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Post-It" Fax Note 7671 To PhOne # Fax. Payment Bond American Automobile Insurance Company Bond #11133338191 777 San Marin Drive Novato CA 94998 415-899-2000 􀁾􀀢􀀠􀁾􀁲􀁾􀁾fr-􀁾􀁾􀁴􀁊􀁾􀀠􀁾􀁾􀀿􀀠J.1'f
-.3Sg--bSJ'/􀀺􀁳􀀽􀁴􀁾􀁾􀁨􀁾􀁾􀀠 􀁲􀀬􀁾􀁢􀀠􀁴􀁤􀀻􀁾􀀠􀁦􀁲􀀭􀁾􀀠 􀁾􀁾􀁲􀁾􀀠􀁾􀁴􀁌􀀭􀁯􀁾
1-29-1999 3,alPM FROM FINANCE 972 a5e 7096 􀁾􀀠-' P. 1 Bond No. 11133338191 PAYICINT I.QKR STAT! OF TEXAS COUNTY OF DALLAS Date Bond 􀁅􀁺􀁥􀁣􀀮􀁴􀁥􀁤􀀺􀁟􀀴􀀺􀀮􀀮􀀮􀀺􀀮􀀺􀁦􀁦􀁴􀁾􀀧􀀻􀀮􀀮􀀮􀀼􀀦􀁟􀀠
PRINCIPAL: ____􀁾􀁅􀁾􀁤􀁾􀁂􀁾􀀡􀁡􀁬􀁬􀁾􀁃􀁾􀁯􀁾􀁮􀁾􀁳􀁾􀁴􀁲􀁾􀁵􀁾􀁣􀁾􀁴􀁾􀁩􀁾􀁯􀁮􀁾􀁾􀁾􀁾􀁰􀁾􀁡􀁵􀁾􀁹􀁾_______________________ 10605 Harry Rines Blvd., Dallas. TX 75220 SURETY: ________􀀺􀁁􀁭􀁾􀁥􀁾􀁲
􀁾􀁩􀁾􀁣􀁾􀁡􀁾􀁮􀁾􀁁􀁾􀁵􀁾􀁾􀁾􀁯􀁭􀁾􀁯􀁢􀁾􀁩􀁾􀁬􀁾􀁥􀁾􀁉􀁾􀁮􀁾􀁳􀁵􀁾􀁲􀁾􀁡􀁾􀁮􀁾􀁣􀁾􀀡􀁟􀁃􀁾􀁯􀁾􀁭􀁾􀁥􀁾􀁡􀁾􀁮􀁾􀁹___________________ PENAL SVII OF BOND (ellPres,s In words .nd tlcures):
Three Million, Nine Hundred Forty Thousand, Two Hundred Seventy Seven and No/lOO Dollars ($3,940,277.00) DATE OF CONTRACT: ______________--__________􀁾􀁦􀁾􀀰􀁾􀁲􀁾􀁐􀁾􀁡􀁾􀁶􀁾􀀱􀁾􀁮􀁁􀁧􀁾􀀡􀁾􀁓􀁾􀁾􀁾
􀁯􀁾􀁲􀁭􀁷􀁾􀁡􀁾􀁴􀁾􀁥􀁾􀁲􀁾􀀬__ Water. Wastewater, Signalization, STreetscape, and Miscellaneous Improvements Arapaho Road from Addison Road 􀁾􀁯􀀠Dallas North Tollway . KNOW ALL liEN
BY THESE PRESENTS, tbat we, the PRINCIPAL and SURETY above na.ed, are lIeld lirllly bOllnd unto the Town of Addison, Telltas, hereinafter called tile OIl'NER, 1n the penal sua of tile
,.ollnt stated above, tor the pa:vaent of "Ideh .Ill. well and truly to be .ade, we bind 01lrs8h8l1, our heirs, ezecutor., adallnlstrators and successors, Jointly and severall)', I1r1Dl:t
by tb"se presents. TH! CONDITIONS OF TH[S OBLIGATION ARE SUCR that, "he!:'..as tbe PRINCIPAL enter"d Into a certain Contract with the OWNER, numbered and dated as shown above and attacbed
hereto: NOW THEREFORE, it tbe PRINCIPAL sllall prompUr l1&li;8 pa;)'IDent to all p"l'sons luppl.,lnl labor and _terlals In tis" prolecuUonot the 1'01'111: provided tor in said Contract.
and an., and all dul., a.tborlled .odillcations of said Contract tbat .a., Isereattel' be .ad8, noUoe of wblcb IDodlflcaUons to the SURETY beln, h"reby watved, then tbls obll,aUon to
be vold, otherwise to !:'..IDain III tull torce and virtile. PyB-t 
FROM FINANCE 972 450 7096 p.2 IN WITNESS WHEREOf', the above-bounden parties bave ellecuted this instrument under their several seals on the date Indicated above, tbe naae and corporate
seal of eacb corporate party being hereto affixed and tbese presents duly Sillled by It. undersigned representauve, purauant to authority of Its ,overnln bod;:r. 8y: 􀁾􀁾􀁾􀀺􀀭􀀭􀁟􀁾􀀻􀀻􀀠.....
, Addreu: 10605 Harry es Blvd. »'ll18S, IX 75220 Rpbhi Morales. Attorney-in-fact Address: 1999 Bryan, UIIOO DAllas. IX 75201 (Surety to Attacb Power of Attorney) CERTIFICATE AS TO CORPORATE
I'RlNCIPAL I ".." P,P,1l , certll,. tbat I am tbe secretar,. of the corpor"Uon mimed as PRINCIPAL in the withtn bond that 􀁾r,Ma! . wft:. :s'gned the lIa.d bond on bebalt 01 tbe PRINCIPAL,
Is tile 'tIw!vr Of said corporation; tllat I /mOlll' 111& &lenature, and lib stlnat",re theret trenU"2B; and tbat said bond was dill, Signed, sealed and at 􀁾.. er...R. 􀁾..Wv ; . It
d tor and In behalf of "aid corporation by autborU, of &trov rninl body. (Corporate Seal) P,B-2 
P.3 KNOWAU.MEN 8'1'11IlSEPRflIENTS, That AMERICAN AuroMOBllllNSlIRANCECOMPANY••Corpora.....duly0Zi-􀁟􀁾􀁟􀀠 IlIellWloflheSW••f Miuouri. _ ..." ..Itsp.M<:ipol.rr...iIItile CowItyof5l.
LoW.SUl<ofMil«luri.1wIlII.Ide.",__...d .ppoi.,cd._ dOlS by ___•.....u,..._appc;.., JERRY P. ROSE. TOMI J. BRAUN. DON E. CORNELL, L. RAY PITTS. JR., ROBBI MORALES. jointly or severally
FROM FINANCE 972 450 7096 AMERICAN AuroMOBILEINS1JRANCECOMPANY _10 bllld """ 􀁾III,... fuQy _10 Il10...,,. __ .. _ willllhe _.MIl or <he..IfRItII boIoII_""""b\>' Il1o Pligjd 􀁾_<lilly_
b\>' Its􀁾I><n!I7y 1lIl.i!yIaa_....-.,1lItim!besaidAllA>-rto}io-l'lI<I_do... th. PI=-. TIUo_.f"'0RIC)i>1IOJllId_lo_$Vll.Seo:tl...􀁾􀀡􀀰􀁉􀁉􀁉􀁉..orll)!.!D$ofI\.lltelUCANAuroM081ll1MSUu.NQiCOMPANY_iII
fulir......aderr.... . .. AI1IdtVD.A;:,J:6a:,.ar..,AfIt/IfHII.101J1r:ridmSc:act&i.Alti,.q-/IJ..,., ..A#ilgl• 􀀮􀀮􀀮􀀮􀀮􀀬􀀬􀀬􀀬􀀬􀀬􀀮􀀬􀁉􀀡􀁴􀁯􀁯􀁴􀀺􀁡􀀬􀀬􀀮􀀬􀀬􀀬􀀬􀀬􀀬􀀮􀁾􀀠_ a. AjIp.Iu,,"••r.
n.CIaoInau orllle 800nI or -......._.UJ __"'111''''''_...-.,...__of __lilt CII&Inaaa 0I'1IN _or􀁾lhe'-or•.,_I...,.__10 _.appollst __out Sc<w1tU1u""" 􀁁􀁉􀁉􀁾􀁉􀁏_1.Kl'",."Woolf of IIIoCOlpomloa
oadA&nt>lO....kpl_.._._IVr..d••WooIf.flllc c.fOi fL.. _ ...Allf6wltr.n.......,oI'___􀁓􀁯􀁭􀁉􀁉􀁵􀁉􀁯􀁉􀀬􀁁􀁾............_ ......"....nW"'....__􀁮􀁾 _.,...._Ally...b"l7l>Olal....I..IlI..--,"'.........
.,._...........cuy_Ii.r....8oonIof_....'b\>'IIIl'__ .waadlO .ae..",,,iIteeId" Tbis _ or _ is "-"__._oad 􀁾􀁹II!o .U!hori!y of IlIe r.uowm, _u,;"""""""'".,. ,be ...., or 􀁾of AMEliUCAN
AuroMOIllUi INSURANCE COMPANY ............duly called.kdd OIl IiIe 310. <loy or July, I"'.md said IIaolulloD 1100 .... "'" -..IOf repeoIod! "IUISOLVED. _1iIe fisual1lrO or _ v....􀁾􀀮􀁾􀀬Socmaty,
.._ ......... --..of lIIiI 􀁾...the RaI or lIIiI CoIpor_....y...,r..OIIorprint<d....powtrofm_""...y....-af__afottOm<Y....""any.....ufb..-.tl>omo.l>yr-. ___of_....y,.._ or""ypo_of__or
ecnif"*,,_,,,...<k 􀁦􀁬􀁃􀁬􀁩􀁭􀁩􀁬􀁯􀁾􀀢_ ocoI oboII be..u.t....biDdlq __UIe C:orpomIoa!' IN Wil1'II!SS WHEUOI'. AMEllICAN AuroMOIIIUi IMSURANC'I! COMPANY Iw",""".-_10bo lipcd.,. i10
Vi............. _ i10 􀁟􀀮􀁳􀁣􀁯􀁬􀁬􀁏􀁬􀀡􀁯􀁟􀁬􀁏􀁾􀁬􀁉􀁉􀁩􀁉􀀠23rd .s..of September 19-2:L. 􀁾􀁏􀁆􀁃􀁁􀁕􀁬􀀧􀁏􀁒􀁎􀁬􀁁􀀠}COUNTY OFMARlN ... CD'''' 23r<l .1_ September 97 M. A. Mallonee-...,or
19 __.l>ef__P<...-..oIIy..... • 10 me know....bo. bCiua I>y ...duly '''''rD.<lid .........<I "Y' 1110' be is Vlce·I'noid<lll orAMElUCAN AUTOMOBIU:' INS1JIIANCE COMPANY. tho CorpomWa_bod.....dwhimc:u:
<utcdUle_I-=••w'hc_IileRal.r...4Corporuioa.tIm........_t.llIesaidias_i.1WlI ......-MII,llIaJlt_IO.Ir_byonltroflllclloaldofDin<:lonofsaidCmpomjoQaad.bo!htoi!lno<lhis.....1hc>otoloYlikconkr.
INWIn<IlSSS WHDI!OF, 1110",bcf_..."'f_4""d .Ir....my _ ocoI.lIlc.s.."""'"_11m__wrIl1.... 􀁉􀁾􀀠Slpod-_..Iilec:;oWIIY.IMlrila.DOIedllle___dayOf____________________.I9__. 
1-29-1999 3.42PM FROM FINANCE 972 450 7096 • IMPORTANT NOTICE TO OBTAIN INFORMATION ORMAKE A COMPLAINT: YOU MAY CONTACT THE TEXAS DEPARTMENT OF INSURANCE TO OBTAIN INFORMATION ON COMPANIES,
COVERAGES, RIGHTS ORCOMPLAINTS AT: 1-800-252-3439 YOU MAY WRITE THE TEXAS DEPARTMENT OF 1NSURANCE: P. O. BOX 149104 AUSTIN, TEXAS 78714-9104 FAX 1# (512) 475-1771 PREMIUM OR CLAIM DISPUTES:
SHOULD YOU HAVE A DISPUTE CONCERNING YOUR PREMIUM OR ABOUT A CLAIM YOU SHOULD CONTACT THE AGENT OR COMPANY FIRST. IF THE DISPUTE IS NOT RESOLVED, YOU MAY CONTACT THE TEXAS DEPARTMENT
OF INSURANCE ATTACH THIS NOTICE TO YOUR POLICY: THIS NOTICE IS FOR INFORMATION ONLY AND DOES NOT BECOME A PART OR CONDmON OF THE ATTACHED DOCUMENT. I 
..• 􀁌􀁾􀁾􀀭􀀨􀁾􀁾􀀩􀁾􀀠. 􀀤􀁲􀁾􀁾􀁾􀀥􀀠.􀁾􀁬􀁕􀁕􀀭􀁦􀁾􀀠􀁾􀀠􀁻􀁊􀀲􀁦􀁾􀁤􀁾􀁟􀁾••• 􀁎􀁾􀁾􀁾􀁴􀀺􀁌􀀮􀀭􀀫􀁾􀁟􀀠􀁾􀁾􀁾􀁾􀁲􀀭􀁾􀀠􀁾􀂷􀁾􀁴􀁴􀁤􀀭􀀿􀀨􀀠􀁾 􀁦􀀯􀁶􀁌􀀭􀁾􀀮􀁾􀁾􀀿􀀠􀀨􀁾􀀠􀁕􀁾􀁾􀀩􀀠􀁾􀁦􀀮􀀭􀀭􀀮�
�􀀮􀁁􀀠􀁾􀀠-/1v-􀁦􀀧􀀭􀀱􀀭􀁦􀁁􀀯􀀧􀁾􀀠2 
HUITT-ZOLLARS, INC; 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 811·3311 TO 􀁉􀁄􀁾􀀮􀀮􀀮􀀮􀀠0 t AJ."t.r_ -fJ.,.tk", bJ.d4r eO, OCf. 144OATE , Is,jCl:L -q8 A.TTr.:NTION
J/"", I"'·al-1771..-",,} l?./v;.,FIE; A. I A l /I. J • WE ARE SENDING YOU XAttached 0 IM-""".u' .!./_____the following items: Under separate caver via_... ...... o Shop drawings o Prints
o Plans o Samples o Specifications o Copy of letter o Change order M &oaJ,. COPIES I DATE NO. RAil. -rJ....,'J DESCRIPTION /..."'{/".t i􀁾􀀨􀁾􀀮􀁊.j,t .. J [ ... , it i:f f. ,.hl " A"",'
.J.' 􀁾􀀬􀀠k.., .1-:.4 .sf-> j • , ! THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit__copies for approval )(For your use o Approved as noted
o Submit __copies for distribution o As requested o Returned for corrections o Return __corrected prints 0 ____________________ o For review and comment o FOR BIOS DUE _________",___
0 PRINTS RETURNED AFTER LOAN TO US REMARKS________________________________ _ ____ COPY TO__________________________ 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀀮􀁟􀁅􀀺􀀻􀀺􀁾􀁟􀀮􀀮􀀮􀀮􀀻􀁾􀀨􀀡􀀺􀀺􀀺􀀺􀀺􀁦􀁬􀀮􀁾􀁤􀁣􀁾􀀮_____

III .8 o.s::: Cl. 
FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354-0787 DALLAS. TEXAS 75220 October 14, 1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas Nortb Tollway Town ofAddison Dear
Mr. Pierce: As you are aware, OUf specialty concrete subcontractor, North Texas Bomanite, Inc. (NTB), requested clarification regarding the steel placement details fur the sandblast
finish concrete at the intersection ofQuorum Road and Arapaho Road. Based upon our October 12, 1998 phone conversation, it is our understanding that the typical sections on sheet P-2
would govern regarding the steel placement at that intersection. Based upon the typical sections and our phone conversation, NTB intends to pour that intersection with #3 bars on 18"
centers. Ifyou have any questions regarding this information or ifour understanding ofyour intent is incorrect, don't hesitate to contact our office. 􀁳􀁾􀁥􀀺􀁴􀀬􀀠E􀁾rliOO 􀁣􀀧􀁭􀁾􀁹􀀠Robert
D. Weber Project Engineer xc: Mr. Fred Bailey, Nortb Texas Bomanite, Inc., 11107 Morrison Lane, Dallas, Texas 75229 AN EQUAL OPPORTUNITY EMPLOYER 
--_. thirty-two (32) detector outputs. 2. Sixty-two (62) pin YO cable for interconnecting the VTU to the inputs to 1 the traffic controller via the cabinet backpanel. 3. High Resolution
If3n -inch fonnat ceo Imager Camera with a minimum 4 Of525 lines ofresolution. Sunshield shall extend a minimum ofsix (6) inches beyond the front ofthe camera housing. Focal length for
lens shall be determined at time ofsite survey. 4. Camera Interface Panel set up for six (6) cameras. 1 5. Camera Mounting Bracket, "J" type , Pelco Model EM2000. 4 6. NEMA3 Galvanized
Junction Box, H=I2", W=8", D=4". For interfacing 4 camera to pole. Each box contains an EOCO Model CX06-BNCY LPU and a three (3) position terminal block with minimum 10-32 Pan Head Screws.
