Adjusting Rings or an approved equaL Valve Box adjustments to proposed grade shall be accomplished through the use ofa valve box riser, ofappropriate height, and shall
be Tyler Pipe Products, East Jordan Iron Works or an approved equal The work shall be performed in accordance with the manufacturer's recommendations. The work on this item will result
in a smooth ride for the pavement surfuce. The rim of the casting or box will not vary from the grade of the pavement by more than 1/8" in all directions. This item will be measured
and paid at the contract unit price per EACH for ADJUST MANHOLE CASTING or VALVE BOX which price shall be full compensation for all labor, materials and equipment necessary to complete
the work as specified. Page 1 ofl 
TECHNICAL SPECIF1CATION 661 FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for full-depth repair ofPortland cement concrete pavement in accordance
with the existing roadway section and the details shown on the plans, and to the lines and grades establisbed by the Engineer. Approved Subcontractors. The following subcontractors bave
been pre-approved by the Town of Addison to perform the concrete pavement repair work for tbis project; • Jim Bowman Construction • Gibson and Associates • Ed Wilson Company • Northstar
Construction Itis a requirement to use one ofthese subcontractors to be considered for this project. Materials. (1) Concrete. Concrete shall be designed to meet a minimum flexural strength
of255 p.s.i. in 4 hours and 550 p.s.i. in 24 hours. Concrete at a minimum shall include 6 Y. sacks ofcement. The course aggregate shall be either Grade 2 or 3. Air entrainment will be
required. (Air entrained content ofthree (3) to six (6) percent, or as directed by the Town ofAddison Representative) The fine aggregate sball be Grade I with a fIneness modulus of2.3
to 3.1. Thc concrete batch design shall be pre-approved by the Town of Addison Representativc, Either transit-mix or central-mix concrete will be permitted. If the concrete fails to
reach the required 4-hour or 24-hour strength, the Town ofAddison Representative may direct that the concrete he removed and replaced at the Contractor's expense. (2) Epoxy. Epoxy shall
he Al03 or approved equal and shall be installed per the manufacturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison
Representative. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be detennined during construction by
the Town ofAddison Representative. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth saw cuts
shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of the Town of
Addison Representative, spalling occurs along the full-depth longitudinal saw cut, the longitudinal saw cutting shall then include a longitudinal 2·inch deep pressure relief groove and
be perfonned in the same manner as the transverse saw cutting. Additional full-depth saw cuts may be made as needed to facilitate removal ofthe concrete within the limits ofthe required
full-depth cuts. Concrete adjacent to the patch sball not be spalled or fractured by tbe removal procedure. Page 1 of3 
NOTE -All saw cuts are subsidiary and not a separate pay item. The concrete shall be removed, taking care not to disturb the underlying pavement support. The total lift-out method shall
be used witbin the limits ofthe full-depth saw cuts, The lift-out method shall include having the slab loaded directly onto trucks. There shall be no breaking up of the slab along side
the repair area, All loose sub-base materia! shall be removed and replaced with concrete, and is incidental to the pavement pay item. With regard to individual repair locations, the
Contractor shall schedule his work so that the concrete placement will follow the full-depth saw cut by no more than two (2) days unless otherwise shown on the plans or permitted by
the Town ofAddison Representative. New reinforcing bars shall be placed and fumly supported by approved bar chairs, For all concrete pavements, the following procedure ofreinforcement
shall apply: Transverse and longitudinal tie-bars to be #5x 18" smooth dowels on 18" centers, epoxy grouted into the existing concrete pavement to a depth of 9". All reinforcing steel
for the repair shall be #4 on 12" centers. Drilling ofholes for tie-bars in the existing slab shall be by mechanical drilling rig or jig to ensure that the bars are square to the face
ofthe slab at its mid-point. Hand-held hammer or impact drilling permitted with approved jig. Drilling dust must be blown out of the holes. Concrete placement shall not begin in a given
patch until tbe tie-bar and dowel-bar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by tbe Town of Addison Representative.
Grout retention disks shall be used wben required on the plans. Immediately prior to placing the concrete, tbe sub-base and each face of existing concrete shall be wetted. Approved band
manipulated mechanical vibrators shall be used to insure the proper consolidation oftbe concrete. The concrete shall be screeded to the elevation ofthe adjacent concrete pavement and
checked with with a straightedge to insure that the riding surface will be satisfactory, The concrete shall be given a stiff broom fmish or tined to match existiog fInish and all edges
shall be tooled. The concrete shall be cured immediately after fInisbing operations have been completed. Membrane curing sball be used for the curing oflbe repaired area. Tbe curing
period shall extend only until tbe repaired area is opened to tuaffic, The repaired area may be opened to traffic when the concrete has attained a flexural strength of255 p.s.i. All
test specimens representing tests for opening to traffic shall be cured using the same metbods and under the same conditions as the repaired area. Modifications to the specified construction
methods, requested by the Contractor, must be submitted to tbe Town ofAddison Representative in writing for his approval. Page 2 of3 
Measurement. Payment. This Item will be measured by the square yard ofsurface area, and will not include areas that require repair which were damaged by the negligence of the Contractor.
The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Reinforced Concrete
Pavement", ofthe nominal depth specified This price shall be full compensation for traffic control, sawing and breaking the existing pavement structure; for the removal and loading of
the broken concrete or loose sub-base; for furnishing all materials; for all reinforcing steel; for all curing; and for all manipulations, labor, equipment, testing, tools and incidentals
necessary to complete the work.. Expansion joints are subsidiary and not a pay item. Pavement under curb will be paid at the square yard unit price. Revised April 9, 2004 Page 3 of3

TECHNICAL SPECIFICATION 002 REINFORCED HIGH DENSITY STRESS RELIEF INTERLAYER DESCRIPTION This item covers the requirements for furnishing materials and installing reinforced high density
stress relief interlayer in accordance with details specified herein and details shown on the plans. The Contractor shall include all supplementary tools and equipment necessary or required
for a complete, satisfactory and approved installation. MATERIALS Material shall be PavePrep as manufactured by Pavetech International, 105 May Drive, Harrison, OH 45030, or approved
equaL 1-800-544-7737. The material shall be high density asphalt mastic sandwiched between two layers of polyester fabric meeting the following properties: Weight 0.9 Ibs/ftl Thickness
0.135 inches ASTMD1777 Retains75% thickness after loading Density (Mastic) 80 Ibs/ft3 minimum ASTM 0395 (modified) ASTMD70 Absorption I%maximwn ASTMD517 Brittleness Pass ASTMD517 Softening
Point (Mastic) 210°F -230°F ASTM036 Cold Flex No Cracking ASTMDI46 (modified) Elongation Elongation (@Peak Tensile) 10% minimum ASTM 0412 (modified) Tensile Strength (Peak) 2,000 psi
minimum ASTM 0412 (modified) Width 18 inches Length 100 feet CONSTRUCTION DETAILS Surface Preparation Pavement must be clean, dry and should be blown or broomed free of dust prior to
material application. PavePrep shall be applied when existing surface temperature is a minimum ofSO°F and rising. Asphalt Tack Coat The asphalt tack coat applied to the pavement shall
meet the following requirements: Page I of3 
Asphalt Cement AC-30 (pG 67-22) 310" -340" F AASHTO M-226 Asphalt Cement AC-20 (pG 64-22) 310" -340" F AASHTO M-226 Rubberized Asphalt Cement per Manufacturer ASTMD-3405 PaveTeeh PCF-I
00 370" -390" F The asphalt tack coat must be applied at a rate ofapproximately 0.15 gallons/square yard over existing surfaces and approximately 0.20 gallons/square yard over milled
surfaces. The maximum width of the tack coat applications shall be such that the tack extends a minimum 1 Y, inches on both sides of the PavePrep. PavePrep Placement Procedures The Contractor
shall place PavePrep over all transverse contraction joints and existing cracks in the concrete pavement which are greater than Yo inch wide. PavePrep shall be placed with the woven
polyester side of the material placed up to traffic and the non-woven polyester side placed into the tack coat. The material must be centered as close as possible over the crack or joint
to allow the material to extend approximately 9 inches minimum each side ofor beyond the repaired area. It is recommended that the roll ofmaterial be kept in tension during placement.
PavePrep should be laid smooth, free ofwrinkles and with no uplifted areas. PavePrep should be placed at least 2 hours,in advance ofpaving operations. If application must immediately
precede the paving operation, use AC-20, AC-30 or PG grade tack may be used to bond PavePrep to the existing surface. When necessary, PavePrep shall be cut with a razor knife from the
woven polyester side. Frequent changes ofknife blade may benecessary to main a sharp blade and avoid frayed edges. Immediately after it is placed, PavePrep shall be rolled on the tack coat with a riding static drum or rubber wheeled roller in
direction of roll out. Care must be taken to insure that the edges ofthe PavePrep are securely bonded to the pavement surface. On milled surfaces, PavePrep shall be rolled into the tack
coat with a rubber wheeled roller. The rolling ofPave Prep should consist of three or more passes. Aspbalt Overlay Placement PavePrep must be dry at the time the overlay is placed. A
tack coat shall be applied to the PavePrep prior to paving. Page 2 of3 
Dry washed sand or limestone dust may be broadcast ahead ofthe paver ifthe PavePrep is sticking to the tires ofthe trucks or paving equipment. Asphalt hot-mix compaction procednres must
be in accordance with acceptable asphalt paving standards and practices. STORAGE Material shall be stored in such a manner as to not expose it to rain prior to installation. Exposure
to rain may affect the ability to bond the material to the pavement surface. Inside storage temperature shall not exceed 120° F. METHOD OF MEASUREMENT The unit of measurement ofthe high
density crack reduction/stress relief interlayer shall be in linear feet. BASIS OF PAYMENT Payment shall be made at the contract price per unit ofmaterial in place including all preparation,
installation, labor and equipment required. Payment will be made under: Item No. Description 6 Reinforced High Density Stress ReliefInterlayer Page 3 of3 
", Ii 􀁾􀀠􀁾􀁾􀀠 C:! 􀁾􀁾.rG 􀁾􀁯􀀠􀁾􀁾􀀠PLANS FOR REHABILITATION. TRAFFIC CONTROL. AND PAVEMENT MARKINGS BELT LINE ROAD PAVEMENT REHABILITATION FROM MARSH LANE TO DALLAS SHEET NO, INDEX
OF SHEETS 1 COVER SHEET I LOCATION MAP 2 GENERAL NOTES AND QUANT ITIES 3 TYPICAL SECTIONS AND DETAILS 4-1 ASPHALT AND MILLING PLAN 8-11 PAVEMENT MARKING PLAN R. SCOTT WHEELER MAYOR TOM
BRAUN CLYNDA TURNER FREDERICK M. SILVER ORECORY S. HIRSH COUNCIL MEMBERS JOE CHOW JIMMY NIEMANN MAYOR PRO TEMPORE DEPUTY MAYOR PRO TEMPORE RON WHITEHEAD CITY MANAGER MICHAEL E. MURPHY.
P.E. OIRECTOR OF PlJ8LIC WORKS '" ". LOCATION MAP NOT TO SCAI.. E NORTH TOLLWAY THE SEAl.. ON THIS OOCUMENT 'WAS HJTHCAIZEO BY : WM. scorr FORBES p,t.• 87223 ON I Q,SEP-2C04 OWNER: TOWN
OF ADDISON DEPARTMENT OF PUBLIC WORKS 16801 WEST GROVE P.O. BOX 9010 ADDISON, TEXAS 75001-9010 19721 450-2871 ENGINEER: HNTB CORPORATION 5910 WEST PLANO PARKWAY. SUITE 200 DAlLAS. TEXAS
75093 19721 661-5626 􀁾􀁾􀁌􀁾􀁉􀁾􀀺􀁾􀁉􀁾􀀻􀀡􀁾􀁩􀁾􀁩􀁾􀀽􀁾􀁪􀁾􀁾􀀺􀀻􀀺􀁾􀀺􀁩􀀺􀀺􀁾􀀺􀀻􀀺􀀭􀁾􀁾􀀮􀁾􀁾􀁾________________________________________________________________________________________________
_______________________________________________________________________________--1p.i5
GENERAL NOTES: PAVEII£NT MMKINGS: CONTRACTOR SHAlL PREPARE AND lM'LEf-ENT A TRAFFIC CONTROl PLAN Fa< ALl. wmK WITHIN CONTRACTa'< TO REMOVE 􀁾􀁄􀀠REPlACE PAVEIo£NT MAAKINGS ON THE PROJECT.
REf.«)VE EXISTING : SUMMARY OF QUANTITIESSTREET RIGHT-Cf'-WAY. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE TEXAS MANUAL ON PAVE!€NT MARKINGS IN ACCOROANCE WITH TXOOT STANDMO SPECIFICATION
ITEM 611 OR LATEST UNIFMM TRAFFIC CONTRa. DEVICES. CONTRACTOR AT AlL TIt.£S SHAlL PROVIDE BAARICADES. REVISION. COST IS SUeSIOIAR'f TO CONSTRUCTION. WP8:NING SIGNS. fLAGGERS fa) UGHTING
ADEQUATE TO SAFEGUARD THE PUBLIC FROM 􀁾􀁙􀀠HAZAADS, REVIEW EXISTING PAVEMENT MARKING' LOCATIONS WITH OWNER AND ENGINEER PRIOR TO REMOVAl. PROVIDE NEW PAVEMENT MARKINGS TO MATCH PRE:VIOUSLY
REMOVED PAVEt.£NT MARI<ER N4Y STREET RIGHT-{T-WAY,OR OTHER 􀁐􀁒􀁾􀁅􀁒􀁔􀁙􀀠DAMAGED ey THE CONTRACTOR OR HIS LOCATIONS UNlESS OTHERWISE: DIRECTED BY OWNER AND ENGINEER. SUBCONTRACTOR
SHALl. BE REPAIRED TO THE SATISfACTION OF THE ENGINEER AT NO ADDITIONAL COST To THE CONTRACT. PREPARE PAVEKNT SURFACE FOR NEW PAVEKNT MARKINGs IN ACCORDANCE WITH TXDOT STANDMO SPECIFICATIDN
ITEM 618 ffi LATEST REVISION. COST IS SUBSIDIARY TO CONSTRUCTION. ALL ADJACENT PROPERTY DAMAGE BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO EQUAL OR: BETTER CONDITION THAN WHICH
1T WAS FruNO eEFORE SUCH 'W'a'{K W/I<S INST.6l.L PAVEMENT MARKINGS IN ACCORDANCE WITH TXDOT STANOMO SPECIFICATION ITEM 555 OR UNDERTAKEN (NON-PAY ITEMI. LATEST REVISION. CONTRACTOR SHAlL
Et-PLOY A QUAl..lflEO ENGLISH SPEAKING PROJECT MmAGER WHO WILL PAVEIo£NT MARKINGS: CROSSWALK otLINEATIONS, STOP 8AAS AND TRAFFIC SYMBOLS SHALL BE BE RESPONSIBLE FOR DIRECTING ALL 'WORK
CREWS, PROJECT MANAGER SHALl REMAIN ON THERMCPLASTIC MATERI.6l. MEETING TXDOT MATERiAlS SPECIFICATION OMS--a22D. THE JC6 AT ALL TlIo£S.IN CftDER TO SUPERVISE THE 􀁗􀁾􀁋􀀠(f" AlL SUB--coNTRACTORS.