7. Camera Field Cable with quick disconnect MS-connector for 4 interconnection with video and power in the junction box: 8. BNC Connectors for interconnecting camera to VTU. As Required
9. Belden 8281 Coaxial cable for video output from camera to VTU. As Required 10. Power Cable, minimum 3C-I4 AWG for supplying 120 VAC As Required from cabinet to camera, IMSA Type 20-1
11. Personal interface upload I download device shall be a portable PC as specified by the Owner. 12. TV Monitor as specified by the Owner 1 13. Dial-up Modem as specified by the Owner
1 14. Power Conditioner for VTU as specified by the Owner. 1 15. Training on VTU System Operation, Set-up, and Maintenance 16 hours 􀁊􀁄􀀭􀀯􀁾16. Supervised installation and testing
ofsystem. Factory certified 16 hours representative shall be on-site during installation. mttvh-􀁗􀁾􀀠􀁾􀀱􀁴􀀭􀀭􀁾tiu-. 􀁾􀀠􀁾􀁷􀁴􀀭w-cuJ: . 􀁾􀀯􀁾􀁾􀁾􀁾􀀠􀁈􀀻􀁉􀁐􀁒􀀮􀁏􀀮􀁉􀁜􀀡􀀩􀁬􀁉􀀷􀀷􀀲􀀰􀀱􀁜􀁆􀁬
􀁎􀁁􀁌􀁾􀁓􀁐􀁅􀁃􀁓􀁾􀀠tiz... 􀁾30 
􀀻􀀻􀀧􀀻􀀡􀁶􀀧􀀮􀁩􀁾􀁾􀀻􀀧􀀺􀀻􀁾􀁾􀀻􀀮􀀮􀀡􀂮􀀠October 14, 1998 PUBLIC WORKS DEPARTMENT Post Office Box 9010 Addison, Texas 15001-9010 (972) 456-2871 16801 Westgrove Mr. RobertD. Weber,
Project Engineer Ed Bell Construction P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho Road Signalization Improvements Dear Mr. Weber: This is to reduce the following signalization
quantities for this project: L Reduce Item 438 from 3 to 1 (install personal portable PC) 2. Reduce Item 439 from 3 to 1 (furnish personal portable PC) 3. Reduce Item 442 from 3 to zero
(furnish TV monitor) 4. Reduce Item 443 from 3 to zero (install TV monitor) Additionally, there is a lump sum of$15,OOO (Item 445) that is for adjusting traffic signals during construction
at the intersection ofArapaho Road and the Toll Road. This item most likely will not be used, as the signals at that intersection belong to the City ofDallas, and the Town is in the
process of making an interlocal agreement with Dallas that states Dallas will make the signal adjustments Please give me a call ifyou have any questions. Very truly yours, Town of Addison
J es C. Pierce, Jr., P.E. sistant City Engineer cc; John Baumgartner, Director of Public Works Charles Mitchell, Signal Technician Dave Wilde, Public Works Inspector 
FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 October 14, 1998 Mr. James C. Pierce, Jr., P.E.
Assistant City Engineer TOWN OF ADDISON P.O.Box 144 Addison, Texas 75001 RE: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear Mr. Pierce; In accordance
with Item 10, DBEIMBE Requirements, Section AB, Advertisement for Bids, we are submitting evidence of our Good Faith Efforts to obtain DBEIMBE participation for the . referenced projecL
When we examined the various bid packages available for participation on this project, we identified the utility package consisting of storm, water and sewer lines and their various
appurtenances as a major source of potential participation for qualified DBEIMBE firms. Also, we identified the electricaVsignal package, hauling, pavement markings, barricades, and
sawing/sealing of concrete. Due to the complex nature of the iandscaping/irrigation/underdrain scope, scope, special concrete flatwork, and hardscape packages, we eliminated them as
a source of participation. We self perform excavation, concrete paving, lime stabilization, and cleanup functions with in-house crews. Attached you will find the Notice we faxed to Dowager
Construction, Omega Contracting, and K&S Utility Contractor outlining the scope of the utility package. Both K&S and Dowager declined to bid the project. We received a bid from Omega,
but it was not economically feasible for this project_ Also, you will frod attached a copy of the notice we faxed to Sharrock Electric and S & J Electrical Service outlining the scope
of the electricaVsignal package. Once again, both declined to bid the project. However, we received a bid from Mel's Electric Service utilizing Integrated Roadway Services as a subcontractor.
We understand that IRS was a TXDOT-approved DBE at the time of the bid opening. We will forward that information when we are able to confirm their status. We have also attached copies
of the faxes sent to ASC Pavement Markings and Striping Technology, both DBE firms, outlining the scope of the pavement markings_ We received bids from both firms and awarded a contract
to ASC: We telephoned and received a quotation from TP Mex for the sawing and sealing of concrete pavement, and he 􀁷􀁾awarded a contract for performance ofthat work. We telephoned and
AN EQUAL OPPORTUNITY EMPLOYER 
Page 2 October 14, 1998 Addison Road Project; DBEIMBE received quotes from Clemons Trucking and Ted Alvarez Trucking for hauling. Both firms are hauling on the project. We requested
a bid from Lectric Safety Lites Company, a TXDOTapproved DBE for traffic control and barricades, but they were not economically feasible for this project. We requested and received a
professional services quotation for testing from Terra-mar and have issued them a purchase order for that work. We believe we have demonstrated a good faith effort in obtaining DBEIMBE
participation for this project. Please contact us if you need further information. Sincerely, 
NOTICE OF BIDDING PROJECT AM 8589 ADDISON -ARAPAHO RD FRM ADDISON RD TO DALLAS N TOLLWAY BIO ADD INFO: NO. 98-01 ESTIMATE: $3,500 000 ADDENDUM: PREBID: 11/10/97 3 PM AT ADDISON SERV
CENTER, 16801 WESTGROVE DR, A BID DATE: 11/18/97 2 PM TO OWNER ARCH/ENG: <OWNER: >CITY OF ADDISON, PURCHASING, 5350 BELTLINE RD, ADDISON 75240 (972/450-7090) PlANS: N/C FOR PLANS FRM
OWNER. PlANS ON FILE. NOTES1: BIN NO. 30 NOTES2: 001 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀬􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠202 15" CL III RCP 203 CL III RCP 18" 204 CL III RCP
21" 205 CL III RCP 24" 206 Cl III RCP 36" 207 CL III RCP 39" 208 CL III RCP 42" 209 TY A MH 210 TY B MH 211 DBl TY B HEADWALL 212 2" STONE RIP RAP TY A 215 6' STO CURB INLET 216 14'
STO CURB INLET 217 6' RECESS INLET 218 8' RECESS INLET 219 10' RECESS INLET 220 12' RECESS INLET 221 14' RECESS INLET 222 4' x 4' TY Y INLET 224 REM & DISP OF EX INLET 226 TRENCH SAFETY
227 TRENCH SAFETY 228 INLET PROTECT 301 4" PVC DR14 CL 200 WTR 302 6" PVC DR14 CL 200 WTR 303 8" PVC DR14 DR14 CL 200 WTR 304 GATE VALVE 4" 305 GATE VALVE 6" 306 GATE VALVE 8" 307 FIRE
HYDRANT 308 CONC ENCASE PIPE PIPE PIPE 312 WTR METER/VAULT & BACK FLOW PREVENTOR 313 WTR METER BOX & BACK FLOW PREVENTOR 314 AD) EX WTR VALVE COVER & STACK 315 AD) EX WTR METER BOX 317
CONNECT TO EX WTR SERV 318 TRENCH SAFETY 319 PERFORM WTR TEST 320 SDR35 ItIWTR PIPE PVC 8" 321 4' DIA MH 322 CONNECT TO EX MH 323 AD) MH TOP 324 CONC ENCASE 325 TRENCH SAFETY 326 TV
INSPECT OF ItIWTR MAIN 327 PERFORM ItIWTR LINE & MH TEST LF 34.00 LF 727.00 LF 156.00 LF 775.00 LF 529.00 LF 465.00 LF 162.00 EA 1.00 EA 3.00 EA 1.00 SY 290.00 EA 1.00 EA 1.00 EA 2.00
EA 1.00 EA 17.00 EA 2.00 EA 4.00 EA 1.00 EA 12.00 LS 1.00 LF 2894.00 EA 29.00 LF 20.00 LF 218.00 LF 1220.00 EA 1.00 EA 7.00 EA 8.00 EA 14.00 LF 40.00 EA 1.00 EA 2.00 EA" 5.00 EA 2.00
EA 5.00 LF 1458.00 LS 1.00 LF 497.00 EA 1.00 EA 2.00 EA 4.00 LF 20.00 LF 497.00 LF 497.00 LS 1.00 ED BELL CONSTRUCTION CO 214-358-6581 VOICE 214-352-3201 FAX 
"')TICE OF BIDD AM 8589 ADDISON -ARAPAHO RD FRM ADDISON RD TO DALLAS N TOLLWAY BID ESTIMATE: $3,500,000 ADDENDUM: PREBID: 11/10/97 3 PM AT ADDISON SERV CENTER, 16801 WESTGROVE OR, A
BID DATE: 11/18/97 2 PM TO OWNER ARCH/ENG: <OWNER: >CITY OF ADDISON, PURCHASING, 5350 BELTLINE RD, ADDISON 75240 (972/450-7090) 124 2" DIA PVC SCH 40 ST LIGHT CONDUIT 125 ST LIGHT FOUNOATION
126 ST LIGHT PULL BOX 401 SCH 40 PVC ELECT CONDUIT 2" 402 SCH 40 PVC ELECT CONDUIT 3" 403 SCH 40 PVC ELECT CONDUIT 4" 404 SCH 40 PVC ELECT CONOUIT 4" BORED 405 2 CONDUCT #6 XHHW ELECT
WIRE 406 #6 BARE ELECT WIRE 407 TY A PULL BOX 408 TY C PULL BOX 409 ELECT SERV CONNECT 410 TRAFF SIGN R10-12 MAST ARM MDUNT 411 TRAFF SIGN R3-8 MAST ARM MOUNT 412 TRAFF SIGN R3-4 413
SIG POLE CONC FOUNDATION TY 30-A 414 SIG POLE CONC FOUNDATION TY 30-B 415 CONTROLLER CABINET FOUNDATION 416 30" T BASE POLE w/32 , MAST ARM 417 30" T BASE POLE W/36' MAST ARM 418 30"
T BASE POLE W/40' MAST ARM 419 30" T BASE POLE W/44 , MAST ARM 420 12" 3 SEC SIG HEAD TY v3 421 12" 12" 4 SEC SIG HEAD TY VLT 422 12" 4 SEC SIGN HEAD TY V4RT 423 VACUUM FORM BACKPLATE
3 SEC 12" TCT 424 VACUUM FORM BACKPLATE 4 SEC 12" TCT 425 3 SEC ASTRO BRAC w/29" BANDS 426 4 SEC ASTON BRAC W/29" BANOS 427 PED SIG HEAD W/MOUNTING HOWR 428 BELDEN 8281 COAX CABLE 429
4 CNDR OPTICOM CABLE 430 5 CONDUCT SIG CABLE #12 AWG 431 7 CONDUCT SIG CABLE #12 AWG 432 3 CONDUCT SIG CABLE #14 AWG 433 5 CONDUCT SIG CABLE #12 AWG 434 16 CONDUCT SIG CABLE #12 AWG
435 PEO PUSH BUTTON &T10 4B SIGN ASSY 436 OPTICOM DIRECT SENSORS 437 OPTICOM DISCRIMINATOR MODULE 438 PORT PERSONAL INTERFACE UPLOAD/OOWNLOAD439 PORT PERSONAL INTERFACE UPLOAD/OOWNLOAD440
8 PH NEMA TS-2 TY 1 CTROL ASSY 441 VIDEO CAMERA W/MOUNT HOWR 442 TV MONITOR FURN 443 TV MONITOR INSTL 445 ADJ OF CITY TRAFF SIGS AT INTERSECT PERSONAL PERSONAL LF EA EA LF LF LF LF LF
LF EA EA LS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF EA EA EA COMPUTER EA COMPUTER EA EA EA EA EA LS 3700.00 20.00 18.00 3141.00 739.00 163.00 70.00
1070.00 1891.00 28.00 3.00 3.00 10.00 2.00 7.00 8.00 4.00 3.00 4.00 4.00 2.00 1.00 18.00 12.00 10.00 18.00 22.00 18.00 22.00 22.00 1672.00 1843.00 1038.00 862.00 1792.00 699.00 1462.00
22.00 11.00 6.00 3.00 3.00 3.00 11.00 3.00 3.00 1.00 􀁅􀁅􀁄􀀡􀁌􀀭􀀡􀁂􀁾􀁅􀀬􀀭􀀬􀀽􀁌􀀬􀀬􀀽􀁌􀀮􀀮􀀮􀀮􀀺􀁃􀁾􀁏􀀮􀀡􀀡􀀺􀁎􀀡􀀬􀀻􀀱􀁓􀀧􀀮􀀮􀀡􀀮􀁔􀁾􀁒􀁕􀁾􀁃􀁔􀁾􀁉􀁾􀁏􀀺􀁵􀁎􀀮􀀮􀀮􀀮􀀺􀁃􀁾􀁏􀀮􀀡􀀮􀀮􀀭􀁾􀀲􀀱􀁾
􀀴􀁌􀀺􀀭􀀺􀀮􀀺􀀡􀀳􀁾􀀵􀀸􀁹􀀧􀀺􀀭􀀽􀀮􀀡􀀶􀁬􀀮􀀮􀀽􀀵􀁾􀀸􀀺􀀽􀀮􀀱􀁟􀁖􀁾􀁏􀁾􀁉􀀢􀀢􀁃􀀢􀀽􀁅􀁟􀀭􀀭􀀬􀀬􀀲􀀬􀀬􀀬􀀬􀀱􀀺􀀺􀀺􀀡􀀭􀀴􀀭􀀳􀀵􀀲􀀭􀀳􀀲􀀰􀀱􀀠FAX ,. 
1 6569 ADDISON -ARAPAHO RD FRM ADDISON RD TO DALLAS N TOLLWAY BID )D INFO: NO. 96-01 3TlMATE: $3,500,000 ADDENDUM: ,(EBID: 11/10/97 3 PM AT ADDISON SERV CENTER, 16801 WESTGROVE DR, A
TO DATE: 11/18/97 2 PM TO OWNER ,(CH/ENG: <OWNER: >CITY OF ADDISON, PURCHASING, 5350 BELTLINE RD, ADDISON 75240 (972/450-7090) LANS: N/C FOR PLANS FRM OWNER. PLANS ON FILE. OTES1: BIN
NO. 30 OTES2: 16 4" DIA REFLECT PAVE MARKERY TY I-C EA 980.00 17 4" DIA REFLECT PAVE MARKER TY II-A-A EA 32.00 16 6" X 6" REFLECT JIGGLE BARS WHITE EA 311.00 19 6" 2 WAY DUAL REFLECT
PAVE MARK YELLOW EA 246.00 .20 4" SQ REFLECT FIRE HYDRANT MARKER BLUE EA 17.00 .21 24" WIDE WHITE THERMOPLASTIC STOP BAR LF 575.00 .22 THERMOPLASTIC ADVISORY MARKER WHITE EA 26.00 .23
4" WIDE.TEMP LANE STRIPE LF 12600.00 
PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office Box 9010 Addison. Texas 7SOO1¥9010 16801 Westgrovc Mr. Robert D. Weber, Project Engineer Ed Bell Construction P.O. Box 540787 Dallas,
TX 75354-0787 Re: Arapaho Road -September 1998 Pay Estimate Dear Mr. Weber: We have received your pay estimate and we are in the process of reviewing the quantities. We intend to make
payment to Ed Bell Construction based on your estimate, assuming we agree with your quantities. However, as you know, there are pavement joints that have been made that we believe are
not up to standard, and we do not want you to take this payment as an indication that we are satisfied with those joints. We are studying this matter in-house and will be in contact
with you in the near future regarding an appropriate solution to the problem. Please give me a call if you have any questions regarding this matter. Very truly yours, Town of Addison
􀀺􀀾􀀢􀁍􀁉􀁦􀁬􀁶􀀯􀀮􀀡􀁾􀁾􀀠es C. Pierce, Jr., P.E., DEE :Assistant City Engineer cc: John Baumgartner, Director of Public Works , . i· i 
FAX (2'4) 352-3201 TELEPHONE (214) 358-6581 EO BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 October 9, 1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P,O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Mr, Pierce: Our specialty concrete subcontractor, North Texas Bomanite, Inc" has requested a modification to the typical sidewalk detail on sheet LC-2 of the plans. They have proposed
replacing the 1/4" fibrous expansion joint with a 3/4" redwood joint. The backer rod and elastometric caulking will remain the same, Please inform our office ofyour decision regarding
this proposal. Ifyou have any questions regarding this information, don't hesitate to contact our office. Sincerely,1mt:nrenm= Robert D. Weber Proj ecl Engineer AN EQUAL OPPORTUNITY
EMPLOYER 
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· FAX 1214)3524201 TELEPHONE (21 <J 351H>S81 ED BELL CONSTRUCTION COMPANY POST OfRce BOX 5407117 ,Il6(l5IlARRY HINES OALI.A$. 1'1IXA$ 􀀷􀁾􀀠DALI.AS. TEl<AS 7= October 9, 1998 Town of
sou P.O.Bo 144 Addis n, Tl!lI:as 75001 Re: Anlpaho 􀁒􀁯􀁡􀁤􀁒􀁾􀁯􀁮􀀠Addison Road to Dallas North Tollway Town ofAddison Dear Mr. Pietce: Our specialty concrete subcontrnctor, North
Texas Bomanite, Inc., has requested a modification to the typical sidewalk detail on sheet LC-2 oflbe plans. They have proposed replacing the 114" tibroW! expansiolljoint with a 3/4"
redwood joint. The backer rod and elastomelric caulking will remain the same. Please infoo:n our office ofyour decision reglIl'ding this proposal. Ifyou have any questions :regarding
thls infurmation, don't hesitate to contact our office. LL 
**""""'-***_ -CDMM.JOURNAL-__DATE 10-14-1998 _ TIME 10:21RM ** P.1 MODE 􀁾􀀠TRANSMISS iON END=10-14 10:21AM NO. COM SPEED NO STATION NAME/PAGES TELEPHONE NO. 001 OK Iii 92143523201 001
-Addison Svc Ctr -Upstairs972 450 2834-__** 
31/12/98 13:19 ND.127 1;101 .1 j.;MESA j :1 CUlGNGiOIlP !: FACSIMILE TRANSMITTAL COVER I DATE: Tuesday. Ootober 13, 1991 TIME: 12:45 PM I,.FROM: Bill Millsap PLEASE DELIVER THE FOLLOWING
TRANSMI'lTAL TO: NAME: PIRM: Town ofAddison. PROJII!CT# FAX## Pfto.JECT NAME: Arapaho Road PHONEfI PROJECT LOCATION: "MATERIALS FAXED: Respon$eto ccncn:telllXP3Mltmjoint & Dewey PendleIxm
Rep. Will Kid 972.761.()8()(i. COMMENTS: Tllerellrt o OrIpuai to CoUow via mail o No oripaJ to fallow Loillstiape A_", 3100 !/IOKlMon SbW I _ SIl5 L115Z I 0aIas, T_1SZIII 2i4'8l'Hl5Ii8
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ND.12731/12/98 13.2B ,i" I' 92148711S0'7 P. ill " ..-e1Z1'IIl4 ): >: 1"0 Our s,petblJy ClQIlIil'llIUIIMm' a;.lbfb 􀁴􀁟􀁂􀁾􀀱􀁴􀁉􀁣􀀮􀀬_la,t_hl,hme E:aliaa .I illlUtypi,ca1 􀁾iIIIWI CD
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" TELEPHONE (21411!58«1l11 ED BELL CON8TRUCTIOM COMPANY POST OFFIce BOX 540l'81 OALLA$. TIJ'.AS 􀀷􀁾􀀷􀁡􀀷􀀠October 9, 1998 Mr. JamesC.. 10 Assistant C' ngineer Town of dison P.O.B 144
Ad' Re: Arapaho Road 􀁒􀁾􀁯􀁮􀀠Addison Road to Dallas North Tollway Town of Addison Dear Mr. Pierce; Our specialty concrete subcontractor, North Texas Bomanite, Inc., bas requested a
modification to the typical sidewallc detail on sheet LC-2 ofthe plans. They have proposed replacing the 114" fibrous expao.sionjoint with a 3/4" redwood joint. The backer rod and elastometri.c
caulking will remain the same. Please inform our office ofyow: decision regarding this proposal. Ifyou have any questions regarding this information,. don't hesitate to contact our office.