AS WELL AS THE CONTRACTOR'S OWN WORK CREWS. CONTRACTOR SHALL USE ITEM 20 -PAVEtlENT waKING CONTINGENCY 􀁆􀁾􀀠REPLACEMENT AHO MATCHING Cf" 1U EXISTING TRN'"FIC MAAKERSISUTTONS AND STRIPES
REI«WED ON SlOE CONTRACTOR SHALl 􀁒􀁾.6l.L SURPLUS OIRT. DEBRIS. TRASH. ETC•• fROM THE SITE AHO DISPOSE STREETS AND DRIVES. 􀁾􀀠IT LEGAlLY Cfl'SITE. REMOVE ALL EQUIPMENT AT THE COMPLETION
OF EACH DAY'S WORK. ALL WOOK ME.AS SHALL BE CLEANED UP AT THE co;.pLET1ON (f" EACH DAY'S WCfij{. TEM"ORARY PAVEII£NT MMKINGSl TRAfFIC AND ACCESS CONTRQ..: WHEN EXISTING PAVEt.£NT MARKINGS
ARE REMOVEO FOR CONSTRUCTION, THE CONTRACTOR SHAlL PReVIOE TEt-PORPRY PAVEt.£NT MARKINGS AT 11£ END OF EACH NIGHT'S WORK BEFORE CPENING THE CONTRACTM. AT ALL TIKS. SHALL PROVIDE BARRICADES,
WARNING SIGNS. FLAGGERS THE STREET TO t.UNING TRAFFIC. COST IS SUBSIDIMY TO BID lTEM FOR TRAFFIC CONTROL,AND LIGHTING ADEQUATE TO SAFEGUARD THE PUBLIC FROM Nff HAZARDS. CONTRACTOR TO
PROVIDE TEWCRMY MARKINGS IN ACCORO,ANCE WITH THE REQUIREKNTS OfTHE CONTRAcTOR SHALL MAINTAIN. AT ALL TIMES. AT LEAST ONE LANE Of TRAFfiC OPEN IN ITEM 562 OF THE TXOOT STANOARD SPECIFICATIONS.EACH
DIRECTION TO PERMIT LOCAL TRAFfiC FLOW. PAVEII£NT REPAIR:CONTRACTOR TO REMOVE TEt-PORARY PAVEt-ENT MARKINGS AT THE CONTRACTOR'S EXPENSE IN 􀁁􀁃􀁃􀁾􀁄􀁁􀁎􀁃􀁅􀀠WITH ITEM 6T7 (f" THE TXOOT
STANDARD SPECIFICATIONS. COST IS stJeSlDIARY TO THE CONTRACTOR SHAlL PROVIDE ACCESS TO ALL BUSINESS LOCATIONS AT ALL TItlES DURING THE CONSTRUCTION. ClOSURE Of DRIVEWAYS DUE TO CONSTRUCTION
OPERATIONS WILL BE ALLOWED ON A LIMITEO Tlt.£ OASIS sueJECT TO APPROVAL C6" THE OWNER AND ENGINEER. aiD ITEM FOR TRAFFIC 􀁃􀁏􀁎􀁔􀁒􀁏􀁬􀁾􀀠1. THE CONTRACTOO SHALL REPAIR PAV£MENT ME'AS:
AHEAD a: PAVEt<£NT MILLING AND ASPHALT PAVING. THE COOTRACTOR SHAlL MAINTAIN ACCESS TO ALL CROSS STREETS. CLosuRE OF CROSS STREETS DUE TO CONSTRUCTION OPERATIONS WILL BE Al..LOWEO ON
A LIMITED TItlE BASIS SUBJECT TO CONSTRUCTION PHASING: Z. PAV£f.£NT REMOVAL AND REPLACEr.£HT SHALL BE FULL DEPTH. MINIt4.JM PAVEt.£NT N'PROVAL C6" THE OWNER AND ENGINEER. 􀁒􀁅􀁾􀁁􀁌􀀠SIZE
SHALL BE "'X4' TO ALLOW FOR PAVEMENT DOWELS. 1. THE CONTRACTOR SHAlL SUBMIT AN ASPHAl.. T PAVING PLAN TO THE ENGINEER FOR 3. PROVIDE FULL""DEPTH PAVEfo£NT REPAIR IN ACCORDANCE WITH THE
TOWN OF ADDISONAPPROVAL. SCtlEDULE EACH DAY'S WORK TO cot4>t.ETE ASPHALT PAVING TO LIMITS r:F FULl1)EPTH REPAIR rF EXISTING CONCRETE PAV'Et-£NT.RAISED TRAfFIC MMKERS: PAVEKNT WEDGE MILLING
OR INTERSECTfON MtLLING fOR THAT DAY OR pRaVIOf TEt-PMARY ASPHALT FILLET AT PAVEMENT WEDGE MILLING OR INTERSECTION 4. IT WILL BE THE RESPONSIBiliTY a: THE CONTRPCTOR TO PROTECT ALL PUBLIC
UTILlTIESMILLING EDGE. THE COST Cf 􀁔􀁅􀁍􀁐􀁾􀁁􀁒􀁙􀀠FILLET IS SUBSIOIARY TO CONSTRUCTION.CONTRACTOR TO REMOVE ANf) REPLACE AlL RAiSEO TRAFFIC 􀁾􀁁􀁒􀁋􀁅􀁒􀁓􀀠ON THIS PROJECT. IN THE
CONSTRUCTION OF THIS PROJECT. ALL MANHOlES. CLE»JOUTS. VALVE BOXES. ETC•• REMOVE EXISTING RAISED TRAFFIC MARKERS lN 􀁁􀁃􀁃􀁾􀁏􀁁􀁎􀁃􀁅􀀠WITH TXOOT STANDARD SPECIFICATION MJST 8E ADJUSTED
TO PROPER LINE AND GRACE 8Y THE CONTR,tCTOR KTER THE PLACING2. SIGNS. BAARICAOES. FlAOOERS AND WARNING DEVICES, AS NECESSARY FOR CONSTRUCTION.ITEM 571 OR LATEST REVISION. COST OF REMOVAl
IS SUaSlOlARY TO CONSTRUCTION. OF PERMANENT PAVING.SHALL SHALL CONFMM TO THE TEXAS MANUAL ON UNIFOOM TRAFFIC CONTROl OEVICES. REVIEW EXISTING RAISED TRAFFIC MARKER LOCATIONS WITH ENGINEER
PRIOR TO REMOVAL. UNLESS 3. CONSTRUCTION SHOULO BE IN ACCORDANCE WITH ALL TOWN OF ADDISON CONSTRUCTIONOTHERWISE OIRECTEO BY ENGINEER. PROVIDE NEW RAISED TRAFFIC MARKERS TO MATCH PREVlOOSL
Y SPECIFICATIONS. THE THIRD EDITION 􀁾􀀠THE NCTCOO STAHOARD SPECIFICATlOOS fM PUBLICREMOVED RAISED TRAFFIC MARKERS. WORKS CONSTRUCTION. AND AS DESCRIBED IN THE SPECIFICATIONS. PREPARE
PAVEMENT SURFACE FOR NEW RAISED TRAFFIC MARKERS IN ACCOROANCE WITH TXOOT 4. THE CONTRACTOR SHALL KEEP OPEN. ALONG ENTIRE PRMCT. THE SAt-£' TRAFFIC LANE SOSTANOARD SPECIFICATION ITEM
ene M LATEST REVISION. COST IS SUBSIDIARY TO CONSTRUCTION. f.S TO MAINTAIN TRAFFIC CONSISTENCY ,AND PREVENT MOTORISTS FROM HAVING TO SWITCH LANES AND WEAVE IN AN() OUT 􀁾􀁄􀀠AAaJND BARRELS
OR 8ARRIC.'DES.CONTRACTOR TO USE NEW RAISED TRAFFIC HARKER PATTERN. SEE DETAIL ON PAGE 3 Cf' THIS , NO. DESCRIPTION QU..wrITY UNIT ! 1 REMOVE AND REPLACE 6" THICK REINFORCED CONCRETE
PAVEMENT 35 S,Y. 2 HOT MIX ASPHAL. T􀁾􀀠TYPE o. 2''. (PG 76-221 100.300 􀁓􀀮􀁙􀁾􀀠I ; PRIME COAT 8.100 GAL I 4 PAVEt.-ENT' we:OOE MILl.ING 38.400 L.F. 5 PAVEf.£NT 8VTT JOINT AND INTERSECTION
MILLING &.600 S.Y. I 6 REINFORCEO HIGH DENSITY STRESS RELlEF INT[RLAVER 59.250 L.F. : 7 ADJUST MmHOLE CASTINGS 15 EA. 8 AOJUST VAI..VE BOXES 64 EA. • TRAFFIC CONTRa.. 1 L.S. 10 TRAFFIC
MARKERS (4" LEAD 􀁾􀁙􀁌􀁬􀁃􀀠REF'LECfORIZED) 950 Ell. r--!!-TRAFFIC MARKERS [4" ROOM) CERAMIC 􀁂􀁾􀀡􀁔􀁏􀁎􀁓􀁉􀀠1.650 Ell. 12 THERfoa'ilASTIC 􀁒􀂣􀁆􀁬􀁅􀁃􀁔􀁾􀀡􀁚􀁅􀁏􀀠STOP BARS !241>
W.IDEI 1.755 L.F. 13 PAfNTED REf'lECTORIZED CROSSWALKS tS" WIDE) 2.960 L.F. 1. THERMOPLASTIC REFLECTORIZED puppy TRACKS 16·:..WIDEI 1,12.0 L.F. 1S THERMCPLASTIC RE:f'LECTORIZED WOODS
I SYMBOls 31 Ell. 16 THEftMCpLASTlC REFLECTORIZE!) LEFT TURN MROWS 56 Ell. 17 THERMCPLASTIC REFLECTOOIZED RICHT TURN ARROWS 1S EA. 1& THERMOPLASTIC REFlECrrelZED STRAIGHT ARROWS 6 EA.
19 THERMOPLASTIC REFLECTCfilZED COMBINED RIGHT 3 EA. 20 PAvEto£NT MARKIN\; CONTINGENCy 1 L.S. 21 RAILROAD COORDINATION 1 L.S. SET Of PLM>& INSTALL RAISED TRAFfiC MARKERS IN ACCORDANCE
WITH TXDOT SPECIFICATION 5. LIMIT COMPLETE ACCESS CLOSURE TO BUSINESSES L1MITEO TO AFTER HOORS OF OPERATION.ITEM 812 OR LATEST REVISION. INSTALL RAISED TRAFFIC MARKERS USING TRAFFIC
MARKER .ADHESIVE, fin: SEAl. ON THIS ISCHEDULE WMI< AlONG a>£N BUSINESS LOCATIONS TO MINIMIZE ACCESS CLOSURE TIf-EFRAIo£S. 􀁯􀁯􀁣􀁵􀁾􀀠: PROVIDE ADDITIONAl FlAGG'ERS /lS NECESSARY. wAS
AUTHCfHZEO BY ,NON-REf'LECTMtZEO MAAJ<ER: 4" ROOND CERAMIC; WHITE. w/ot. SCOTT FMSes ; 􀁐􀀬􀁅􀀮􀁾􀀠67223 ON I8. CONSTRUCTION SIGNS SHALL BE REMOVED UPON COWLETION OF THE Wa'<K. INDIVIDUALREfLECTffilZ
ED MARKER: 4"X4 IOXO.l0u ; WHITE WITH ONe: SlOE REflECTJVE. IO'SEP-2Q04WMNING SIGNS SHALL BE REMOVED. TURNED AWAY fROM THE VIEW Of TRAFFIC. 00 COVERED WHENEVER THE SPECIFIC DANGER OF
WHICH THE PARTICUlAR SIGN WAANS HASTRAFFIC MARKER ADHESIVE: BITUM!NaJS ADHESIVE tlEETING TXOOT MATERiAl SPECIFICATION CEASED TO EXIST. EITHER PERMAHENTLY OR TEt-POItMILY. THE SIGN MUST
BE PROM'TLYDMS-613D. 􀁒􀁅􀁐􀁌􀁁􀁃􀁅􀁉􀀩􀁾􀀠TURNED INTO VIEW.oo UNCOVEREO WHEN THE SITUAT10N AGAIN BEeMs A POTENTlAl OANGER. 􀁾􀀠􀁾􀀠􀁾􀁪􀀠􀁾􀁾􀀠'·0 􀁾􀁾􀀠􀁥􀁾􀀠􀁬􀀺􀁩􀁨􀀢􀁩􀁩􀀽􀁊􀁾􀁾􀁾􀀠BELT
LINE ROAD MARSH LANE TO DAlLAS NORTH TOLlWAY GENERAL NOTES AND QUANTITIES TOWN OF ADDISON, TEXAS ow,. VSf' Omwn OF'S DAtt SCJ;U'C r Ml. 'SffiOtT NQ. 1 Of 1 CI\Itdo.n<t 􀁉􀁃􀁨􀁾􀁣􀁫􀀠􀁜􀁉􀁾􀁬􀁳􀁴􀁉􀀧�
�􀁬􀁬􀀴􀀱􀀠JOT!! I 40'!1U; I 2 iii 
, (Il " ,13 ,Z .. ,iii " 􀁾􀀠;; 1; 􀁾􀀠• 􀀺􀁾􀀠􀁾􀁾􀀠􀀭􀁾􀀠g§􀁎􀁾􀀠􀁾􀁾􀀠LEGEND: EXISTING PDRTlMK> CEt>£NT® CONCRETE PAVEt>£NT Z" THICK A$F'HAI. TIC CEt>£NT® CONCRETE PAVEMENT. TYPE
0 © PAVEt€NT PLANING. VARIABLE DEPTH @EXISTING SIDEWAU< PAVEt-£t-<!T MARKING®TYPICAL SECTION AT MID8LOCK NTS PRI/€ CDAT® CONSTRUCTION PHASING INDEX., ',," 10'-11'+1111'± 11' 11' 10 -11
11 1"+ I~ I~ III INTERIOR TRAVEL LANE('""I AND LEFT TURN LANES􀁾􀀠TYPICAL SECTION -PAVEMENT MILLING THROUGH INTERSECTIONIII l 1;f.r[j] t t[j] m , E E t[1] 􀁾􀀠NTS mMIDDLE TRAVEL LANES[1]l-t
•• C I1J OUTSIDE TRAva LANEI N«> R1GHT TURN LANES .... z􀀻􀀻􀁲􀁾􀀠-SEE SPECIF'ICAT IONS FOR NIGHT􀁾􀀠CONSTRUCTION HOURS OF OPERATION FOR EACH LANE, TYPICAL SECTION AT INTERSECTION NTS
t MAX. 50' 􀁍􀀡􀁌􀁌􀁉􀁾􀀠LlMfT NOTE: COST FOR SAWCUT FOR BUTT JOINT IS SUBSIDIARY TO PAVEMENT MILLING. THE SEAl 00 THIS DOCUMENT \trAS AUn-«:AIZED BY WtoL SCOTT 􀁆􀁭􀁂􀁾BUTT JOINT PAVEMENT
MILLING P.E•• 81223 ON vARIABLE DEPTH 0" TO 2" ID-SEP-2DO'I NTS I 6' MILLING LlMJTS I" I BELT LINE ROAD 􀁾􀁓􀁈􀀠LANE TO DALLAS NDRTH TOLL WAY􀁴􀀭􀀭􀀭􀀿􀀭􀀢􀁉􀀿􀀭􀀢􀁾􀀮􀁾2" I TYPICAL
SECTIONS AND DETAILS TRAFFIC BUTTONS/MARKERS WEDGE MILLING ""TCH EXISTING LANE _ER SPACING UNLESS EXISTING CURe AND GUTTER OTHERW1SE DIRECTED BY OWNER OR ENGINEER (TYP} RliVI\liCH N'PROV.