Sincerely, 􀁾􀁾􀁯􀁮􀁣􀁯􀁭􀁰􀁾􀀠R.obertD. Weber Project Engineer AN 􀁅􀁑􀁕􀁾􀁌􀀠OPPORTUNITY 􀁅􀁍􀁐􀁬􀁏􀁙􀁅􀁾􀀠
􀁆􀀱􀁬􀁋􀀱􀀲􀀱􀀴􀀱􀁾􀀵􀀲􀀭􀀳􀀲􀀰􀀱􀀠ED BELL CONSTRUCTION COMPANY POST OFFICE SOX 540787 U]8{)5HARRY HINES OALU\$, TIllWi) 1G3t:+07$7 DALLAS. TEXAS 7622D Octuber 9, 1998 Mr. James C.
Piwce, J1:., I>..E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reco.r.mtmction Addison Road to Dallas North Tollway Town of Addison Deal:
Mr. 􀁐􀁩􀁾􀁥􀀻􀀠Our specialty concrete Bllbcontmctor, North Texas Bomarute, me., has requested a modification to the typical sidewalk detail on sheet LC2 ofthe pJans. They have proposed
replacing the 114" fibrous el!pansion joint with a 3/4" redwood joint. The backer rod and e1astometric caulldng will remain the same. Please infOlIllour office ofyour decision regarding
this propOB!!l. Ifyou have any questi= regal:ding this information, don't hesitllte to contact our office. 􀁩􀁴􀁲􀁤􀀬􀀬􀁾􀁴􀁟􀁩􀁯􀁟􀁄􀁟􀁃􀁯􀁟􀁭􀁟􀁰􀁟􀁡􀁮􀁾􀁹􀀠RobertD. Weber Project
Engineer 
"AnEqual OppOltUlJity EmpIe .,.., . JEI:.EPHONE (214) 368-6f ED SELL CONSTRUCTION COMPANY, :>QST OFFIce BOX 540787 .10605 HARRY HINESBoULEVA JALlAS. TEXAS 75354-0781 DAlLAS, TEXAS 15:
FAX TO: __􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾____________􀁾__________􀁾_______________ 􀁁􀁾􀀠____􀁾􀁾􀁾􀁾􀁾􀀧􀁾􀁾__________􀁾__________________􀁾______--___ FAX NUMBER: FROM: ____􀁾􀁾􀀽􀀭􀁾􀁊􀁾􀁾􀁾􀀬􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭DATE: ______􀁾􀁾􀀭􀁾􀀮􀁟􀁏􀁣􀁟􀁾􀁾􀁾􀀧􀁥__.____________________________________ J '2-PAGE: _...L_ 􀁏􀁆􀁟􀀭􀀭􀀭􀀧􀁾􀁟􀀠MESSAGE: IF MESSAGE
IS UNCLEAR Pt.EASE CONTACT OUR OFFICE AT (214) 358-6581 THANK "fOUl 
􀁁􀀻􀁾􀀻􀁏􀁎􀀠􀁾􀀠 To: Kokd--uJein, Company: £P Be,,1 CntsfFAX #: '21'-/--:3S&-3:Jirefl Date:__I_D_-_1_-_c;.....J:<--__ # of pages (including cover): /PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE
Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 WestgroveP.O. Box 9010 Addison, TX 75001-9010 Re: ,f!-rct(Jqlzr f?/-Its huI lis D FYI D Call me r 
􀁾􀁊􀁾􀀭􀀡􀁚􀁉􀀠􀁾tlZuh a, 􀁉􀀨􀁽􀁾􀁱􀀭􀁃􀀻􀀿􀀠􀀤􀁻􀁲􀁾􀀠􀁾􀀠C/5a:2Y{7 3sg -b::'-';: ( 
Clyde: I would prefer for you to do it. Thanks, Jim. -----Original Message----􀀺􀀡􀁴􀁾􀀹􀁭􀀻􀁭􀁮􀀡􀁮􀁭􀀡􀀡􀀡􀁾􀁲􀁹􀁾􀁉􀁾􀁩􀀡􀁍􀂧􀀡􀁬􀁮􀀺􀁾􀁮􀁭􀀡􀀡􀀡􀀺􀁩􀁩􀀡􀁩􀁩􀁬􀀡􀀮􀁩􀁩􀁩􀁩􀀧􀁩􀁩􀁭􀁩􀁩􀁩􀁩􀁭􀁭􀁭􀁩�
�􀀡􀁩􀁭􀁭􀁩􀁩􀀧􀀡􀀡􀁭􀀡􀁭􀁩􀁬􀀡􀀺􀁳􀀷􀁭􀀠... Sent: Wednesday, October 07,19989:27 AM To: Jim Pierce Subject: Ed Bell -MlDBE I have the following questions concerning E.L.Dalton/Mastec
Corp.: 1. Is Mastec Inc. domiciled in Florida? If not, which state? 2. What is the basis for minority status, ethnicity? What percentage of Mastec is owned and managed by the minority
(ethnic) owners? 3. What percentage of E.L. Dalton is owned by Mastec, Inc.? 4. Will an officer or principal of Mastec execute an affidavit of fact related to the answers to #2 and #3?
Do you want to propose the questions to Ed Bell or do you want me to do so? Thanks, Clyde Johnson Purchasing -7090 
TOWN OF ADDISON INSPECTOR'S FIELD REPORT 􀁨􀁾􀁾􀁴􀀠__􀁾􀁾􀁾􀁌􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾________________􀁾____________________ Date 􀀯􀁄􀀽􀁩􀁾􀁥􀀠.A/.J4.. hojectNo. ______________________________
Contractor 􀁟􀀭􀀭􀀧􀀽􀂣􀀽􀀼􀂣􀀢􀀢􀀭􀀭􀀭􀀭􀀭􀀧􀀦􀁦􀁴􀀽􀀢􀀢􀀢􀀽􀀽􀀭􀀭􀀧􀁾􀀢􀀢􀀢􀀧􀁟􀀧􀁟􀁟􀀢􀀢􀁺􀀺􀀺􀀺􀀺􀀡􀁥􀀺􀀮􀀽􀀽􀀢􀀧􀁟􀁟􀀧􀀺􀀺􀀡􀁃􀀭􀁟􀀢􀁟􀁟􀀧􀁟_____________ Contractor's Superintendent
__---'-'AJ:::..L.fl..!.C....________----;_______________________________ Period Covered _..:..!q/-'?JoI::.J..1....􀁋􀁾􀁾􀀧􀁟􀁟􀀧􀁟􀀧􀁟􀀢􀁟􀀧􀁲􀁵􀀮􀀮􀀽􀁟􀁟___10-=--=/3'1/--<.;1%''''----__________
(cont) _____________________________________________________________ Equipment on Job __--=M'-=t'h""f'---_______________________________________________ (cont) _______________________________________
______________________ Materials on Job __􀀭􀀭􀀭􀀧􀀮􀀢􀁍􀁊􀁕􀀼􀀡􀁉􀀮􀁉􀁍􀀢􀀢􀀧􀀭􀁾􀁾_______________________________________________ (cont) __________________________________________________________-;
-_ Construction Activity AJfIM 􀁾􀀠-:c QlIl.tJ '/), '/), M /J-t.. ..:;:: flfttl IYl /013 (cont) tlntl 􀁾􀀮􀁳W 4. M <be rd l,{ [.4 , rlJI JOY' Pttf,􀁾􀁉􀁾􀀠􀁾􀀠(cont) 􀀶􀀬􀁲􀁖􀀧􀁬􀁾􀀠I'httt
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________________________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Deviations from plans or specs __.:.!M:..:;,r}1.L'-'--=-"===--_________________________________________
(cont) _____________________________________________________________ (cont) _____________________________________________________________ (cont) ______________________________________________________
_______ (cont) ____________________________________...",-_______________________ 􀁾􀀭􀁾􀀠 Cc: Genbactor StgHtBer 􀁬􀀽􀁥􀀧􀁽􀁾􀀠}qlO'ji\1t) 1:aBeger D. 􀁌􀁖􀀻􀁬􀁥􀁐􀁾􀀠/' 
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HUITT·ZOLLARS, INt.. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (2t4) 871·33tt TO :To...... f AJj.;.,e.. -p..!.l.'t. Wode..sb DATE 10-s-<;11. I􀁊􀁏􀂷􀁾􀁬􀁾􀀠􀀱􀀷􀀧􀀷􀀧􀀲􀀮􀀮􀁾􀀠...1IATT£I'i'
tION Jl.i P; II,..,. : R£: A.-. 􀁾􀀠.J..., r2...,.,.l -I -_ WE ARE SENDING YOU 􀁾􀀠Attached 0 Under separate cover via_-<M="'.....: ...\ ____·the following items: o Shop drawings o Prints
o Plans o Samples KSpecifications 0 _______________________________________o Copy of letter o Change order COPIES DATE NO. DESCRIPTrON I L..',1 1. 0 ..11 ( ...... ';>1. 1.:.... 0" .j
h 􀁾􀀭􀀼􀀠. I • i THESE ARE TRANSMITTED as checked below: o for approval o Approved as submitted o Resubmit__copies for approval &i.for your use o Approved as noted o Submit ____copies
for distribution o As requested o Retumed for corrections o Retum ___correcled prints o For review and comment 0 ...... ______________________ o FOR BIDS DUE ________19___ 0 PRINTS RETURNED
AFTER LOAN TO US REMARKS 'i)l.oar J..s,w ",Q+ hep (. h 􀁷􀀬􀀮􀁾􀀮􀁵􀀬􀀮􀀠('oU"oU"1 (r;., Grtt.eL i_ "",' .......,.. w..l...e..W 4(A'( .. 􀁾􀀠<, sLc! b,.s;$t COPY TO,__________________
J//J . 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀂷􀀭􀀭􀀭􀁉􀁫􀁬􀀮􀀮􀁌􀀮􀀮􀁾􀁾􀀮􀁰􀀮􀀯􀀿􀁉􀁊􀀻􀀮􀁤􀁾􀁺􀀺􀀮􀀡􀀬􀁾􀀼􀁦􀀺􀀺􀀡􀀮􀁌􀀮􀀮􀀭􀀭􀀭􀀭" iIOnd"Ulutltlt .ra net •• noted, kindly notify u. at onctl. 
􀁾􀀴􀀩352-3201 􀁔􀁅􀁾􀁅􀁐􀁈􀁏􀁎􀁅􀀠(214) 356-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES 􀁄􀁁􀁾􀁌􀁁􀁓􀀮􀀠TEXAS 75354-0787 DALLAS. TEXAS 75220 September
30, 1998 Mr. James C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 • Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway
Town ofAddison " Dear Mr. Pierce: As discussed at the September 25, 1998 weekly meeting for this project, we contacted E.L. Dalton & Company regarding the MlDBE status oftheir parent
company, Mastec, Inc. Enclosed for your review and approval is a copy ofMastec's minority certification from the Florida Regional Minority Purchasing Conncil, Inc. Please inform our
office ofthe acceptability of utilizing Mastec, Inc. to meet the MlDBE participation goal for this project .. If you have any questions regarding this information, don't hesitate to
contact our office. 􀁓􀁮􀁥􀁾􀁉􀁙􀀧􀀠EPi􀁄􀁾􀁊􀁴􀁴􀁩􀁯􀁮􀁃􀁯􀁾􀁹􀀠Robert D. Weber Project Engineer C( 􀁾􀁾􀀠􀁾􀁾􀁾W-􀀳􀀭􀁾􀁾􀀠􀁾􀁾􀁏􀀭􀁣􀀮􀁶􀁴􀁬􀀭􀁾􀁾􀀠􀁾􀀠-b-"DAe-, AN EQUAL OPPORTUNITY
EMPLOYER 
fAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HIN ES DALLAS. TEXAS 75354-0787 DALLAS, TEXAS 75220 September 30, 1998 Mr.
James C. Pierce, Jr., P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison
Dear Mr. Pierce: As discussed at the September 25, 1998 weekly meeting for this project, we contacted E.L. Dalton & Company regarding the MlDBE status oftheir parent company, Mastec,
Inc. Enclosed for your review and approval is a copy ofMastec's minority certification from the Florida Regional Minority Purchasing Council, Inc. Please infonn our office ofthe acceptability
of utilizing Mastec, Inc. to meet the MlDBE participation goal for this project. Ifyou have any questions regarding this infonnation, don't hesitate to contact our office. MU17' lion
Company 􀁓􀁅􀁾􀁾􀁾􀁉􀁉􀁾􀁏􀁉􀁾􀁓􀁌􀁾􀁲􀀭_____ Robert D. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
AMlRICAH IUAIINr.s-___55 _ c;O.'ANHUIIIIR IUSCII COMPAMIS'''''_ COMPUlIRS._ COIlFI-AVOH PKtlDUCT5, INC.'PAlWfTT IlANK 􀀮􀁵􀁭􀁾􀀠. 􀁄􀁊􀁜􀁄􀁾􀀠DIVISION ' 􀁾􀀠1lhU0I/IH 1IUCOMII\UHICAIlON.BISCAYNI
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= 􀁾􀀮􀁾􀀠 ..'" ....... III ., s .,'" -I"i " <> I I"... 􀁾􀀠!..•, FRMPC Florida Regional Minority PIXchasing Council, Inc:. This Certifies That 􀁾􀀮􀁬􀁒􀁃􀀮􀀠has successfully met the
requirements as established by the. " " National Minority Supplit!.r Dev'elopment Council as (l Certified Minority Vendor And Qualifies As An AFFILIATB MEMBER OfThe F.RM.p.e 􀁾􀀮􀁾--􀀭􀀭􀀮􀀯􀁐􀀻􀀭􀁥�
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AlA S TEe:' FAX TRANSMITTAL COVER SHEET Date: '1/2£ri/tlrf Page:_---'J"--_ Of 2 Including Cover Sheet To: Robrp.. t WeJ,er Company: [A tJel! ansl,n.Jd!h 12 Fax-No: 352.-:3201 From: 􀁾8/ShQP;
. Message: Transmitted by:Ben If you have any questions regarding this transmittal please call (214) 571-2500. We are transmitting froIll the following fax machine (214) 571·2555 . ..,
Western Region .. Dallas Division 8700 Stemmons Fwy #125 • Dallas. TX 75247 • 214-S7H!5CXJ 
v/' 5:. 􀁾􀁾􀁾t 􀁦􀀩􀁾􀁴􀁾􀁉􀀺􀀭􀁾􀀭􀁾􀁾􀀠... 􀀫􀁾􀁾􀀠Ok--. ... tJot-􀁾􀁾ir Io'ifh. -􀁾􀀠. ,,/c,. /XI t1tIK 􀁾􀁾􀀱􀀱􀀱􀁊􀀺􀀯􀀭􀀼􀁴􀀿􀀨􀀠t--HZ, ft 􀁾􀁾􀁶􀀮􀁴􀀠. 􀁔􀀱􀁲􀁾􀁾􀁾􀀠􀁾􀁾􀁾􀁊􀀮􀀭􀁉􀁉􀀻􀁚􀁉􀀠.