Q VARIABLE DEPTH 0" TO 2" WN OF ADDISON. TEXAS NTS u.,.i;n vsr h"" QffS !lAtE St....E f'ROUr lin. SIIfET Ha.b-'-l____________________________________________________N_TS______________________________
__________________________________________􀁾􀀺􀀺􀀺􀀺􀁾􀁾􀁾􀁾􀁾􀁾________________________􀁟􀀱􀁾􀁾􀁾􀁾􀁩􀁦􀁾􀁾􀁾􀁾􀁾􀁅􀀵􀁾􀁾􀁾􀁾􀁾􀁪􀁛􀀺􀁪1 OF 1 CMek,oo Cl\.eck YSF S!:Pl' 􀁡􀁾􀀠Imi 40]1&
3 
----o 50 100 150 zoo 􀁳􀁲􀁾􀁉􀁐􀀠CENTER PALM BEACH TAN CHIPOlTE CHICK -FIL 􀁾􀁁COFFEE HOUSE MCDONALD'S VACPNT '. ,.... .' I. __ 􀁾􀀮􀀠􀁟􀀮􀁾􀀯􀀠, .' _'_,.1::... , •.. 􀁾.... _._•. _..
" ••........••..• _•• 􀀮􀀺􀀭􀀮􀀻􀀺􀀺􀀮􀀮􀀮􀀭􀁾􀀮􀀼􀁾􀁾􀀮􀀺􀁾􀀬􀀮􀀮􀀻􀀬􀀮􀁾􀀺􀁾􀁾􀁾.."<, '\\ ,,"/_'::.:-........:..:..:...􀀺􀁾􀀮􀁟􀀬􀀮􀀻􀀮􀀬􀁟􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀭􀁯􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀻􀁟􀀠.;;,
..:...:.-:.__....:;.:... .;.,.,.:...,;,.;.,;.....:....:...:...:....,. ------"......-::..􀁾..􀁾􀁾􀁾􀀭􀀭􀀧􀀭􀀬􀀺􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀁾􀁾􀀺􀀭􀀮􀀬􀀻􀀮􀀮􀀮􀀻􀀮􀀮􀁾􀀮BEGIN PROJECT I. . i . '.
. .'. . .. '. . . . BELT LINE ROAD '.' ".'. ., ... __'-'-_____ 10<00 􀁾􀁟􀁊1'12.00""'0 . 􀀮􀀭􀁟􀀱􀀰􀁴􀁦􀀰􀀰􀀭􀀻􀀢􀀧􀀭􀀺􀀺􀀮􀁾􀁟􀁾􀀠• 1JPP"" 􀁟􀀮􀀭􀀺􀀻􀀺􀀺􀀺􀀺􀀺􀀾􀀽􀀽􀀽􀀺􀀮􀀮􀁾􀀭􀀺􀀺􀀺􀀽􀁾􀁾􀀮􀀮􀀬􀁊�
�􀀢􀁬􀁬􀁬􀀮􀁟􀀻􀀮􀀮􀀮􀀮􀀮􀀠__ 􀁾􀀦􀀭􀀭􀀮􀀭􀁾􀀨􀁌􀀮____17<00 1-----......... ---",-' 􀁾􀁾􀀢􀁴􀀺􀀺􀀮􀀺􀀺􀀺􀀮􀀺􀂱􀁟􀁟􀀽􀀮􀀽􀁟􀀭􀀽􀀺􀀧􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀭􀀮􀀮􀀻􀀺􀀺􀂱􀀭􀀮􀀺􀀮􀀮􀁟􀀮􀀮􀀮􀀮􀀬􀀮􀀠􀁾􀀽􀀭􀀭􀀭�
�􀁾􀀭􀀽􀀮􀀮􀀭􀀽􀀭􀁾􀁾􀀭-.--I is' 􀀭􀁉􀂷􀀭􀀭􀀭􀀭􀁥􀀭􀀭􀀭􀀽􀀭􀀽􀀺􀁡􀀺􀀻􀀺􀀭􀀮􀀽􀀺􀀺􀀮􀀮􀀭􀀺􀀮􀀮􀀮􀀭􀁾..􀁾􀁾.....􀁾􀀭􀀭􀂷􀀭􀀮􀁉􀀭􀀭􀀭.. _+_ .. -. 􀁾􀀷􀀢􀀭􀀭􀀮 -􀀮􀂷􀀰􀁬􀁾􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀀺􀀽􀀭􀁾􀀽􀀭
􀀺􀀮􀀮􀀮􀀭􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀀷􀀬􀀻􀀮􀀮􀀭􀀻􀀺􀀻􀀺􀀺􀀻􀁲􀀮􀀮􀀮􀀬􀀻􀀬􀀾􀁾􀁾􀀭􀀮􀀭􀀭􀁾􀀺􀀠􀁾􀀬...􀀮􀁉􀀺􀁾􀁟􀁔􀀺􀁟􀁾􀀺􀀮􀁾􀂷􀀺􀀻􀀺􀀺􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀀿􀁾􀁾􀀺􀀭􀁾􀁾􀀮􀀧􀀢􀀠􀀭􀀭􀂷􀀮􀁾􀁾􀁾􀁾􀀭􀁾􀀱􀀺􀀭􀀭􀁴􀁌
􀀨􀁾􀀻􀁾􀀭􀁾􀀺􀀭􀁾􀁾􀀺􀁾􀁾􀀭􀀻􀀺􀁾􀀭􀀮􀀭􀁣􀁾􀁾􀁾􀀭􀀺􀀭. :. CO WAAEHOUSE 􀁏􀁬􀁾􀀠" " HERRERA'S r.fExiCAN FOOD!" EXXON/WENDY'S STARBuCK.S '1 PAYLESS SHOES I 9LOCKBUSTER ,} , . MILL MEA
SHOWN TO PROVIDE BUTT JOINT AT M/IRSH LANE. , . VARIABLE DEPTH 0" TO 2" AT MARSH LAN£:. , , SCAlE IN FEET LEClEN). 'WEDGE MILLING LIMITS ,................ MILll1'fG LIMITS 􀁾􀁐􀁈􀀮􀀴􀁌T
L1MJl S Q PA\lEiENT REPAIRm 􀁾􀀠I") .... EXISTiNG MANHCli:N I-." EXISTING V14...VE SOX'"(I) W Z NOTE;::::; J: " CONTRACTOR TO ADJUST U MANHOLES AND "')LVE BOXES To PROPOSED PAVEM::NT
LIMITS.􀁾􀀠THE SEAl ON TH1S DOCUMENT WAS AUTHORIZOl e'f WH. SCOfT f't'fl'SES PoE.*! 61223 OH 􀁬􀁬􀁬􀀭􀁓􀁅􀁐􀁾􀀲􀀰􀀰􀀴􀀠ASPHAlT AND MILLING PLAN STA 11+28 TO STA 36+00 
----o 50 100 150 200 SCALE IN FEET LEOENl: ----WEDGE MILLING LIMITS ..-.-.......... MILLING LIMITS ASPHM..T LIMITS m PAVEMENT REPAiR '... EXISTING MANHct.£ ·w EXISTING VAlVE eox NOTE:
1. CONTRACTOR: TO IoDJUST MANHtl.ES ,bJ<l) VN.. VE BOXES TO 􀁐􀁒􀁾PAvaENT LIMITS. 2. LOCATION OF' PAVEMENT PATCHES SHOWN ME .6PPROXIMATE ONLY. fiNAl. LOCATICN WILL BE AS DIRECTED BY
OWNER'S REPRESENTAT I\IE. THE SEAL ON THIS DOCUMENT WAS AUTHORll£D 6Y 􀁾SCOTT 􀁆􀁕􀁩􀁡􀁾􀀠P.E•• 61223 ON IO-S£f'-2001 SAMS CLUB H!l..IDAY INN 􀁖􀁁􀁃􀁾􀁔􀀠BUILOING AND1AMO IT.N..IAN '