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TOWN OF ADDIsoN To: t61b.uJ--W..dur Company: cfd 􀁾􀁉􀁉􀀠􀁕􀁾􀀠FAX#: 2./1t-3<;";2,.-3::t&J Date: q-W-C} 8' # of pages (including cover): '2.. Re: 􀁾ret 1-&-I2A. D Original in mail D
Per your request PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 D
FYI D Call me Comm ents :-..::..:..o<-,,-\O--=-'----"---=.....:....---=.F=-=-.::...;'---'-.---=---"-----,IF--C-..::...J...----'+!-''-''--11.---
t-c., 􀁾􀁾􀁦􀁵􀀨􀀧􀀱􀁳􀀠􀁾􀀠[k,i/€.. aj;ldL 􀁾􀀠INSPECTOR'S FlEW REPORT Project . _____.!bark,-􀁴􀁥􀁾􀀮􀀠. Date .. 􀁾.. 􀁦􀀭􀀿􀀭􀀺􀁴􀁾􀁩􀀮􀁌􀀠Time_:3PrYl 􀁐􀁲􀁯􀁪􀁥􀁣􀁴􀁎􀁯􀀮􀁟􀀮􀁾􀀮__..
_____ Contractor Ed Bell 􀁇􀁲􀁮􀁳􀁬􀁲􀁵􀁾􀀮􀁌􀀭___._________ 􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁾􀀧􀁳􀁳􀁵􀁰􀁥􀁲􀁩􀁮􀁴􀁥􀁮􀁤􀁥􀁮􀁴􀀠/Vof-oYl SIf-...;:-€..=--_______ Period Covered tOl1e 􀁾􀁲􀀠a;f-to 10 J;
ik'<i . Weather fIr::;-/-' elect r Temperature '1f: '" Manpower on Job 􀀮􀁳􀀯􀁾􀁾ki"ff1 /,((1//yj 1 ere «T, ;/0 ...:£y-RCl'atf'(1c!tt.wf(cont) tJ.-+ & j ,,6 Sif-e... ._.._ Subs Working
IV0>1 e. (oonl) _____(0001) _________________. Construction Activity Sf<plo('tr/1((j/1'rJ'1 􀂣􀁴􀁻􀀮􀀮􀀵􀁦􀁾􀀠􀁾􀁴􀁹􀀧􀁬__ 􀀨􀁃􀁏􀁮􀁬􀀩􀁾􀁤􀁊􀁬􀀭􀁌􀁴􀀹􀁲􀁕􀁗􀀱􀀮􀀠i Sf..edrum. &c.kfilhnr
1M/un;; CArkL (conl) _________________ (oont) ____􀁾􀀠Completed Items 􀁟􀀮􀀮􀁌􀁁􀁟􀁴􀁬􀀽􀀮􀀺􀁩􀀯􀁥􀀺􀀮􀀧􀀮􀀯􀀿􀁬􀁾􀀽􀁂􀁲􀁊􀁫􀀱􀁦􀁾􀂷􀀭􀁌􀀧􀀯􀁬􀀧􀀺􀀺􀀶􀀺􀀮􀀡􀀮􀁦􀀭􀀮􀀺􀀮􀁉􀀿􀁴􀀺􀀮􀀮􀀺􀀦􀁬􀁳􀀮􀁵􀀽􀀺􀀮�
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, ' 􀁾􀀠: 􀁾􀀠-.; -: ,I ___¥ 􀁇􀁾-tesf 􀀦􀀺􀀷􀀳􀁾􀀯􀁾􀀠i 􀀮􀀾􀁾􀁾􀁦􀁾􀀮􀀨􀀯􀀣􀁩􀀡􀁾􀀠*'􀁾􀀧􀁯􀀢&dJ􀁾􀀻􀁚􀀨􀁡􀁮􀁲􀀮􀁦􀁤􀀻􀀻􀁾􀀺􀁴􀀺􀀶􀁣􀀮􀁷􀀭􀁾􀁴􀀻􀁊􀀠􀁃􀁾􀁾􀁫􀀠ADA 􀁾􀀦􀀻􀀺􀀸􀁣􀁤􀀧􀁾􀁦􀁾􀁃􀁆􀀲􀀱􀁚􀁾�
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TOWN OF 􀀨􀁾􀀧􀀱􀀭􀁥􀀠 ADDIsoN To: lin f!obrl-s Company: 4,r f/-ZoJlq rs FAX#: 114--g7 􀁊􀁾􀀠0757 Date: q-'22 -18# of pages (including cover): 1Re: Av-""ItJa /...0 We\. II o Original
in mail o Per your request PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010
o FYI 􀁾􀁬􀁬􀁭􀁥􀀠comments:.__􀀫􀁾􀁟􀀭􀀭􀀢􀀮􀁾􀀮􀀮􀀮􀁁􀀭􀁯􀁟􀀭􀀭􀀬􀀬􀀭􀁟􀁦􀁫􀀮􀁟􀀭􀀭􀀭􀀭􀀬􀁗􀀮􀁾􀁾􀀮􀁾􀀮􀀭􀀢􀁾􀀭􀀽􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀽􀀭____ 􀁾􀀹􀀭􀁾􀁾􀁾􀀠
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN II 050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction -Doug
Teter 08/31/98 HUitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-36 Town of Addison -James Pierce, P.E. ...---' Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi):
_-"4""00"'0'--_____ Placement Date: 08/03/98 Slump (in.): _---'4'--_____ Sampled By: E.M. Air Content (%): Weather: Hot Concrete Temp (oF): SupplierlMix: Lattimore #42 FIELD DATA SET
#1 Ticket #: 53591 Time Batched: _--,,0:::,2:;,::0,,-0__ Time Sampled: 3: 10 Slump (in.): 3.00 Air Content: __.,;;na::,-__ Unit Weight (pel): ---.::.:.;:.:::....---Conc. Temp. (oF):
98 Ambient Temp. (oF): __.:.:10:,:2,--_ Yardage (c.y.): ___--''''-___ Placement Location: Retaining wall -Northside Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled:
_________ Slump (in.): Air Content: Unit Weight (pel): ________ Conc. Temp. (OF): Ambient Temp. COF): ----Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST
RESULTS CYLINDERS MOLDED AND CURED PER ASTM Cll, TESTED PER ASTM 09, CAPPED PER ASTM C617 Set # Cylinder # Test Date I Age Max. Load (Ibs) I ARl080301 ARl080302 ARl080303 ARl080304 08110/98
08131/98 08/31/98 09/28198 7 28 28 56 89110 100630 91480 Area (SQ. in.) 28.27 28.27 28.27 Strength (psi) 3150 3560 3240 NotesFC U * * Does not meet specification * • Does not meet specification
! (I) NORMAL CYUNDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER Al'PLrCABLE ASTMSTANDARDS: CllS, C14l, CI72, CDI Note: Thls report is for the exclusive use of the Client addressed. Thls report may
not be reproduced except in its entirety, without the written consent ofTMI. Results apply only to above tests. TERRA-MAR,'Inc. 
TOWN OF Date: 1-2...1,-. q8'" ADDIsoN PUBLIC WORKS To: Po.lu.rf--tuLbr From: James C. Pierce,Jr.,P.E.,DEE 1.2 • Assistant City Engineer Company: Ed. 􀁾􀁉􀀯􀀠Uns/rtLdr.m. Phone: 972/450-2879
FAX: 9721450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): I Re: fJ.y-.afOl-/u; t20J D Original in mail D Per your request D FYI D Call me Comments:
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"'************ -COMM. JOURNAL-**"'***************** DATE 09-29-1998 ****** TIME 11: 13AM ** P.l MODE = TRANSMISSION START=09-29 11:12AM END=09-29 11:13AM NO. COM SPEED NO STATION NAME/PAGES
TELEPHONE NO. 001 OK a 92143523201 001 -Addison Sve Ctr -Upstairs********'I<*****************************H FAX-200 V2. 17)* -972 450 2834-************ 
TOWN OF ADDIsoN To: 􀁾􀁾􀀠• Company: /fdI:2o//irs FAX#: Lft.[--'i7/-()7t;7 Date: f-J-'l-7J:= # of pages (including cover): 7Re: Wupa.h-􀁾􀀠PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE
Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 o Original in mail 0 Per your request 0 FYI 0 Call me Comm'"", 􀁾r
vY= &{ &u 0-d-, FYI , i i 
---TOWNOF ADDIsoN PUBLIC WORKS To: f?d.trf-tuLbr From: James C. Pierce,Jr.,P.E.,DEE 􀁾_ Assistant City Engineer Company: lEd. 􀁾􀁬􀁬􀁴􀁴􀁲􀁺􀁳􀀱􀁲􀁵􀀮􀀮􀁾􀀠Phone: 972/450-2879 FAX: 972/450-2837
FAX#: .QlL/:,... 35;1. -"3 ').0 I 16801 Westgrove Date:__􀁱􀁾􀀲􀀮􀁾􀁱􀀡􀀺􀀭􀀬􀀮􀀮􀀮􀀮􀀮􀁟􀁱􀀡􀀮􀀮􀀮􀀺􀁧􀁲􀀺􀀭􀀭__ P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): I
Re: II-rnfl4lw Roeu/o Original in mail 0 Per your request 0 FYI 0 Call me Comments: tilS 15 fo CIfr1-/-';'W1 􀁾􀁴􀁌􀁲􀀠J/t!r.b4/t:)rdt'r -h:r :fetnflJrqJ/'/j Su.:Va,nd tV/In-I<.. /11,
flwe. af'e4..S -#vdwere. .:S'tuJ<&{ ,f;,-()rtnduc-e a verhCa/-t',d;-1L; tt/lE/Were I , 0 7 dowe/d. T/te dowels were. l?[)f 􀀱􀀱􀀱􀁓􀀪􀀯􀀯􀁾􀁣􀁉􀀠d's fJi'r -& p/qns 􀀨􀁉􀁾􀀹􀀯􀀧􀁗􀁴􀀯􀁊􀁾􀀯􀀠./yt1(jaI
l1i;J ([rid us 􀁡􀁹􀁾􀀭􀀧􀁫􀀯􀀴In t&. i't'etJ on fpl 23/11rJ". The 􀁾􀁕􀁋􀀮􀀯􀀵􀀠wer-e.. 1r1.s-hdld 􀀳􀁾􀀺􀁌-ifII 􀁾-FrcJ1'V\ tie-􀁓􀁍􀀮􀁾􀁥􀀠aM ont1 􀁾S'lbl( dUf inl-a-iil..t. 􀁰􀁾􀁶􀁥􀁹􀀨􀁬􀁬􀀿􀀨􀁽
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􀀨􀁽􀀫􀀫􀁳􀁾􀀫􀀠&,1' t:)rl c6n If & is I L&t.C-e diJ wds WI tt ccarJt:t 􀁾􀀠\A, I -tiL (C( rl . Dowels WI b.. t) g.c/I Y1 revtl OvVlJ c;t?f qaD -h-+&􀀶􀁾􀀫􀁫􀀮􀀠\')'l.l5 Itic-eel. 􀁾􀁳􀀠
􀁾􀁾􀁉􀀫􀁾􀀠􀁬􀁍􀁬􀁾l elA..f-eJ /(:. Yl€ct55tl 􀁾:5.Mrl¥£ 􀁾􀁦􀁦􀁬􀁥􀀮􀀮􀀠Wert. 􀁾􀁫􀁤􀀩􀀮􀀠J)G)web .shai1 b.t-. 
***_**** -COMM.JOURNAL-__***** DATE 09-29-1998 _*** TIME 1211'40PM ** P.1 MODE = TRANSMISSION START919-29 1211: 39PM END=12I9-29 01'40PM NO. COM SPEED NO STATION NAME/PAGES TELEPNONE
NO. 12101 OK II; 9214871121757 -Addison Svc Ctr -Upstairs***************************************C FAX-200 1)2. 17)* -972 450 2834-************ 
Post-it" Fax Note 3 To Fax # PUBLIC WORKS DEPARTMENT (972) 450-2871 􀁾􀀭􀀻􀀮􀀬􀀮􀁾..;.;;.....""";s.1 .. ..􀁰􀀡􀀡􀀮􀀻􀀬􀁾􀀡􀁬􀂮􀀠Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove
􀀢􀂷􀀧􀁲􀀧􀀢􀀮􀀬􀀮􀀻􀀻􀁲􀁹􀁭􀁾4.. September 24, 1998 Mr. Robert D. Weber, Project Engineer Ed Bell Construction P.O. Box 540787 Dallas, TX 75354-0787 Re; Arapaho Road Dear Mr. Weber:
This is to summarize and confirm the results of our meeting at the site on September 23, 1998 to discuss the quality ofpaving work to date. Ed Bell Construction, represented by Steven
Priddy and you, agreed to take corrective action as follows: • Remove panels that had excessive tining depth causing a crumbling surface. Some areas with insufficient tining depth will
require grooving. • Sawcut edges that were not vertical, had voids, or poor keyway. Sawcut full depth. Use Longitudinal Butt Joint detail to tie existing and new paving. • Remove and
replace bent steel at transverse construction joints. • Chipped or marred areas will be repaired repaired using epoxy where feasible. • All bent bars installed by insertion after the
slip form paver passes shall be bent out. Where they cannot be bent out, they shall be replaced with bars drilled in and epoxyed. .. • In cases where the inserted bars do not line up
with the spacing of the adjacent steel, #3 bars that do line up shall be drilled in and epoxyed. '".,'.'.. • Areas of"blown" curb shall be removed and replaced. ",,". • Sidewalks alongside
curbs with inadequate keyway shall be constructed in accordance with the attached City ofDallas standard detail. Since our meeting we have discovered that some sawcuts were not made
deep enough. The sawcuts need to be checked and corrected where necessary. 
Your attention to these matters is most appreciated. Very truly yours, Town ofAddison es C. Pierce, Jr., P.E., DEE sistant Cit;y Engineer cc: John Baumgartner, Director of Public Works
Enclosure 
, . 􀀱􀀧􀀱􀀧􀁬􀁾􀁾􀀢􀁾􀀠com. Ttl Bt. ecAn:D r, ,fi:'.. 'C'4VI" Mrf,i(. I'\.EI.'Vt -􀁾􀀦􀀧􀁬􀁊􀁩􀁒􀀬􀀢􀀧􀀢􀀠6-11 􀁎􀁾􀀠..... T r-CONCRETE SIOE'IIALK I • \j 􀁾􀀮􀀠􀁾􀀮􀀠*EXP.>1<5100 MAT£RIAi..
MUST BE PL'.CED 􀁁􀁯􀁊􀁁􀁃􀁾􀁎􀁔THE BUllIltNG",SrnucTURf:. WM..l OR POt.E WHEN . SIOEWALK IS ,CURED ADJACENT THESE ITEMS. ., • SI!lEW8.KS AGAINST EXIST. CQNe, CUBB .. <liSEE PACE 20<l;EQR
OCTAIL Of' . SIDEWALK I'DJACtNT TO 􀁉􀁎􀁬􀁾􀁔• .: . .... :. 0' ". ' .. ' . . ::r* .... : ". ,,. 
-***-COMM.JOURNAL-__** DATE 09-25-1998 _ TIME 11:S0AM ** P.l MODE = TRANSMISSION 5TART=09-25 11:49AM END=09-25 11:S0AM NO. COM SPEED NO STATION NAME/TELEPHONE NO. 001 OK II 92148710'75?
-Addison Soc Ctr -Upstairs
..􀀺􀀻􀀻􀀭􀁨􀁾􀁾􀁾􀁾􀁾􀀭􀀼􀀭f6 . tJ./Ur1 ..j. 􀀺􀁾􀀠-. .􀁾􀀠.,-􀁾􀀬􀀬􀀭􀀬􀀬􀀧􀀠
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--------------------------------------..---...􀁾􀁾􀀭...--.. OTES-PAVING AND GRADING '_WIt:'TH 􀁓􀁾r OOKANSJ...-REOWOOr. ->HSIOf.jJotHT AT . 􀀬􀁾􀀭􀀭􀀡􀁎􀀠fO NO.3 BARS ON EXISTING DRIVE
I""CENTERS BOrti WAYS DOWEL SLEEVE lCLOSEO ENOl TO fiT OOy,a AND BE RADlUSSECURE:O fO BE IHSTALLED􀀺􀁾􀁎􀁴􀁔􀁨􀀵􀀠􀁲􀁾􀂥􀁊􀁅􀁾􀀿􀁦􀁾􀀠􀁾􀁾􀁔􀁾􀁗􀂷􀀦􀁾􀀠􀀺􀁎􀁁􀁾􀁾􀀡􀁬􀂷􀁾􀁲􀀦􀀬􀁾􀁾􀁾􀁣􀁊􀀬􀀳􀁖􀁳􀁾􀀦�
�􀁾􀁡􀁧􀁦􀁅􀁈􀁔􀀮􀀠TRANSVERSE EXPANSION JOINT 2' C,C. SHO,," ON PLANS!u.s. SECTION A-A􀀧􀁡􀁈􀁴􀁾􀁾􀁉􀁩􀁁􀁾􀁾􀁦􀁯􀁾􀁾􀁶􀁅􀁧􀁒􀁾􀁅􀁾􀁾􀁦􀁦􀁯􀁴􀁾􀁯􀁾􀁧􀁾􀁾􀁾􀀡􀁾􀁾􀁴􀁾􀀬􀁾􀁾􀁅􀁏􀀠􀁾􀁍􀁅􀁏􀀠GOO
FT.MA.XlMUM.LOCArE AT IN1ERSECnOHSl 􀀧􀀭􀁾􀀢􀀠PREMOLDEO JOINT FILLER SECTION A-A '1I.tNAL PER)j;ITS. IF REOUIAEO. YILL BE cerAINED BY ThE (NNat. 􀀱􀁊􀁉􀁁􀁾􀁳􀁕􀁴􀁾􀁬􀁾􀁬􀁾􀁩􀁔􀁾􀂷􀁂􀁾􀁬􀁬􀁾􀁅􀁂􀀵􀁊􀁩
􀁗􀀮􀁖􀂣􀁾􀁾􀁒􀁾􀁾􀁁􀀺􀀮􀁾􀁲􀁂􀁾􀁵􀁴􀁬􀀱.. 'TyIE OWNER'S un';:NTla; ANY FACILITIES THAt APPEAR TO BE IN CONFLICT SO fHAT IE mINER HAS SOffl¢I£NT TIlE TO 􀁁􀁃􀁏􀁏􀁈􀁐􀁬􀀮􀁉􀁾􀀠THE NE(;£SSARY
RELOCATIONS. DOWELS AND 􀁦􀁴􀁅􀁉􀁾􀁏􀁦􀀼􀁃􀁬􀁉􀀻􀁇􀀠OMS SHALL BE SUPPORTEO BY AN APPROVEO OEVICE. fAC£ Of CURB • ;ERE oeEP '4£RTlCAL EXCAVATlCflS liN EXCESS Of 􀁾􀀠fEET! AA£ INDICUEO.