Clrco sPKER BROSt Al-ERICAN DELI RESTAURANT DUKE'S ORIGINAL ROJW HOOSE 
----o 50 100 150 200 SCALE IN FEET HOMEWOOD SUITES LECENl: ----WEDGE MILLING LIMITS 􀁾􀀮􀁾•• "n•••••• MILLING LIMITS I· W 􀁾􀀠°u IASPHPLT LIMITS PAVEMENT REPAIR EXISTING MMlHCt.E EXISTING
VI>LVE eox NOTE: 1. CctffRACTOR TO ADJUST MANKQ.ES AND VfJJ..VE BOXES TO PRCf'OSED PAVEtoENT LIMITS. 'flit SEAL ON THIS OOCUNENT \lAS AU'fliaiIZED BY \<1M.. SCOTT FatBfS P.E._ 81ZZ1
ON IO-SEP-ZOO4 􀁾􀀠t 􀁾􀁾􀀠DELT LINE ROAD 􀀡􀁾􀀠MARSH LANE TO DAlLAS NC1lTH TQLWAY 􀁾􀁾􀀠ASPHAt.. T AND MILLING PLAN 􀁏􀁾􀀠:: STA 62+00 TO STA 88+00 wo 􀁾􀀭􀁾􀁶􀀠!.\II" vg' thnm (T$
o,o,.re SI:'!JL£ I"fKl.!:C-T NO. SlIEfT NO. :s OF <1 Chad. ..1111 C/'Itd< WllF stPT 􀁃􀁾􀀠1">60' 40116 6 􀀪􀁾􀁌________________________________________________________________________________________
____________________________________􀀭􀀲􀁾􀁾􀁾􀁾􀁔􀁾􀁏􀁈􀁗􀁾􀁎􀁾􀁏􀁾􀁆􀁾􀁁􀁾􀁄􀁾􀁄􀁉􀁉􀁓􀁩􀁏􀁾􀁎􀁾􀀧􀁾􀁔􀁾􀁅􀁘􀁾􀁁􀁾􀁓􀁾􀁾􀀠 
ADDISON IMIlROV 1. 􀁃􀁾􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀠TO .&DJlJST MANHtl.ES AND V/JLVE 80XES TO PROf'OSEO PAVE>ENT LIMITS. \;.......'"\. _ SEE NOTE 3 &. __ 8£NE01CT"S I PURDY'S HAMBURGERS . 􀁾􀀧􀁬􀀠.
􀁑􀁕􀁾􀁕􀁍􀀠11 2. LOCATION OF PAVEMENT PATCHES SHOWN ARE APPROX!M4TE ONLy.! I 􀁾􀀠, $ 0 MILL ENTIRE INTERSECTION Of FINAL LOCATION WILL 6E AS MILL-ENTIRE INTERSECTION l lS I MILL ENT1RE
INTERSECTION OF 􀁾􀀠> 􀁌􀁁􀁎􀁄􀁍􀁾􀀠TO LIMITS SHOWN. DIRECTED BY OWNER'S TO ',,",MlTS SHOWN. DEPTH ' 􀁾􀀠INWOOD TO LIMITS SHOWN. Q m DEPTH 2: AND INCUJO£S BUTT REPRESENTATIVE. 2" At10
INCLUOES BUTT JOINT. . 􀁾􀀠DEPTH 2" AND INCLUDES BUTT 􀁾􀀠JOINT. \ 􀁾􀀠􀁾􀀠3. REMOVE AND DISPOSE OF EXISTING ASPHAlT TRANSITION NENi RAILROAD TRACKS. COST IS SUBSiDIARY TO CONSTRUCTION.
4. Mill MEA SHOWN TO PROVIOE SUTT JOINT AT RAILROAD TRACKS. VAR1ABLE DEPTH 0" TO Z" AT RAILROAD TRACKS. W 􀁾􀁍􀀮􀀠ON THIS IlOCIlH<NT WAS AUfHCflI1EO 8'1' WM. scon f'U(8lE:S P.£.tl 81223
00 1=!l¢!i 􀁪􀀽􀁪􀁾􀁾􀁦􀁌􀁕􀁦􀁉􀀴􀁕􀀠BELT LINE ROAD MARSH LANE TO DAlLAS NORTH TOLLWAY ASPHALT AND MILLING PLAN STA 88+00 TO 113<60 TOWN OF ADDISON , TEXAS o 50 100 150 200 SCALE IN
FEET LEGENl: --WEDGE MILLING LIMITS􀁾􀀠􀁾􀀠MILL ENTIRE INTERS£CTION OF . 2 O· INWOOD TO LIM'ITS SHOWN. , •••••••••••••••• MILLrNG LIMITS. :ct a:: , DEPTH 2" AHD INCLUDES &UTT 􀁂􀁊􀁾􀀠RESTAURANT
POTBELLY '4 • ,ANO BREWHOUSE SANDWICH WOOKS ASPHALT LIMITS 􀀭􀁾􀀠TEXAS DE BRAZIL I ... PEl WEI THOMAS REPROGRAPHICS CHAMPS (;) "'-----'--' 0.-:,1 i '" ! '0 I!iiiI PAVEMENT REPAIR􀁾􀀠"
. 'j'/􀀧􀀺􀁾􀀠...􀁾􀀮􀀮. . . -.';.....:.􀀮􀀮􀀺􀀮􀀮􀀮􀀬􀀺􀀻􀀮􀀮􀀭􀀭􀀺􀁾􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀁾􀀺􀀭􀀮􀀭.. ....::-;.... 􀀻􀀮􀁾􀀭􀁾􀁾􀀭􀁾.• :--􀁾􀀮􀀭􀀭..􀀭􀀭􀁾􀁾􀀮􀀻􀀺􀀢􀀮􀀺􀀮􀀮􀀮􀀭􀀺􀀭􀀻.􀀮􀀮􀀻􀁾􀀮􀀺􀀺􀀮
􀀮􀀬􀀺􀀭􀀭􀀧􀀻􀀮􀁾􀀺􀀭􀀺􀀺􀀭􀀮􀀭􀁾􀀻􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀭.􀀮􀀮􀀺􀀮􀀮􀀻􀀬􀁾􀀮􀀠-. 0+ :: ......􀀭􀀮􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀽􀀭􀀭􀀭􀀭􀀮􀀺􀁾􀀭􀀭........... 􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀀽􀀮􀁾􀀭􀀭---􀀭􀁾:: ;.....!'::i"!..,..:,..