􀁾􀁛􀁲􀁩􀀮􀁜􀁬􀁾􀁳􀁾􀁾􀁔􀁾􀁾􀀺􀁋􀀠􀁡􀁬􀁣􀁾􀁦􀁬􀁾􀁔􀁾􀁲􀀮􀁃􀀠􀁴􀁭􀁈􀀩􀁏􀁾􀁒􀀻􀁩􀁯􀁣􀁾􀁅􀁦􀁵􀁔􀁙􀀶􀁴􀀮􀁾􀁾􀁡􀁫􀀠, THE OII\E:CTtON OF THE (M;£R. VERTICAl SAWCUJ 􀁾􀀢􀁔􀁏􀀠*,"WIO SILICONE
.Jl'1N! SEALANT W/􀁾.. 0111. BACKER ROD SAWC!JT OF SLOCX-OOT LIMIT If NOl MONOLlfHIC WITti STREET PAVEMENT --srREET--PAVEMENr REINFORi:EM£,.r LAPPED 30 CIA. OR 00.3 BAR DOWiL 􀀲􀀧􀁾􀀰􀀢􀀠LONG
􀁔􀀬􀁁􀁬􀁬􀁾􀁗􀁸􀁐􀁾􀁾􀁾􀁔􀁾􀁾􀀠􀁭􀁾􀀺􀁧􀁾􀁾􀀠􀁾􀁖􀁅􀁾􀁔􀁏􀁾􀁩􀁢􀀠􀁾􀁾􀁾􀁾􀁾􀁰􀁧􀀺􀁲􀁡􀁾􀁈􀁾􀁗􀀧MOVED SUPPOOT. E USE Of WOO FORMS FOO PAvElo!ENT CONSTRuCTION WILL BE PERMITTEO. 􀁓􀁁􀁾􀀠IN
THE: PAVf(IoIENT IN THIS PROJECT. CUMMY J01NTS 􀀡􀁾􀁾􀁉􀁾􀁊􀁉􀁾􀁬􀁾􀁾􀁲􀁲􀀮􀁦􀀢􀀧􀁂􀁾􀁾􀁳􀁁􀁬􀁦􀁬􀁟􀁡􀁦􀁽􀁾􀁲􀁾􀁾􀂧􀀺􀁔􀁾􀁾􀁾􀀺􀁾TERSECTIONS TO l.INE UP "11TH 􀁅􀁘􀀡􀁾􀀧􀁉􀁴􀁾􀁇􀀠PAVI/'ro
JOINTS • THE SPACING. BETWEEN Mf'I JOINT S'-',\u' NOT 6£ 􀀱􀁾􀁾􀁾􀁾􀁩􀁩􀁒􀁦􀀧􀁬􀁲􀁊􀂷􀁐􀁬􀀱􀁾􀁫􀁬􀀼􀁪􀁾􀁲􀁬􀁲􀁾􀁾􀁔􀁾􀁁􀁾􀁾􀁾􀀠·:HGt-fREE RN4I'S SHAlL BE BUILT 'IIIITH THIS PROJECT.
LOCATIONS IUV BE JUSTED AS DIRECTED BY Tt/E To.'N TO ClEAR OBSTRUCTIONS• .:.1tA6lE WELGHT CURS AT INTERSECTLONS ANO SLOPING CuRBS AT ORIVES SWALL BE ILT TO MATCH FUTURE BAR.RI£R-FRi:E
tllJIPS PER PlAHS. NO SEPARAfE PAY ITEHS e PROVIOEO, (HiAY TlUFFIC MUST Sf KAINTAINEO AT ALL TIMES ON PU8LIC smE£TS AOJACENT THIS PRO.lECT UNLESS SPEC IF leo OTHER'IIIrSE IN THE PUNS
AND SPECIFICATIONS. £ TRAVELYAV YIOnt Stu.U NOT SE LESS TIiAN 10 FEET. E TYPICAl SECTIONS Sl£ET FOR AD01TlQN.ll. OETAILS AND NOTES, • CURBS SHAlL ee: Pl,f,(EO INTEGRAL '1111 Tli PAva<e:NT.
'1BS swu.. NUT THE SAHE COHPRESSIVE STRENGTH AS SPEClflEO FOR THE COOCRETE >'EHENT. 􀁾􀀠LAPS SHALL BE ;SO OIA)(ETEM. 'l trIAAll' 􀁉􀁏􀁦􀁴􀁾􀀠PAy L"'I: 􀁾􀀢􀀢􀀧􀀢ON ,:,cml. ",;'t? 􀁲􀀮􀀻􀀮􀁾􀀠􀀬􀀬􀀢􀁾
􀁈􀂢􀁉􀁉􀁇􀀧􀀾􀀧􀀮􀁙􀀮􀀠'L II .....::J;:: r 􀁉􀀺􀀭􀁾􀀠COMB INA TlON CANTILEVER RETAINING A WALL &, SIDEWALK DET ArL 􀁾􀀠􀀬􀁾􀁾􀀠!:OIfI.llb.Io;t,O" 􀁾􀁏􀁬􀁴􀀬􀀠./01"' 􀀢􀁉􀁬􀁎􀁴􀁬􀀮􀀱􀁴􀁾􀀠􀁾􀀠􀁾􀁈>Oi
j;f;t l '),'11:":'" 􀀢􀁬􀀢􀀧􀁾􀀠PU' l'.U 􀁾I\( 􀁾􀀮􀀧􀁄􀀠rOIl 􀂷􀁛􀁒􀁴􀀢􀀢􀀢􀀧􀁾􀁾􀀢􀀢􀀱􀀧􀁉􀀮􀀮􀁉􀀮􀁃􀁴􀀮􀀠SECTION B-B LIME STAl'!ILlZEO 􀁪􀁲􀀢􀀧􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀴􀁾􀁾􀁾􀀱SUSGRAOE
THICKENED EDGE JOINT AT ADDISON ROAD I'I.T,S. 00. 􀁾􀀠BARS O}l Ie" CTRS OOTK WA Y$ SAWED DUMMY JOINT )U.S. DRIVE RETURN TO STREET N.T.S. 􀁾􀀢􀁒􀁾􀀠3"R 􀁛􀀬􀁾􀀮􀀮---13 TO SE DRILl!!D
IF NOT liED TO EXiStiNG REBAR NO.3 eARS ON 10" cwms. BOlli WI>.Y$ INTEGRAL CURB AND GUTTER lINDE:RCUT:;>j:==m::=::j HEADER CONSTRUCTION JOINT N.T.S. "U.s. co,>«:AVE FII'(ISH .. (U4"
DEPTHI J.i: I' $AWCUT 􀁾􀁕􀁉􀀮􀁌􀀠DEPTH TYPICAL CURB 4 GUTTER IS" IMIN,) 􀁾􀀺􀀮􀀺􀀠SMOOTH NO.6 OOWEL GAR : 􀁾􀁧􀁾􀁾􀀭􀀭􀀭􀀭􀀻􀀠􀀡􀁾􀁒􀁏􀁉􀁃􀀾􀁜􀁬􀀮􀀠SAW CUT :ro SILICONE "Jill 􀁰􀀮􀁬􀁔􀀮􀁛􀁾.•.:.;:£.
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􀀢􀀬􀀠􀁏􀁾􀀧􀀠liE EOUAL TO JOINT FOOT 􀁃􀁾􀁎􀁔􀂣􀁒􀀠10 CENTER. WIOTK PlUS \()" 6 !N<;H£S Off EXISTING SlEEL PAVEMEl'lT BARS 10 tiE BENT l-\EAOER ANa PAVEMENT TO STRE.P HEADER It.T.s,
OO"Wfi:L BARS SHALl. BE DRILLEO INTO EX,PAVEMENT HORIZONTALLY BY liSE OF A MECHANICAL RIG. DRILLIHG BY HAND IS troT AC¢EPTABLf.PUSHIHG OO"Wfi:L BARS !NTO GREEN CONCRETE OOT ACCEPTABLE.
LONGITUDINAL BUTT JOINT N.T.S. .& MONOLITHIC MEDIAN NOSES AT QUORUM Oft ISOLATION JOINT N.r.s. ADOISOli ROAD TOWN 'rSILlCONE JOINT SEALANT "'·01A. ((ACKEO ROO JOINT DETAIL l'l.T.5. m
CRILL & EPOXY ·4 r OOWELS c 18" O.C. AtONC OU1ER ·EOGES OF ¢\IRB 00\II1II INTO H£AoER. BE MONOlJlHl(;:. NEW CONCRETE ISLAND DEI AIL N.T.$. & 􀁾􀀻􀁾􀀠􀀮􀁾􀀮􀀠A:. ADOEtl)UM *2. 11/18/97
PAVING DETAILS ARAPAHO ROAD TO OALLAS NORTH TOlLWAY OF ADDISON. TEXAS Hi.l1U-ZolI"," 11'\¢,IC_",I!\&i ElI'h"ltfl oa.I,.... , ... ,_... _"",...."".TIn.. " 
SENT BY: 9-23-98 : 8:17A.1,I : HUITT-ZOlLARS. 􀁉􀁎􀁃􀀮􀁾􀀠HUITT-zoLlARS Dallas • Forr Worth • HOJISton • EJ P_ 0 Phoenir 0 Tustin • Ontario o.J.llniqlJldque • SeQ(/le • Tacoma FACSIMILE
TRANSMIITAL 􀁾􀀻􀀠4.. 21·'" Fax No.: 97'... 4..10 .. tl11 H"z PrQj. No. 01-1"72 f....1 No. afpases: Z (Including CO\'er SI1eet) TO: Jr.." .,.'VU' :To.... At. AJJu.... o URGENT J('For
Your Review o Please Call Upon Receipt 0 Oris. To FDIlow By Mai! SENTBY:,____'--_______ TIME:__ OATE,_·______ II>,",! -"""'!IIJI"Ifi-......."'1'__"'.p/HM.._w,__1iI1«I """'"OF(:!U) 87J.JJJ
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TOWN OF ADDIsoN PUBLIC WORKS To: 􀁻􀁊􀁻􀀩􀁾􀁥􀁵􀀮􀁥􀁫􀁲􀀠From: James C. Pierce,Jr.,P.E.,DEE Assistant Oty Engineer Company: Ed tiktl Gnsf Phone: 972/450-2879 FAX: 972/450-2837 FAX #:
􀁾􀀱􀀴􀀭􀀭35.;2. -3.;l.V I 16801 Westgrove Date: q--2 L -9 ?J P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): !lRe: IIrlLpqhD f!tJqd, o Original in mail 0 Per your
request 0 FYI 0 Call me Comments: I 􀁾􀁶􀁥􀀬􀀬􀀯􀁕􀁳􀁦􀀭ctmp/t?f-ee/􀁾􀀡􀁬􀀠􀀯􀁉􀁊􀁾􀁾􀀠of ;5 4ndtiCrd.s f4 M 􀁾􀁔􀁦􀁙􀀧􀁴􀀺􀁲􀁮􀁾f;, -GeJ-r:fo"tt... /It 􀁾􀀠14-: Oq,l/unttnf-: //1 iJ[ttce.
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􀁲􀀺􀁾􀁊􀁹􀀠ADDIsoN r&􀁾􀀮􀀠TOWN OF To: 􀁦􀀲􀀰􀁾􀀠uJelot Company: CjJ r11t Ctvt.dFAX #: /.2-1 L{-.-.. 3 􀁓􀀧􀁾􀀠--3d-oj Date:__ .1-.··_:..-..t..:1r"'--__f(L--_22# of pages (including
cover):--,-'_ Re: 􀁾􀁲􀀲􀁊􀀠-. PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀁾􀀲􀀸􀀷􀀹􀀠FAX: 􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀁾􀀲􀀸􀀳􀀷􀀠16801 Westgrove
P.O. Box 9010 Addison, TX 75001-9010 o Call me , 
_'1<******** -COMM.JOURNAL-******************** DATE 09-22-1998 ****** TII'E 08'29f'iM ** P.l MODE = TRANSMISSION START=09-22 08:28AM ND. COM SPEED NO STATION Nf'iI'E/PAGES TELEPHONE
ND. 001 OK " 92143523201 001 -Addison Svc Ctr -upstairs972 450 2834-************ 
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FAX (214) 352-3201 TELEPHONE(214) 358-6561 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540767 10605 HARRY HINES DALLAS, TEXAS 75354-0767 DALLAS, TEXAS 75220 September 15, 1998 Mr, James C, Pierce, Jr., P.E. Assistant
City Engineer Town ofAddison P_O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear Jim: We are in receipt of your
September 14, 1998 fax regarding barricades and roadway maintenance. The following infonnation should answer the questions noted on your fax: I. Pothole maintenance: As you are aware,
recent rains have caused some ofthe utility patches to deteriorate. E.L. Dalton was contacted and mobilized on September IS, 1998 to repair their utility patches. 1.1 4􀁾􀀠2_ Notification
procedures: Nelson Mitchel! (793-4500)' our primary point of contact for pot ho Ie and barricade maintenance. It is my understanding at his phone number has been distributed to several
Town of Addison departments and that th have been successful contacting him after nonnal working hours_ Quenton Wilbanks (507-4916) or Robert Weber (213-3849) can be contacted as secondary
points of contact. 􀁾􀁾􀁜􀁮􀁜􀁾􀀩􀀠3. Barricade maintenance: The utilization ofbarrels to delineate traffic lanes creates a constant problem of barricade maintenance. Our proj ect coordinator
and foremen are constantly resetting barrels that get knocked over by the traveling pUblic. Nelson Mitchell monitors the condition ofthe barricades daily and makes corrections as required.
This headache will persist unless another method to delineate the travel lanes is utilized. Ifyou have any questions regarding this infonnation, don't hesitate to contact our office.
􀁳􀁾􀁥􀀺􀁥􀁬􀁙􀀬􀀠 E􀁾􀁪􀁃􀁾􀁴􀁲􀁵􀀠'on Company Robert D. Weber Project Enginecr AN EQUAL OPPORTUNITY EMPLOYER 
TELEPHONE (214) 􀀳􀁾􀀱􀀠ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 5467.87 10605 HARRY HINES DALlAS, TEXAS 75354-n787 DAlUlII, TEXAII 7_ September 15, 1998 Mr. James C. Pierce, Jr.,
P.E. Assistant City EJJgineer Town ofAddison i .. P.O, Box 144 Addison, Texas 75001 Re: Arapaho Road Recolls\nl£tion Addison Road to Dallas North Tonway Town ofAddisoll Dear Jim: It
is oux" understanding that the Town ofAddison has requested that the construction .!lllla in the vicinity ofthe realigned Arapaho Road and Quorum Drive intersection be cordoned offwith
orange oonstructi()Jl fence during the Town's Oktoberfest celebration. It will take 600 LF of orange fence tc cordon off the area in question. Our material coi\t fur this work is $952.84
and is based upon the following schedule Qfcosts: Orange construction fence $96.88 per ron 8 rolls $775.04 6' metal poles $2.54 per pole 70 poles $177.80 Please include ihis item on
the next cbange order. Ifyou have any questions regarding this infollllation, don't hesitate to contact Oll{ office. Sincerely, 􀁾􀁉D.nx:company Rotle.rt D. Weber Project Engineer cc
AN EOUAlOPPORTUNI,." El\IPlOVER 
'IV\. \4::14) 352--3201 "An EquIIl Opportunity Emp/fr 1"". ::rELePHONe (214) 358-e. . ' ED BELL CONSTRUCTION COMPANY· :oosT OFFICE BOX 540787 . 10606 HARRY HINESBOUtevp JAllAS, TEXAS
75354-0787 DALlAS,TEXAS75. FAX TO: __􀁾􀁾􀁾􀁾􀁲􀀬􀁾􀁾􀁾􀁾􀁾􀁾______________􀁾________􀁾􀁾______________ 􀁁􀁾􀀠____􀁾􀁾􀁾􀁢􀁾􀀮􀁾􀁾____________________________________________ FAX NUIIIBER:
FROM: ____􀁾􀁾􀁾􀁾􀁾􀀽􀁾􀁾􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭DATE: ______􀁾􀁾􀁾􀁾􀁾􀁐􀁾􀀧􀁾􀀸􀁾􀀮_____________________________________ PAGE: _...1.'__ OF __Z-.__
MESSAGE: IF MESSAGE IS UNCLEAR PLEASE CONTACT OUR OFFICE AT (214) 358-6681 THANKYOUI 
􀀮􀀭􀁾􀀠: • 1 􀁾􀀠L􂀢ADDisoN Public Works I Engineering 16801 Weslgrove' P.O. Box 144 Addison, Texas 75001 Telephone: (214) 450-2871 • Fox: 12141931-6643 DATE q-1'5 -'1 XIJOB NO. ATTENTION
RE: /l.,rl.MJa j),.A'f;:!'.dJ V I L-l f?J 􀀮􀀱􀀮􀀴􀀭􀁪􀁌􀁾􀀠GENTLEMAN: WE ARE SENDING YOU 􀁾􀁡􀁃􀁨􀁥􀁤􀀠o Under separate cover via ______the following items: o Shop Drawings o Prints
o Plans 0 Samples 0 Specifications 0 ______________ o Copy of letter o Change order COPIES DATE NO. DESCRIPTION I ".j)rtLu.-.... ri.􀁾􀀠71.[ C'.JJ. ..... A. Jo II ./􀁾f M-!../U.1Lf-JJ
A L-k 􀁾II/ilh/j,A'AAC-! 0 v i THESE ARE TRANSMITTED as checked below: o 􀁾􀁡􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀀠0 Approved as submitted o Resubmit ______ copies for approval lB'For your use 0 Approved
as noted D Submit copies for distribution o As requested 0 Returned for corrections D Return corrected prints D For review and comment D _________________________ D FOR BIDS DUE __________19,___
o PRINTS RETURNED AFTER LOAN TO US REMARKS ____________________________________ " •.. "J'J ICOpy TO 􀁟􀁾􀀽􀁟􀀽􀁟􀀭􀀢􀁖􀀢􀁟􀀽􀁟􀀧􀁾􀁾􀀽􀀬􀀻􀀺􀀮􀀺􀀺􀀺􀀢􀁟􀁟_________ If enclosures are
not as noted, pleas n 
EAST Design Engineering Services 1506 COlllJIlerce Street -3 East Dallas. Texas 75201 FAX # 214/812 -7828 DATE: '9 £-fL.__􀁾___ TO; -:JJru 􀁁􀀨􀁬􀁉􀀩􀀨􀀺􀀡􀁟􀁾􀀠-L'.ily tJ//l1i"xw PHONE
# J..7.;l-%o-.,;:q1f _.... _.-......_---/lk'IAr to"ldui';I1.;"I!;'A/¥ :'fpeC5 Ar 1'h.tJBIL;jil 􀁇􀁾􀁕􀁊􀁴􀀴􀀮􀁨􀀧􀁯􀁎􀀵􀀠.DAi 􀁴􀁴􀁊􀁾􀀠II __ ; .'_.------------NUMBER OF PAGES SENT 􀁟􀁾__
(INCWDING THIS SHEET) fqr Canlirmlldon all Manlta Horak 1 t41812:-7BG6 
CD <"'"-<:--Ale Iv 6e INsl-ulkl 1:..r;}:VB , AI/i/"5 .(()(;a.frC,AJ, (II)./ell''*' Cf LlJ5tl/IeJy. 51dh . if!I'lik AM ,vel .6t>eAl -:rei . tptA# CMuJ tvt'llJ?,tif 14).tW f,tMJ (CIV/U//􀁾Vl)a::;..

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'11) IE MINI\IUM ..,I'SI AT 'III D/lY&. (Ii $AIXI 􀁾_2£ l1E 314". lOP Of 1'OUN1lI/o11Clll 11) III 11ICI'MI.EO to A FVJ' _ 􀁾SlIIU'ACE INIlID fl)(Q!SM 'I1\DWalHG. Cltl6II:IIm 'Ill ar
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:!. IIICH(lII 801.:1$ 1'0 IBE fiUR'UED v.mI POLE. US/! 'IbI!PtATE: fUNSHEI! BY 1'0\£ hWIIIFAC:l'lJfIal FI:iII.liLIGIIHG ANQlCR BOlTS. I'IIIlJIlCTlON Of 3 IN. 0'1 2!i" iIO fT. &QUAIIE
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FOil COIiNECOOI'l OF tGfIOUI/O WAE TO POLE. II. A MI/IIUUU OF 12' (IF _ IHl SO aJ IMII£ TO Be I'\ACeb III I!OTl'()M Of HOLE NID t()\IEI1Etl 1MfH :r01' DIIIT. 7. IF llOIL HilS BEEN I;IISMIBEl).
EXlEIiCI FIlIlNllol.'I1QN !IV DfPlH Of ClSTURBED IiOII. cu APPROVED BY 7UELECTRIC 
Tuesday, September 08, 19981:11 PM To: Jim Pierce Cc: John Baumgartner Subject: RE: Arapaho Road DBE Participation Paragraph 10 of Section AB at the front of our bid document, the last
two sentences, states "If the bidder fails to achieve the contract goal as stated herein, it will be required to provide documentation demonstrating that it made good faith efforts in
attempting to do so. A bid that fails to meet these requirements will be considered nonresponsive. Please call me so we can discuss what has transpired and our course of action. Clyde
Johnson Purcbasing Manager -7090 -Original Message-From: Jim Pierce Sent: Tuesday, September 08,199811:43 AM To: Clyde Johnson Cc: John Baumgartner Subject: Arapaho Road DBE Participafion
It appears that Ed Bell Const. Co. will not meet their DBE goal. I'm wondering what impact this may have, and particularly, will it affect our DART funding. Jim. 
TOWN OF 􀁦􀀶􀀭􀁾􀀠. ADDIsoN PUBLIC WORKS To: From: James C. Pierce,Jr.,P.E.,DEE {{Dhfrt W.e-kr Assistant City Engineer Company: Eo{ &Il Ctn6-/--' Phone: 972/450-2879 FAX: 972/450-2837
16801 Westgrove Date: '{-I 4--CJ 􀁾􀀠P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover):--:/__ Re: Ay-a PClc Vt..D 􀁥􀁄􀁾D Original in mail D Per your request D FYI D
Call me Comments: f!)ver-H'-R 􀀧􀀭􀀼􀁬􀁥􀁥􀁾􀀢􀀠􀁦􀀨􀁽􀁡􀁉􀀿􀁁􀁾􀀵􀀠􀁣􀀺􀁉􀁾􀁬􀁥􀁲􀀯􀁯􀁮􀁱􀁨􀁣􀁦sha-d1t -3 In 􀀮􀁑􀀨􀁻􀁲􀀭􀁨􀁾􀁖􀀧􀀠-(J-eq r 􀁻􀁁􀁶􀁲􀁾􀀦􀁲􀁴􀁾􀀠􀁾􀀠Jl1 vn erlt -efJ
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-"",,"'***"'** -C1Jl'1M. JOURNAL-"""""""''''''''''''''''**'''****'''''' DATE 09-14-1998 """""""'* TIME 08:38AM ** P.l MODE TRANSMISSION 􀁓􀁔􀁁􀁒􀁔􀁾􀀰􀀹􀀭􀀱􀀴􀀠08:24AM 􀁾􀀹􀀭􀀱􀀴􀀠08:
38AM NO. COM SPEED NO STATION NAME/PAGES TELEPHONE NO. 001 OK II 92143523201 001 -Addison Sue Ctr -Upstairs972 450 2834-_ 
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HLiITI-ZOLlARS Huitt·Zoliars, Inc./3131 McKinney Avenue {Suite 600 I LB 105/Dallas, Texas 75204-2489/214/871-3311 f FAX 214{871-0757 September 3, 1998 Mr. James C. Pierce, Jr., P.E.,
DEE Assistant City Engineer Town ofAddison P.O. Box 144 Addison, TX 75001 RE: Arapaho Road Reconstruction Dear Mr. Pierce: Due to the well-publicized cement shortage, Ed Bell Construction
Co. has submitted two 6-sack concrete mix designs for use in constructing the Arapaho Road street pavement. One of the mixes is to be supplied by Lattimore Materials Company and the
other mix is to be supplied by Ed Bell's concrete batch plant. In the event the Town allows Ed Bell to use concrete from both sources in one days placement, we have no objections to
this approach, provided that the Town's inspector makes sure test beams are taken from the two sources of concrete at the intervals specified in NCTCOG Specification 5.8.6.c. This will
result in additional test beams being taken because of the two concrete suppliers. The testing lab should also take note of the concrete supplier and the paving station where the test
beams are taken in the event test results fail to meet the project strength requirements. Please give me a call if you should have any questions. Sincerely, Huitt-Zollars, Inc. L.c-'.
a 􀁾􀀠Kenneth A. Roberts, P .E. Vice President Da1las I Fort Worth I HousLon! EI Paso' Phoenix !Tustin I Ontario I Albuquerque f Seattle /Tacoma 
COMPARISON OF MIX DESIGNS Maxim Lattimore #42 Cement 470 564 Coarse Aggregate 1922 1850 Fine Aggregate 1327 1332 Water 233 237 Water Cement Ratio 0.50 0.42 Admix #1 H20 Reducer 14.1
22.6 Admix #2 Air Entrain 2.4 3.7 Slump 4.0 max 3-5 Aggregates-Coarse % Pass % Pass 1 1/2 98 100 1 97.5 3/4 42 1/2 56.7 3/8 20 , #4 3 9.9 #8 0.3 Fine Aggregate 3/8 100 100 #4 97 99 #8
88 91 #16 78 68 #30 61 48 #50 26 17 #100 5 5 
" MEMO To: John Baumgartner From: Clyde Johnson CC: Jim Pierce Re: Ed Bell Construction, Claim by Subcontractor Date: 08/17/98 Attached is a copy of a claim filed by US Rentals, Inc.
I explained to Robert Graves that he can't file a lien against the Town and that his remedy is through the bonding company if Ed Bell refuses to acknowledge the debt. CLYDE JOHNSON,
C.P.M. PURCHASING MANAGER TEL. 972-450-7090 FAX 972-450-7096 EMAIL cjohnson@ci.addison.tx.us 
US RENTALS, INC. 􀁾􀁾􀂩􀁉􀂧􀁾􀁗􀁾􀁾DIVISION V CREDIT OFFICE P.O. BOX 202165 ARLINGTON, TX 76006 AUG 1 7 1998 817 I 606·0033 TOWN OF ADDISON PURCHASING DIVISION Owner or Reputed Owner
Surety \ 0'61,,1 Dr 􀁁􀁄􀁄􀁜􀁾􀁯􀁊􀀠..AMEfZ..\.c.M A-V10 \N$Ue.AN.c..c: 􀀿􀁯􀀮􀁾􀀠90\0 7771 􀁾􀁎􀀠fN."el,.J J:)z.'Ve:: ,ADD 􀀩􀁓􀁾􀁊􀀠􀀩􀀽􀁲􀁾􀁾7500\' 9010 N.OV,6...\O 1 (A 94<7<7& CERTIFIED
MAIL -;z= '"351 cf}7· 770 BOND# \ I \ 􀁾􀀺􀁳􀁾􀀺􀁳􀁾􀀨91 Original Contractor CERTIFIEDMAILVZ 39, '097-7721 \ .􀁃􀁯􀁎􀁾􀁔􀁾􀁇􀀭􀁲􀁜e.J. ? 0. 􀁾􀁬􀀩􀀨􀀠S401e::,1 LA, \ 􀁁􀁓􀀩􀀺􀁉􀁾􀀧􀀺􀀺􀀺􀀾􀀠􀀱􀀵􀁾􀀵�
�'0187 CERTIFIED MAILH______CERTIFIED MAILH,Z 354--cA7'7l \ Sub Contractor Incurring·lndebtedness AMOUNT OF CLAIM 􀁅􀁰􀁾􀁜􀀠􀀬􀁃􀁯􀁎􀁾􀀧􀀼􀀲􀀮􀀮􀁊􀀧􀀭􀀭􀀱􀀱0.1 s?bBO?'J 􀀿􀁯􀀮􀁾􀁯􀁾􀀠5'40161
􀁾􀁬􀀠\ ¢>"'--, ;IE)<6-? ('5'3'54-· r5>1e,1 lZAf'AI.\O 􀁾􀀠􀀬􀀮􀀶􀀮􀁄􀁄􀁜􀁾􀁃􀁾􀀠Co/l<:::"", 􀀢􀁁􀁾􀁐􀁁􀁉􀀴􀁏􀁾􀀠The mechanic's and materialman's lien statutes as conlained in the Property
Code of the Slate of Texas requires that we notify you and each of you that the above figure is the amount ofa past due. outstanding balance with US RENTALS, INC .• P.O. BOX 202165,
Arlington. Texas. 76006, incurred when US RENTALS. INC. furnished labor. materials, or construction equipment used in the direct prosecution of the work at the job site mentionep above,
The labor, materials or construction equiPjent was furnished to !g"J'> &=-! ( /CQN':'l eJc...']I o..J. during the month (s) of'.. II !>I.e::::::" 􀀬􀀱􀀹􀁾􀀠The nalUre of the labor and
materials furnished was rental equipment and supplies. TO THE OWNERS OF THE PROPERTY: If this bill remains unpaid. you may become personally liable and your property subject to a 1ien
unless you withhold payments from the contractor for payment of this account or u'nless this bill is otherwise paid or settled. Demand for payment is hereby made pursuant to Section
53.083 of the Property Code of the State of Texas. We further assert our claim under Chapter 162 of the Texas Propert Code with regard to an and all construction Trust Funds owed to
􀁾􀀠V The law requires that this notice is sent 10 you prior to the expiration of limited number of days for us to protect our interest and for that reason we are sending you this notice.
Please do nOI construe this leiter as a reflection upon the integrity of your contractor. as this rrocedure is followed 10 comply with our State Lien Laws. Attached hereto and incorporated
herein is an itemized list of all invoiccs due. We know your assistance can be counted upon in this matter. 􀁓􀁩􀀺􀁣􀁥􀁲􀁾􀀬􀀯';1! 􀁾􀁾, c 􀁟􀁾􀁌􀀭􀀺􀀽􀁃􀀢􀀭􀁊􀀮􀀡􀀧􀀭􀁬􀁉􀀮􀁕􀁲􀀮􀁣􀀮􀀮􀁊􀀮􀁟􀀢􀀢􀁾􀁾
􀁏􀁌􀀽􀀭􀀽􀀢􀀢􀀢􀀢.....=-",-,,-___􀁾􀁣􀁲􀁥􀁤􀁩􀁴􀀠Representative 
1 041 --589f:: !. ,D eELL 􀁃􀁏􀁉􀀧􀁾􀁓􀁔􀁆􀀬􀁕􀁃􀁔􀀧􀁉􀀠Ol'i 􀁒􀁄􀁄􀁊􀁓􀁮􀁾􀀠lD7lH :2.l4)358·· 0982 9 J r, n HYO 􀁆􀁾􀀠D H (::!1f1[ r, 062598 􀀱􀀲􀁾􀀲􀀻􀀺􀀠lD (I 500 1.:: 0 0 OUT' 60.(j
Jj\1 :: TOTAL:: I D DaJU[RY 􀁆􀁾􀁅􀁉􀁾􀁔􀁁􀁌􀀠D[LIurHY l-,);qr,n 􀀢􀁉􀀧􀁇􀁔􀁾􀀺􀀠t_ ';oo.co 40.00 300.00 '+0.00 􀀺􀀿􀀸􀀬􀁏􀁜􀀻􀁾􀀠
B US RENTALS SWORN STATEMENTS OF ACCOUNT THE STATE OF TEXAS COUNTY OF Cf>R e 􀀯􀁜􀁾􀀠RE ME, the undersigned authority, personally appeared _______ 􀁑􀀮􀁁􀀺􀁾􀁊􀁅􀀺􀁓􀀺􀀮􀀠. •who upon
oath, deposed and stated: In accordance with an agreement with Fb􀁾I· 􀁾􀀤􀁉􀁥􀀮􀁊􀁣􀀮􀀮􀁔􀁉􀁳􀀾􀁊􀀠Claimant has furnished Rental Equipment/Supplies in connection with +k.... '"􀁾􀀧􀁲􀁚􀀮􀁄􀁐􀀧􀁁􀁕􀁏
􀁾􀁴􀀺􀀾􀁊􀀺􀀾􀀠􀁅􀁘􀀺􀁲􀁯􀁬􀀧􀀡􀀺􀀾􀁉􀁾􀀢􀀠􀀮􀁁􀀡􀀮􀀿􀀧􀁁􀁰􀁾􀁯".ADD\!>o,.t Tcw,J OFACD\::...J ) " The amount due and unpaid for such Rental EquiE.IDent/Supplies, after allowing for
All lawful offsets, payments and credits is $ 365􀁾􀀠for which claim is hereby made. 􀁾􀁹􀁓􀁾􀀠SUBSCRIBED AND SWORN TO BEFORE ME BY 􀁾Q,J\h,..1"H..,9 On this the lq day of 􀁾􀀠,19 "Ill
,to certify which witness my hand and seal of office . •􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀀭􀀧􀀢􀀧􀀢THE STATE OF TEXAS MY COMMISSION EXPIRES US RENTALS, INC., P.o. BOX 202165, ARLINGTON, TX. 76006,
(817) 606·0033, FAX (811) 606·0040 
TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354-0787 DALLAS. TEXAS 75220 August 14, 1998 Mr. James C. Pierce, Jr.,
P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear Mr. Pierce: As
we have discussed on earlier occasions, EBCC is exploring the option oferecting our concrete batch plant to produce concrete for a portion ofthe referenced project. Enclosed for your
review and approval is our concrete batch design developed by Maxim Technologies, Inc. for 650 psi (flex) concrete for paving. Please inform us ofyour decision regarding this design.