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----t 􀁾􀀠􀁾􀀠􀁾􀁊􀀠􀀺􀁾􀀸􀁾􀀠􀁾􀁾􀀠t5 􀁾􀀠.II) , is ' SJ'S REST AURANT POTBELLY :, 􀁾􀀠!I:(!): AND BREWHOUSE SANOWICH WCfiKS , '<'1",/,'-" TEXAS OE BRAZIl.. PEl 'WEI THOMAS REPROGRAPHICS,
, 􀁾􀀢􀀠'.: " ". ""-􀁾􀀮􀀠---..'.--" ." 􀁾􀀮􀀠: --􀁾..-􀀢􀁾􀀠􀁾􀀮􀀠: .-: : 􀁾􀀧􀀮􀀭: ..• \. CHAWS \, : : . : HlOISON 􀁉􀁾􀁒􀁏􀁖􀀠QUORUM J1BENEOICT'S I PURDY'S HAMBURGERS /« In -LIJ Z
::::; :t: .,U 􀁾􀀠% TRULUCKS STEAK .& SPECTRUM CEN-TER MAGIC TIME: MACHINE HOOTERS CRA8 SPECTRUM CENTER ..., 􀁾􀀠". -", .. 􀀺􀀬􀁴􀁾􀀱􀀠: : . : : :,: :.,;; '\..: : -", : " '': --" ..-----:
! BELT LINE RO,6D 􀀮􀁾􀁾􀀠.􀁾􀁾􀁾􀁴􀁟􀀭􀁣􀀭􀀻􀀮􀀺􀀭􀁾􀀠􀀻􀁾􀀭􀀺􀁾􀀠:',--, 􀁾􀀠"• Hl01SON WALK CHEVRONTHOMAWIU.E FURNITURESTRIP CENTER GAS STATION .. o 50 100 150 200 SCALE IN FEET 􀁌􀁅􀁇􀁅􀁴􀁉􀀩􀁾􀀠(
j) DIRECTiONAl ARROWt (' RIGHT TURN ARROW® Q) LEfT TURN ARROW STRAIGHT ANO RIGHT® Y TURN MRW " -4 STRAIGHT AND L.EfT@TURN ARROW ® lilY TYP.ELONOATEO L.ETTERS (j) XTYP.EL(N:;ATED RR MARKINGS
RI! @---PUppy TRACK UNES @== CROSSWAlK LINES @-STOP llNES NOTES: 1. LOCATION OF PAVEKNT MMKINGS SHOWN ARE APPROXIMATE OM.Y. FiNAl LOCATIONS WILL aE AS DIRECTED By THE OWNER'S REPRESENTATIVE.
CONTRACTOR TO FOLLOW DESIGN CRITERfA SET rmTH IN TXDOT PAVEMENT MARKING AND THE TEXAS MANUAL Cf' UNIFORM TRAFFIC CONTROL OEVICES. 2. TRAFfiC BUTT(»iS/MAAKERS NOT SHOWN. SEE SHEET 3 Fm
STANDARD DETAILS. 3. CONTRACTOR SHAll. REPLACE: AND MATCIi EXISTING TRAfFIC MARKERS/SUTTONS AND STRIPES ON NEW PAVEMENT AREAS OF ALL SIDE STREETS ANO ORIVES. USE ITEM PAVEMENT MARKING
CONTINGENCY FOR PAVEKNT. nt£ SEAl. ON THIS DOCUMENT wAS 􀀮􀁾..nl1MIZEO av . , WHo. SCOTT Ft.:RBES i P.E:•• &7223 ON , 􀁵􀀻􀀩􀁾􀁓􀁅􀁐􀀭􀀲􀁴􀁸􀀱􀀴􀀠BELT LINE ROAD MARSH LANE TO DAlLAS
NCI!TH TOLLWAY PAVEMENT MARKING PLAN STA 88-+00 TO END 􀁾􀁍􀀠􀁾􀀵􀀠TOWN OF ADDISON. TEXAS • _CI Of• .....sF ar-n QI'!l !L!.m 5CIU 􀁾􀁔􀁾􀀠Slittl Mlo··L____________􀁾􀁟􀁾􀁾􀁾􀁾 4 OF 4
C/Ioo.... .DI Chick WSI" ';l£PT 04 T'o!.O' 􀁾􀁏􀀡􀀱􀀶􀀠 11 
----o so 100 150 200 STRIP CENTER PAlM BEACH 􀁔􀁁􀁾􀀠CHJPOlTE CHICK..fll-A .... MCOON/lJ.O'S .. -. eELT LINE ROAD ." '-'--. ---,' '-'-􀀧􀁾􀀧􀀢􀀮􀀺􀀠-::.: -. '. ,,® 􀁾.. . 􀁾􀁉, . " ,,'
HERReRA'S NEXICAN FOOD'\ PAYlESS SHOES /BLOCKBUSTERf' EXXON/wENDY'S COfFEE HOUSE ,I,.,, " , , , , " , JOE'S CRAB SHACK '"-. I " i I WEllS FPRGO BANK 􀁾􀀠.,. , -' -' .. -' ' .-' .-. 􀀮􀀢􀁾􀂭􀀮􀀬􀁾􀀠.
IH<P SCALE IN FEET LEGEIII: Ci) t DIRECTiCWIl HmOW RIGHT TURN ARROW® i' @LEFT TURN ARROW" STRAIGHT AND RIGHTGl fr TURN ARROW i C> STRAIGHT AND LEFT I") TURN ARROW® "4 N « ® alJ TYP.ELONGATEO
LETTERS I(I) I.IJ T¥P,ElQNGATEDIJJ XZ RR MARKINGS i ::; G III! @---PUppy TRACK LINES ®== CROSSWALK LINES @I-STOP LINES NOTES; 1. LOCATION OF" PAVEtoENT MARKINGS SHOWN AIlE PPPROXIMATE
ONLY. FINAL LOCATla.5 WilL BE AS OIRECTED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR TO Fa.LOW DESIGN CRITERIA S£T 􀁆􀁾􀁔􀁈􀀠IN TXDOT PAVEMENT MARKING AND THE TEXAS MANUAl rE UNIFORM
iRAfFIC CONTRa. DEVICES. 􀀲􀁾􀁔􀁒􀁁􀁆􀁆􀁉􀁃􀀠BUTTONS/MARKERS NOT SHOWN. SEE SHEET SHEET :5 FOR STANDPRO DETAILS. BELT LINE ROAD MARSH LANE TO DALLAS NORTH TOlLWAY PAVEt£NT MARKING PLAN
BEGIN TO STA 36+00 TOWN OF ADDI SON • TEXAS STRIP CENTER 3. CONTRACTOR SHAlL REPLACE AND MATCH EXISTING TRAfFIC MARKERS/BUTTONs AND STRIPES ON NEW PAVEMENT AREAS rE AlL SIDE STREETS
AND DRIVES. USE IT£M PAVEMENT MARKING CONTINGENCY 􀁆􀀢􀁾􀀠PAVEM!NT. THE S£AL ON THIS OOOUM£NT wAS NJffiCfUZED BY WM. SCOTT FCfiBES PL_ 81223 ON IO-SEP-2004 
----o 50 100 150 200 SCALE IN FEET L£CEI[): DIRECTIONAL AAAOW(j) t RIGHT TURN ARROW® i' Q) "I LEFT Tl,JRN ARROW MINI sTORAGE JIFFY LuBE STRAIGHT AND RIGHT JASON'S DELI @r STRIP MALL
PAPPAS PIZZA VACNiT BUILDING TURN ARROW BELT LINE ROAD STRAIGHT AND LEFT:::.. 􀀷􀁾􀀠J ® wi TURN ARROW." 􀁾􀀮􀀠􀁾􀀭. ® illY TYP.ELONGATEO LETTERS (j) XTYP. ELCHGATED RR MARKINGS I VAC!>NT
eUIl.01NG RR @---puppy TRACK LINES( @== CROSS WALl< LINES @l-STOP LINES NOTES: 1. LOCATION Of PAVEKNT MARKINGS SHOWN ARE ,6PPROXIMATE ON!. Y. FiNAl lDCATIOOS wiLL Be: AS DIRECTED 8Y
THE OWNER'S REPRESENTATIVE. CONTRACTOR: TO FOlLOW DESIGN CRITERIA SET 􀁆􀁾􀁔􀁈􀀠IN TXOOT PAVEMENT MAAKiNG AND THE TEXAS MANUAL r:F UNIFORM TRAFFIC CONTROl.. DEVICES. 2. TRAfFIC SUTIONS/MMKERS
NOT SHOWN. SEE SHEET 3-FOR SfANDARO DETAilS. 3. CONTRACTOR SHALL REPLACE AND MATCH EXISTING TRAFFIC MARKERS/SUTTONS AND 􀁓􀁔􀁒􀁾􀁓􀀠oN NEW PAVEMENT AREAS Of ALL SIDE STREETS AND DRIVES.