If you have any questions regarding this information, don't hesitate to contact our office. Sincerely, 􀁾􀁾􀀧􀁋􀁬􀁬􀀠con1clion Company 􀁾􀁾􀀮􀁾􀀠 Robert D. Weber Project Engineer AN
EQUAL OPPORTUNITY EMPLOYER 
Hue. 1.:5 1,..,," 1b'4;J Hoi DALLRS-LONESTAR 2149201891 TO 93S23201 P.02/89 Maxim Tec:lmologi88 Inc. WS lAM SIal' Cr•• 1'.0. S ..... 2%<l27 Dallas. T_ 1$22:?; Tolephotle: (214) 􀀤􀀳􀀱􀁾􀀠FJI:l(;
(214) 920-18S1Portland Cement Concrete C1ieDt: Mix Design Report 􀁅􀁤􀁂􀁣􀁕􀁾􀀠10605 HmyHines Blvd. Dallas, Texas 75220 AmI: RDbcrt Wc:bbcr Project No.: Report No.: SmriceDaw P.lofl
9163m 136040 08107198 Projed: CoD=tt: Mix Design IdeDtifie.atioa: Flexural mixwith air /65Opsi 5.0 NA 4.0max NA 0.50. NA Ash 'iCoaI!Se Aggregate 􀁾􀀠. #2 '_.NOIlIIal PortImd . Normal
Fly Ash 1 112"· i/4 #4.0 Water Reducer 470 o <; 1922 "( 1321 233 14.1 2.4 Type! TypeC Czushed StDao NaIm'aI Saod ASTMC494 2.39 0.00 11.56 8.10 3.73 NA 1.22 :3.l5 2.74 2.66 2.62 NA UDit
Weigilt ofFrah 􀁃􀁾􀀯􀁣􀀺􀁵􀁢􀁩􀁥root): 146.4 AdjIlS!;WIlertom ajntajn4" slUmp. Ad,iu$t air emraiuiDg apDt to meipt,pn 4.5% air 􀁾􀀱􀁁􀁬􀀺􀁮􀁴􀀠 WeigbI$ b 8.S.D.-MoisIuR: Com:>etiOll
Rl:quired. O'......l'IIpidI_......􀁾􀁟• 􀀮􀀬􀁾.......__...........-.\to., ' '....w ...... ............._1ooIoanoIo.y.1Iw ...ot-____........ 0.__........,.,............_ _ ..................ioiiI:IoIi
oc"'...-,."..,........_.._,........ 
-----'-'--r:::-::::-:-=--:-:-----AUG 13 1998 16: 50 FR DALLAS-LONESTAR 2149201891 TO 93523201 P.03/09 MaxIm Tec!Jnologies Inc. 2575 \.Qno Stat Ot•• P.O_ eo. 224227 Dall••• T""•• 75222
Tol"!,",,ne: !21"1631·2700 fAX: 12141 920-1891 REPORT OF CONCRETE FLEXURAL STRENGTH CLIENT: ED BELL CONSTRUCTION 􀁾􀁏􀁥􀀰􀀵􀀠􀁈􀁁􀁒􀁒􀁾􀀠HINES BLVD PAGE 1 OF 2. ATTN': ROBERT WEBBER
DALLAS, TX 75220 PROJECT NO.: 9863997 REPORT NO.: B60..0 PROJeCT: MIX DESIGNS OATE OF GIiRVICE: 7􀀯􀁾􀁏/9 8 AUTHORIZATION: REPORT OATe: 8/07/99 SERVIces: Test flexural 􀁳􀁴􀁲􀁥􀁮􀁧􀁾􀁨􀀠specimens
prepared to confirm 􀁳􀁴􀁲􀁥􀁮􀁧􀁾􀁨􀀠properties of 􀁾􀁨􀁥􀀠m1x design. PROJECT DATA 􀁃􀁑􀁎􀁔􀁾􀁁􀁃􀁔􀁏􀁒􀀺􀀠ED BELL 􀁃􀁏􀁎􀁓􀁾􀁕􀁃􀁔􀁉􀁏􀁎􀀠eLMS OF CONCRETE: In-hili design CONCRETE
SUPPUER: N/A OATE OF Pl.ACEMENT: 􀀷􀀯􀁾􀁏􀀯􀀹􀀶􀀠PLANT: N/A TIME SAMPLEO: 05 , 0011M BY: Michael Marlar. CET SPECIFICAllON REQUIREMENTS TEMPERATURE lo.gF) -AIR; 72 CONCRETE: 81 STRENGTH:
6S0psi @2S DAYS mUCK NO; N/A TICKET NO; '/if/A SLUMP: 4 "Max. AlA: 3-5 MEAGURED SLUMP 1i".I: 3.25 METHOO OF TEST AIR CONTENTI%I: 4. S UNIT 􀁗􀁅􀁉􀁇􀁉􀀴􀁔􀀨􀁾􀁃􀁬􀁬􀀺􀀠145.6 SAMPLING:
ASTM Cln LOCATION OF PlACEMENT:MOLDING & CURING: ASTMC31 In lab mix design.SLUMP: ASTM C143 TEMPERATURE: ASTM C10G4 AIR CONTENT: ASTM C231 UNIT WEIGHT: ASTM CBB TESTING: ASTM C78 REPORT
OF TESTS CONCRETE FLEXURAL STRENGTH· 6 X 6 BEAMS BEAM SPECIMEN MAXIMUM MODULUS OF MARKEO DATE AGE MOISTURE SEARING LOAD RUPTURE §;I ..lliL TESTEO .MmL CONDITION CONTACT Ilbs. fQrcet
􀁦􀁾􀁩􀁬􀀠REMARKS 1 1 7/1i/99 7 6.20 6.00 18 WET GRND/SHIMMED 7140 575 1 :2 '/17/98 7 6.10 6.00 18 Wl:l. GRND/SHIMMED 7250 595 J. 3 7/17/98 -7 6.10 6.00 18 WET GRNI)/SIlIMMED 5960 570
1 4 8/07/98 28 6.00 6.10 18 WET GRNI)/5HIMMED 10140 82.0 J. 5 8/07/98 28 6.00 6.10 􀁾􀀹􀀠WET GRND/SHIMMED 9120 735 􀁾􀀠5 8/07/98 28 6.10 5_1Q 16 WET GRND/SHIMMED 9000 715 Report Of Teees
Continued On Page 2 
Maxim Technologies Inc. 2575 Lone Star Or.• P.O. Box 224227hJ'<J Dallas. Texas 75222 Telephone: 1214l631-2700 FAX: 12141 920·1891 REPORT OF COARSE AND FINE AGGREGATE TESTING CLIENT:
ED BELL CONSTRUCTION 10605 HARRY HINES BLVD ATTN: ROBERT WEBBER DALLAS, TX 75220 PROJECT NO.: 9863997 REPORT NO.: 135856 PROJECT: MIX DESIGNS DATE OF SERVICE: 6/25/98 AUTHORIZATION:
REPORT DATE: 7/29/98 SERVICES: Coarse and Fine Aggregate Testing. REPORT OF TESTS Sieve Analysis of Coarse Aggregate -ASTM C-33 Size #467 Sieve Size 1 1/2" 3/4 3/8 #4 Actual Percent
Passing 98 42 -, 20 3 Required Percent Retained 95-100 35-70 10-30 0-5 Report Of Tests Continued On Page 2 Our 􀁉􀁾􀁥􀁲􀁳􀀠and rePOltS are fGt the e)!(;ll.I-Siv$ use of tIW cliotl( to
whom 'hoy aro 􀁡􀁤􀁾􀁲􀁯􀁳􀁳􀁥􀁤􀀠and shall not be raoroduced BXcell"t in full W,(l'Ioot the approval.of the lasting laboratory. ThO use of our name must reCQlve our wrinqn OIPOf01o'/ll,
Our klners and repcns109S DY apply only to the sample tested androi in$pkted. and oro not indicative of the quantltios of apparently identical or simITar products. 
ED BELL CONSTRUCTION PROJECT NO. 9863997 REPORT NO. 135856 PAGE 2 OF 2 DATE OF SERVICE: 6;25/98 REPORT OF TESTS (Continued) Sieve Analysis of Fine Aggregates -ASTM C-33 Sieve Size Percent
Passing Percent Required * 3/8" #4 #8 #16 #30 #50 #100 100 97 88 78 61* 26 5 100 95-100 80-100 50-85 25-60 10-30 2-10 Technician: Vince Mosakowski Report Distribution: m ED BEll. CONSTRUCTION
TECHNO GIES I 􀁾􀀠Our letters 1100 repon:,slili'll (or the oxelusive use of 1119 client to whom they ere addressed and 5 not re uced e)lcell{ it)full wlttlout Iha apPftWM of the tes-cing
laboratory. The use of our name must receive OI.It wrinen appcova r letters aM: lepDrts1099DY apply only to t/'le umsmt tes(l,d and/or inspected, and are not Indicative of the Qusntities
at apparently identical or similar products, 
TELEPHONE (21 􀁾􀁬􀀠358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HIN ES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 May 8, 1998 Mr. James C. Pierce, Jr.,
P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear Mr. Pierce: Enclosed
for you review and approval are our concrete batch designs from Lattimore Materials Company for 3000 psi (design # 38), 3600 psi (design # 40), and 4200 psi (design # 42) concrete. In
addition to utilizing mix design # 42 to produce CL C concrete, it is our intent to utilize mix design # 42 to produce concrete for the paving on this project. Please inform us of your
decision regarding these designs. If you have any questions regarding this information, don't hesitate to contact our office. 􀁾􀁥􀁾􀁉􀁙􀀧􀀠0 􀁾􀁾􀁣􀁯􀁾􀁳􀁴􀀮􀀠ion Company Robert D.
Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
LATTIMORE MATERIALS PAGE 82 LAnlMORE MATERIALS COMPANY P.o. BOX 556 McKINNEY, TEXAS 75070-0556 (972.) 569-4646 (972) 221-4646 Client: Ed Bell Construction Co. Date: OB-May-98 Project:
Arapaho Road Addison. Texas Materials: Cement: Type 1, ASTM C-150, Texas-LeHigh Cemenl Flyash: ASTM C-1118. Class C, Holnam Coarse Agg.: ASTM C-33, 1"-#4 Lattimore Crushed stone Fine
Agg.: ASTM 0-33, Lattimore Concrete Sand Admixtures: ASTM C-494, Sika ASTM C-260, Sika 1 Cubic Yard By Weight -SSD MiX No. as 40 42 Strength @28 Days 3000 3600 4200 1650 Flex Air Air
Air Cement,lbs 470 517 564 Fly Ash, Ibs 0 0 0 e.Agg"lbs 1850 1850 850 Sand,lbs 1437 1369 -" \S-::Lt1332 Water,lbs 227 238 237 WIR,oz 18.8 20.7 22.6 AEA oz li M U Total Weight 3984 3974
3983 Unit Wt, #fCF 147,56 147.19 147.52 W/C Ratio, ## 0.48 0.46 0,42 Fly Ash, % a 0 a Maximum Temp, deg. 95 95 95 Slump, inches 3-5 3-5 3-5 Air, %entrained 5-8 5-8 5-8 • Admixture dosage
sUbject to adjustment as needed (ASTM e.g., Note 7) to Air content per rec:ommendations ofASTM C.g4.? (Table 3) Lattimore Ready Mix guarantee.. the above miX design will achieve the
epecified strength when tested and evaluated In accordance with ASTM C.172, C.31, C-39 and C-94 and when the recommended procedures for placement and curing outlined In AC1305l306 are
followed. In accordance with ASTM C·S4, Laltimore Materials Co. raquests that copies of all , , iltfenst/! teste be forwarded to our Quality Control Department. GH 
12:57 972-221-4186 LATTIMORE MATERIALS PAGE 8S ATe Associates, Inc. t1356 MaaJis PROJECT INSPECTION Dallas, Texas 75229 REPORT 972tSS6-2:204 page 1ofl PROJBCT: Job No.: 2S.()2-96-OQSS9.SOe
CLIENT: 1111" I" 1/2" 1/4 18 100 :56.7 9.9 100 95-100 , ()..s Ulllt w.-Dry lmdded =C-W1Unit WeilJht (Pet) A\'e1"lI@! of3 I .0.28 ATe REPRESENTATIVE: J. ThOmp&Oll 
12:57 972-221-4168 LATTIMORE MATERIALS PAGE 09 Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF ANALYSIS Of CONCRETE AGGREGATES CLIENT: Lattimore Materials
Co. DATE: 5 November 1997 PROJECT:' GenernlUse SAMPLES: Submitted to Hooper Engineering Laboratories. 'tIC. on 1115/97 by Lattilllore Material$ Co. . SUPPLIER: Thackerville RETAINED
ON NATURAl SAND . ASTM c33 SievE Size .0-#4: REQUIREMENTS. . 1-112" I" " f .3/4",. "<..\ . . 112" 􀀮􀁾􀀧􀀮􀀠.'.318" 0% ".' 0 No.4 1 􀁏􀁾􀀮􀀶􀀠. No.8 9 .·0·20 No. 16 32 Hi-50 No. 30 S2
40 -75 No. 50 83 70·90 No. 100 95 90· 98 '. ,I'lNENESSMOOULUS 2.72 2.30.to 3.10 SPECIAC GRAVITY 2.59 FINER lliAN NO. 200 sIeve 3.9% 5.0% Max. DRY ROOOED WEIGHT. PCF .103.7 TECHNICIAN:
LS DISTRIBunON: 121 Lattimore Materials Co., Cunis Lee "a" (:!!14\ 361-5148 
TOWN OF ADDIsoN TO:7i/n 􀀡􀀳􀁾􀀨􀁣􀁬􀁥􀁬j/fl1i!1 Company: 5uJ&U FAX#: 􀁱􀀷􀁲􀁾􀀭􀀦􀀳􀁩􀀺􀀭􀀷􀁯􀁾􀀨􀁊􀀮􀀮􀀮􀀮􀀠Date: f-3--7k: # of pages (including cover): 2.. Re: Ara<,t/Cc A-o f?1!.
o Original in mail 0 Per your request PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison,
TX 75001-9010 XFYI o Call me Comments: 􀁾􀁾􀀭􀀺􀁊􀀠
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Sent: Thursday, August 27,19983:24 PM To: jpierce@ci.addison.tx.us Cc: jhooker1@tu.com Subject: Re: Arapaho Road Underground SelVices Jim, I just got word that the SupelVisor over our
contractors will have them start on this first thing next week-barring some sort of unexpected emergency. Let me know if you need any more informstion. Joel ipierce@ci.addison.tx.us
on 08/27/98 12:00:37 PM To: Joel PorterfT exas Utilities Jeanne Hooker/LSG/ENSERCHfUS, JBaumgartner@ci.addison.tx.us I􀁾􀁢􀁪􀁥􀁣􀁴􀀺􀀠Arapaho Road Underground SelVices Lime stabilization
operations are 90% complete from the intersection of old Arapaho and new Arapaho eastward. You have one pole to be removed in this area. From that point westward, lime stabilization
will begin next week. You have 4 poles to be removed in that area. I have not seen any activity by TU in the area since I sent my letter. Please advise. Jim. 
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􀀠􀁾􀁩􀀭)-􀁾􀁲􀁊􀁄􀀯􀀠dJt 􀂧􀁦􀁾􀀠. 􀁾􀀠1J 􀀭􀁊􀁾􀁾􀀩􀀠􀁲􀀭􀀭􀁾􀁾􀀠􀁾􀁾􀁾􀀠 
􀀧􀀷􀀮􀁅􀀧􀀡􀀡􀁾􀁟􀁳􀀡􀀮􀀠_ nJ3 ill'S?:!,?", ® PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office BOl( 9010 Addison. Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠 16801 Wesigrove August 21, 1998 Mr.
Joel Porter Sr. Cust Svc Mkt Rep TU Electric Lone Star Gas 14400 Josey Lane Farmers Branch, TX 75234 Re: Arapaho Road Underground Electric Dear Mr, Porter: As you may know, the Town
is in the process of constructing improvements to Arapaho Road, Part ofthe improvements include elimination of the overhead electric lines at the west end ofArapaho Road, The necessary
underground conduit and switchgear vault facilities were constructed by E.L. Dalton Co. and were completed on or about June 26, 1998. Since that time, I have been trying to getTU Electric to install the underground cab Ie, make the switchovers, and remove the poles, so that road paving can progress, I have communicated our need to Joe Perez, Bruce Nutt, and
Bobby Inmon, Some work has been done, but as of August 20, 1998, a significant amount ofadditional work remains. remains. The situation is now CRITICAL as our contractor has begun lime
stabilizing the road, with the concrete pavement to follow, Ifwe don't get the poles removed, we will have to pave around them, which is an option we do not want to consider. This is
to request that you marshal all of the forces necessary to complete this project and remove the poles before the paving crew gets to that area. Please caIl me at 972-450-2879 if you
have any questions, Very truly yours, Town of Addison 􀁾􀀠P.E" DEE cc: Jeanne Hooker, District Manager, TU Electric John Baumgartner, Director of Public Works Bobby Inmon, Engineering
Analyst, TU Electric 􀀷􀀢􀂥􀀧􀁖􀁦􀁪􀀨􀁙􀁪􀁾􀀠es C. Pierce, Jr" \'\.ssistant City Engineer 
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Sent: Thursday, August 13,19984:20 PM To: Jim Pierce Subject: CALL FROM SUB CONTRACTOR I RECEIVED A CALL FROM US RENTALS DISTRICT OFFICE WANTING THE BONDING COMPANY AND BOND NUMBER FOR
ED BELL -ARAPAHO RD. CLAIMS JUNE INVOICE UNPAID AND THEY WON'T RETURN HIS CALLS. THIS IS F.Y.I. I GAVE THEM THE INFORMATION REQUESTED. CLYDE JOHNSON PURCHASING MANAGER 
CITY OF ADDISON. TEXAS DALLAS COUNTY PROJ/WORK NO. 1876 PROJECT NAME: DALLAS LeN #239 DALLAS. TX EV A DESCRIPTION AS-BUILT DATE 07/03/97 4L. 1-2." I;OPL DRIVE !'<ILl Mil TO IhE.LDW£l.EO
􀁐􀁅􀁾􀀠L ITY OJ: PlOOl'JON MATERIAL LIST UANTITY CABLE S'/OO' S,. DRILL STEM 7" 1-284' 81! CA 􀁍􀁋􀁒􀁓􀁾􀁟􀀠. 2 􀁾􀀧􀁘􀀴􀀧􀁸􀀼􀁬􀀧􀀠ttANHOLE 2 171 • 1.gH HOPE 􀁾􀀠􀁾􀀠8512 I I .I\I'I'h
I Mel metro A.CCESS 'A.A.r-..ISrv1ISSIC>N SEA"'CES. INC. 22150 LAKESIDE BLVD. RICHARDSON, T'X 􀀷􀁓􀀰􀁂􀁾􀀠SIGNATURE CYCLE DATE PROJ MGR: J. NACCARATO PROJ ENG: 8. BIlliNGTON CAD OFro:
MelM 07/03/91 ! t···· SHEET NO: 139 DRAWING NO: 181801!19.AS6 SCALE: 0 i " " HORIZONTAL SCALE: 1 "=40' VERT ICAL SCALE: ,"=40' DISCLAIMER EXCEPT AS WAY IlE OTHERWIS( PROVIDED BY CIl'ITRAcr.