LISE ITEM PAVEMENT MARKING CONTINGENCY FOR PAvEt€NT. HOUDAY INN ;--..' 􀁾􀀠. -.. -, . -". : -. : . '. : -. -. -. -..... ":"":,: ••• 􀁾􀀪􀁟􀁷􀀠••••• /􀁁􀀮􀁾􀁏􀁉􀁁􀁍􀁏􀀠ITALIAN' RESTAURANT
',.. 􀁾􀀠􀁾􀀠. .-􀁾􀀮􀀺􀀠.",. . . CITGD FOR!.£R : M S£Al. 00 nHS , OOC\If\lEmBELT LINE ROM) , WAS AlJTHOFh2ED BY , WM,. scon FCRaES P..£." e122l ON lo--sep-:200"l "• -: 􀀮􀁾􀀮􀀠􀁾􀀮􀀭-.-'w'
-.-'.' -.--􀁾"':" --.. --.􀁾􀀠.:;-.-/:: ..' ... -.-'-:-".-" --"• ,1 BAKER BROSI AMt:RICAN O£t I '"SAM$ CLUe F'INA GAS S1AllONDUKE'S ORIGINAL ROAD HOUSE BELT LINE ROAD MARSH LANE TO DALLAS
NORTH TOlLWAY "" RtVrsu:wi i : 􀁾􀀠􀁾􀀮􀀠􀁾􀀮􀀲􀀠􀁖􀁾􀀠􀀺􀁾au PAVEMENT MARKING PLAN 􀁾􀂧􀀠STA 36-tOO TO STA 62-tOO 􀁾􀁡􀀠Dldf! VSf ,",lin Qf5 DAlE SCM e1' tIC!. S'H£I::T IC 2 OF.; 􀁾􀀬􀁑􀁉􀀠ChII<:k
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􀁁􀁾􀁄􀁄􀁾􀁉􀁅􀁓􀁾􀁏􀁾􀁎􀀳􀂷􀁾􀁔􀁅􀁾􀁘􀁾􀁁􀁦􀁓􀀵􀁛􀁾􀀠 9 
----o 50 100 150 zoo OLIVE GAROEN SCALE IN FEET il ,I ". LECEIC,'. i. " (j) t DIRECTIONAl... ARR"DW" (' RIGHT TURN ARROW® LEFT TURN ARROWQ) ... COBBlE STONE SHOE REPAIR' t DENNY'S HOMEWOOD
SUITES STRAIGHT AND R1GHTMOTEL 6 @i TURN ARROW , MARKET fISH CRilL rr(. , CHNI.9ERL IN '_":...."-'---'--, ...-,I " STRAIGHT AND LErT'....... ® -4􀁾􀀬􀀠TURN ARROWBELT LINE ROAD < ® lilY
TYP.ELONGATEo LETTERSI.m • . -• LIJ (j) X􀁔􀁙􀁐􀁾􀁅􀁌􀁣􀁴􀁦􀁇􀁁􀁔􀁅􀁏Z . vic:. 􀁾􀁾􀀮􀁾􀀠::; RR MARKINGS•• 􀀮􀁾􀀠􀁾􀀠:-􀁾􀀭􀀺􀀭􀀺􀀭􀀺􀀭􀁾􀁾􀀺􀀺􀀧􀀠􀀺􀀮􀁾􀁾􀀯􀁉􀁴􀁦" ,c: is l1liSAM'S
BOAT CLAYON THE 􀁂􀁾􀁄􀁅􀁒􀀠 CHILI'SSEAFOOD RESTAURANT " t PUppy TRACK LINESPITfOGO DE CHAO TOKYO ONE i ®-®==. CROSSW.oLK LINES @I-STOP LINES NOTES: 1. LOCATION fS PAVEf'iENT MMKINGS
SHOli/N ARE APPROXIMATE ONlY. FIN.oL LOCATIONS WILL BE AS DIRECTED BY THE OWNER'S REt>RESENTATIVE. CONTRACTCfi TO fOLLOW OESIGN CRlTERIA SET FCRTH IN Txoor PAVEMENT MARKING AND THE TEXAS
MANUAl fS UNIFORM TRAFFIC CONTROL DEVICES. 2. TRNF'IC SUTTONS/MARKERS NOT SHOWN. SEE SHEET :5 FOR STANDARD OETAILS. 3. CONTRACTOR SHALL REPLACE AND MATCH EXISTING TRAFFIC MAAKERS/BUTTONS
AND STR IPES ON NEW PAVEMENT AREAS OF ALL SIDE STREETS AND DRIVES. USE ITEM PAVEMENT MAAKING CONTINGENCY MACARON! GRILL BELTWOOO RESERVOIR SELTWooo RESERVOIR BELTWOOO RESERVOIR LONE
ST AR BANK BELTWOOD RESERVOIR AND PUt-P STATION CENrENNI AI... BEER FOR PAVEfoENT,AND PUt-P STATION AND PUMP STAflON AND FUMP STATION .' __ 'R._ •• _.",,·.-:: .-􀀺􀁾􀀧..'-..:'../...􀁾...
􀁾..􀁾􀀠􀀮􀁾.. 􀁾􀁲􀀢􀀧􀀢􀀠'Il<i.J --_... --. .. --.. --BELT LINE ROAD M SEAl... ON THIS -"1 .... ,.,.-....-............ -.... 􀁾􀁟􀀠.􀀮􀀭􀀭􀀮􀀮􀀭􀀺􀀺􀀮􀀮􀀭􀀭􀀮􀁾􀀠 II 0 ;:: : :".:.:,.
". -. ". -. '. '. -. -: '. '. -. -. OOCO""'" WAS ..wTHC:alZEO ey WM. SCOTT FffiB£S PoE•• 81223 ON... 􀁾􀀠IO-SEP-200-4:/" : :e : 􀁾􀁾􀁟􀀺􀁔􀁄􀀮􀁴􀁍􀁬􀀭􀀺􀀭••• -􀁾􀀠,<v. 􀁾􀀱􀀠.􀁾􀀠..
-..􀁾􀀠-. '. '. 􀁾􀀠. --;" ... ". .... ' REMINGTON'S, ": r:\'\{! 􀁣􀁾􀀺􀀷􀁲􀀧􀁎􀁾􀁾􀀻􀁏􀁎􀀠KINKO'S PALAZZO JEWLERS I ......\ @® CRILL SEAF'OOO WINE 2. SPIRITS .Lit ,I ' t 􀁾􀀠ID BELT
LINE ROAD􀁾􀀠U NO MARSH LANE TO DALLAS NORTH TOlLWAY .5, 􀁾􀀬􀁩􀀠􀁾􀁾􀀠PAVEMENT MARKING PLAN .􀁾􀁾􀀠STA 62-tOO TO STA 66-tOO 00I1\9'i ygt QrQ"" CFS DAlE SC.IU: f'!fCt.£CT NO. 5.:Hl!ltf
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