THESE DRAWINGS AND SPECIFICATIONS SHAlL RE ....AIN THE PROPERTY OF ACCESS TRAHSIUSS-lON SERVICES. INC.. 80TH aEING ISSUED IN STRICT COt;FIOENCE AND SHAll NOT BE REPROOUCEO. CCPI[O. OR
USED F(fI ANY PURPOSE WI THWT SPECIF Ie _________________..J."'"'"IT..TE.,.""''''''',,",,IS,,',,'I><=-______ 
TOWN OF ADDIsoN PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEETo: ;vkrzor 􀁾􀀠Assistant City Engineer Company: tJ1c.I-Phone: 972/450-2879 FAX: 972/450-2837 FAX#: CJ7d.-l5b-5/7D 16801
Westgrove Date:__....... P.O. Box 9010 􀁹􀁟􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀁴􀀧􀀭􀀭􀀽􀀳􀀧􀀭􀀭􀁣􀀹􀀮􀀮􀀮􀀮􀀮􀁌􀀮􀀮􀀮􀀱􀁯􀀿􀀺􀀧􀀭􀀭􀀭􀁟􀀠Addison, TX 75001-9010 # of pages (including cover): .3 Re:· $ee:i-tf!)perJlny
-{j)/{JrC( VJ] j)/b-l4/'<_I I D Original in mail 􀁾􀁥􀁲your request D FYI D Can me 􀁣􀀭􀁾􀁴􀀱􀁾􀁾􀀠 􀁴􀁦􀀻􀀻􀀺􀀻􀀺􀀷􀀺􀁾􀀠􀁾􀁾􀁾􀀠 7 
DATE OF APPLICATION,_______ 0326No._..:::..:==-_ TOWN OF ADDISON RIGHT-OF-WAY STREET CUT-EXCAVATION Requesting Company _______________________________________ Address of Requesting Company
_____.... Phone -(Dayl ________________: (NighrlEmergency) Work Site Location ________________________________________ 􀁐􀁵􀁾􀁯􀁳􀁥􀁯􀁦􀁗􀁯􀁲􀁫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Date of Work -Start ________________r"'''''' ________......􀁾􀁟􀀮􀁟.._______(approx.) Type of Work ( ) Routine ( ) Emergency NOTICE: ""'Esfimated start date shall
be ten (10) working days from date of issuance or earlier. ""'Barricades shall conform to the Texas Manual on Uniform Traffic Control Devices, and a sketch may be required for permit
to be issued. ""'No interference with traffic flow on city streets shall be permitted during the hours of6:30 a.m. to 9:30 a.m. and 3:30 p.m. to 6:30 p.m., Monday through Fridays. No
interference with traffic flow on Belt Line Road and Midway Road, will be permitted permitted during the hours of: 6:00 a.m. to 10:00 p.m. Mondays through Thursdays 6:00 a.m. Fridays
through 3:00 a.m. Saturdays 9:00 a.m. Saturdays through 3:00 a.m. Sundays 9:00 a.m. Sundays through 10:00 p.m. Sundays ""'Plating for vehicular traffic shall be required on-site 􀁾work
starts. *****Contractor is responsib1e for locating and the relocation or replacement of all items such as signs, trees. ground cover, sprinkierst and existing utilities. Signature of
Applicant Assigned Inspector Date Issued ____________________ PUBLIC WORKS DEPARTMENT Post Office Box 144 Addison, Texas 75001 Rec'd by ________________ ( ) Plans attached 
• • Following is' a list of requirements for issuance of a Right-of-way or Excavation Permit in the Town of Addison. Please check carefully before prcceeding to apply for a permit, as
all conditions must be !ret before the Town will consider your request: 1. An Excavation Perfocrrance & 􀁾􀁬􀁡􀀮􀁩􀁮􀁴􀁥􀁮􀁡􀁮􀁣􀁥􀀠fund. 2. A Certificate of Insurance public Liability
-$100,000 anyone person $300,000 anyone accident Property Damage -$50,000 3. Nan:e and address of owner of property in which 􀁲􀁩􀁧􀁨􀁴􀀭􀁯􀁦􀁾􀁬􀁉􀁡􀁹􀀠is contained. 4. Tvn sets of
constru:::tion plans, one to be retl)rned to applicant; the other to be kept in Town files. 5. Plan for barricades in accordance with Te:xas 􀁾􀁵􀁡􀁬􀀠of Uniform Traffic Control Devices.
6. Start and corrpletion dates. You will be required to start w:lrk within ten working days of issuarce. 7. Application fee of $10.00. Note: No application shall be accepted by the Director
of Streets of the Town of Addison !lOre than ten (10) w:lrking days prior to date =rk begins• P.O. Box 144 Addison, Te..", 75001 214-45!}'7oo0 
PUBLIC WORKS DEPARTMENT (972) 450-2871 -􀁾􀀧􀀧􀀺􀀭􀁟􀀺􀀧􀀺􀀺􀀧􀀧􀀧􀀧􀀧􀀧􀀱􀀠® Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove August 11, 1998 Mr. Robert D. Weber, Project
Engineer Ed Bell Construction P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho Road, Grading at South End ofNew Retaining Wall Dear Mr. Weber: In response to your letter ofAugust 10,
1998, we inspected the south end ofthe wall on Quorum Drive to try to understand the brick ledge/erosion problem. The problem is that the grading at the south end ofthe wall cannot be
brought up to the brick ledge level. Mike Haisler of SCA V A was instructed to match the existing slope and grade south of the wall and bring it too the wall, and then slope up to the
brick ledge level. This will leave a portion ofthe brick ledge exposed at the south end ofthe wall. This will eventually be eliminated when the streetscape is constructed along Quorum
Drive. In the interim, we will probably use planting to hide the brick ledge. Accordingly, we do not not see any need for any wall modifications at this time. Thank you for calling this
matter to our attention. Please call if you have any questions. Very truly yours, cc: JOM Baumgartner, Director ofPublic Works Dave Wilde, Public Works Inspector 
FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 August 10,1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Jim: Our retaining wall subcontractor, Scava Limited Partnership, has expressed concern regarding the finished elevation ofthe brick ledge on the retaining wall adjacent to Quornm Road.
Scava feels that the current length ofthe wall, the elevation ofthe brick ledge, and the current shape of the slope adjacent to the parking garage will contribute to an erosion problem
that will eventually expose the brick ledge. Extending the wall another 24 LF while lowering the elevation ofthe briek ledge should prevent erosion from creating an unsightly problem.
Please evaluate this potential problem and inform our office ofyour decision. Scava will complete the retaining wall, with the exception ofthe brick facia by August 14, 1998; therefore,
any decision to add wall prior to that date will eliminate any potential disagreement regarding additional mobilizations or any delays to the project should modifications be required
at a later date. Ifyou have any questions regarding this issue, don't hesitate to contact our office. 􀁓􀁔􀁨􀁾􀁲􀁥􀁬􀁙􀀬􀀠􀁅􀁾􀁾􀂱􀁃􀁏􀁾􀀮IA<,/lr-0n_c_o_m_p_an_y RobertD. Weber Project
Engineer AN EQUAL OPPORTUNITY EMPLOYER 
FAX i214) "52""'201 ED BELL CONsTRUCTION COMPANY posT oFFICE tIOX 540787 1 0005 HARRY HINES DALLAS. TEXAS 75354"()787 OAl.I.IIS, TEXAS 75220 August 10,1998 Mr. James C. Pim:ce, Jr.,
P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconsb:uction Addison Road to Dallas North Tollway Town ofAddison Dear Jim: Our retaining
wall subcontractor. Scava LJ:tnjted Partnership, has expressed concern regarding the finished elevation ofthe brick ledge on the retaining wall adjacent to Quorum Road. Scava fuels that
the current length ofthe wall, the elevation ofthe brick ledge, and the GUUent shape of the slope adjacent to the paiking gar8{';e will contribute to an erosion problem that will eventually
expose the brick ledge. Extending the wall another 24 LF while lowenng the elevation ofthe brick ledge should prevent erosion from creating an unsightly problem. Please evaluate tbis
potential problem and infonn our office ofyour decision. Scava will complete the retaimng wall, wall, with the exception ofthe brick facia by August 14, 1998; therefure, any decision
to add wall prior to that date will eliminate any potential disagreement reganling additional mobilizations or any delays to the pxoject should modifications be required at a later date.
Ifyou have any questions regarding this issue, don't hesitate to contact our office. 􀁳􀁾􀀮cerely,1rtE . ell C 􀁾Company 􀁴􀀮􀁾Robl;ll1: D. Weber Project Engineer AN EQUAL OPPORTUNITV
EMPlOYER 
"An EqUBI OppOl'tunlty Emplo! 􀁾􀀠. :rEJ:.EPHONE {214} 358-65 ED BEU CONSTRUCTION COMPANY· :lOST OFFICE BOX 540787 . 10a0s HARRY HINESBoULEVAJ lAllAS, TEXAS 75354-0787 DALLAS. TEXAS
752 FAX TO: __􀁾􀁾􀁾􀁾􀁆􀀬􀁁􀀵􀁂􀁾􀁌􀁾􀁾􀁾____________􀁾􀁾__________________________ 􀁁􀁾􀀠____􀁾􀁾􀁾􀁾􀁾􀀧􀁾􀁾__________􀁾________________________________ FAX NIJMSER: FROM: ____􀁾􀁾􀁾􀁾􀁊􀁾􀁾􀁾􀀮􀁾
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭DATE: __􀁾􀀺􀁾􀀨􀁟􀁉􀁟􀁄__􀀴􀁾􀁾􀁾􀁟􀀧􀀸􀁾􀀮_____________________________________ PAGE: _-,,1_ OF __􀁾􀁊􀀭􀁟􀀠 MESSAGE: ...JIM
• /4t> IF MESSAGE IS UNCI..EAR PLEASE CONTACT OUR OffiOE AT {2M} 358-6581 THANKYOUI 
􀁾􀀬􀀠7t-<-hllcL. -AIo 􀁾1 c 􀁡􀁴􀁦􀁾􀀠􀁾􀁾􀁍􀁲􀂭.:3 t/ttl.l.li--@􀀯􀀨􀁁􀁾􀁾􀀨􀀠¥ 4ty.v4-􀁊􀁊􀀡􀁴􀂣􀀺􀀧􀁾􀀠4. 1>8£:iVL fb 􀁲􀁾􀀠For bll-tT /􀁇􀀯􀁾􀀼􀀠􀀰􀀶􀁫􀁾􀁾􀀠I)' In<'-s k c--ct ,/'n1J'hmr,
&-? s,. (lkJLaVi i?n'N)v.J 􀁾􀀠{7;> t( tel. /􀁾􀀮􀀠􀁃􀁥􀁬􀁕􀁾􀀮􀀧􀀭􀁴􀀬􀁾􀀠M-􀀨􀁙􀁌􀁲􀁊􀁲􀁲􀁾􀁾􀀠/U.. 􀁾􀀻􀁎􀀭􀀭rt)cL. 􀁾􀁉􀀠t--􀁾􀀠rue t) r: 􀁵􀀮􀁾􀀬􀀠1, 􀁾􀀮􀀻􀁪􀀭4 PuL( 1J.-ox-€s
􀁾􀀠Lkt&.5 f?-eg;.J/-j V {()U1 j)( Vidv"t1 _ 􀁾􀀮􀀠􀁦􀁾􀀱􀀠fJ,i;vJc 􀁾􀀠􀁾􀁾􀁾r 􀁾􀁲􀀭􀀧􀀭􀁑􀀧􀀠􀁦􀁬􀁾􀁾􀁌􀁾􀁾􀀠74,.1; 7:w-.fu:0 -/l1dI-'..-! .f'J' #u-..(' Mix 􀀵􀀱􀀱􀁩􀀮􀀧􀁶􀀧􀁙􀁬􀀢􀀧􀁩􀁬􀀯􀀯􀁬􀁬􀀡�
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vi,1'11. fie j"'C<.Md/50 􀀱􀀷􀀯􀁬􀁾􀀧􀀭􀁉􀀵􀁃􀁊􀀭􀁾􀁾77 ,E:L DALToN I 􀁾􀀬􀀠(214) t;lqc:., .S-G.\ 8􀀯􀁩􀁾􀁅􀀠C.!AXTON N􀁾􀁌􀀧􀀵􀁬􀀢􀀢􀀧􀀢􀀧􀀠)V\.1",C,l-\'I2:.:,..c..--ED -13EsL.\"" CO";':''''C''JL..
􀀨􀁾1'-1.)79-3' I-'\. ':5""0 (Z(4) 􀀤􀁓􀀺􀀧􀁩􀀿􀀧􀁾􀀠6.0.-3 \..􀁾􀁾􀀠􀁗􀁥􀀱􀁊􀁾􀀠e:-i3c c jJA u;:-uJ I 􀁶􀁾􀀠 L(􀁾􀀭􀀮􀀲􀁩􀁓􀀱􀀷/PJ 7 
_________________________ _ Public Works I Engineering 16801 Wes/grove. P.O. Box 144 Addison, Texas 75001 Telephone: (214) 450.2871 • fax: (214) 931-6643 DATE 8"'-,3 ..qr IJOBNa. A7TENT/ON
RE; oA A b7/;1u.k/mr.,/I TO 􀁾􀁵􀁗􀁊􀀻􀁊􀁩􀁥􀁴􀀺􀁍􀁴􀀠GENTLEMAN: WE ARE SENDING YOU jQAttached o Under separate cover vi.a ______the following items: o Shop Drawings o Prints o 􀁐􀁬􀁡􀁾􀁳􀀧􀁩􀀧􀀠,,'
,i 􀁄􀀯􀁳􀁾􀁡􀁭􀁰􀁬􀁥􀁳􀀠0 Specifications o ..., " o Copy of letter o Change order COPIES /DATE NO. , DESCRIPTION i ! THESE ARE TRANSMITTED as checked below: o For approval 0 Approved
as submitted o Resubmit ____copies for approval pi.For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints
o For review and comment 0 o FOR BIDS DUE __________ 19,__ o PRINTS RETURNED AFTER LOAN TO US 7"_ .. _ /, '.'/l /J.COpy TO 􀀭􀀭􀀧􀁾􀀢􀀢􀀢􀀢􀀽􀀢􀁟􀁟􀀾􀁾􀀢􀁟􀁬􀁁􀁦􀁩􀀽􀁟􀁾􀁟􀀽􀁣􀀺􀀽􀀮􀀺􀀢􀁟􀀢􀀧􀀧􀀧􀀭􀀭
_______ 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁟􀀬􀁊􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭If enclosures are not as noted, please no 
14:51 NJ.UH 1i"1 .facsimile TRANSMITTAL To: Jim Pierce, P.E. Of: Town ofAddison FIlX: 972.450.2834 Pages: 4, including this cover sheet. Date: July 31, 1998 Jim, Here is the infonnation
you requested n:garding the conduit and pull boxes to be instaJl.cd on the west side ofthe intersection. The amount and size ofeonduit to be place in the mass pOll!' island on the bridge
deck is stiU being determined by one ofour signal engineers. However, the; attaclted infonnation should be enough for your contractor's immediate needs. Also attadted are the specs for
the pull boxes. 1 did fmally manage to get hold Df the city attorney this morning. He said that be still hasil't made the changes but will make them as soon as possible. Unfortunately,
that was the be$t I could get out ofhim. Ifyou have any questions, please call me. , From *desk of... j"IRaMUd Eng r As:>JllIant of D.IIo& (21 67(1-7019 
I!l . -m:Ml!06 f'ROCURE.MENT AND INSTALl..A11ON OF PUU. BOxeS 208.1 INSTAl.l.AilON SPEClFlCATlONS a) Th9 Vendot..wlllel1!5POl1Sll:1le 􀀱􀁩􀁲􀁾􀀱􀁉􀁜􀁥pur_In IMli!!Id. hI ",., _ 01 ptJIIllo:t.es
'"""'" 011 IhII Plans 10 O!>I" 1lOCimIl1e. lbe Veni!Or _ give 1Ml:nginot!< a lrinltrMn 􀁯􀁦􀁾Il<oII>I _ ncIice of his intofflia!Ill> _ Uta tina! puI bill( _. TIIo _ must bo aJlI'I\)'I!ld
by IIle 􀁾stille site pt1<Ir b ""CiMIIion. . ¢) The .",.,.",., !iUIfaI>I of 1he pun boo< apron sholl be spr.iyIid willi II'I9I11bmIIE> CUIt1g 􀁾allllr Ih& CIXl<J8Ie IinisI>In9 ope;a1ion
is 􀁾and 1Iftar1'll!e _has􀁾􀀮Th9 Sllfararl1he 􀁾􀁟be kel;tclomp_lh. "'"lPl1IIlcn althe . lI.'llSIIing 􀁾and _iea1ion of the curlng c:crnpcund. The curlng ccmpcund WI be appiIad UI'ldar
pmI!SllI'e by "-1& d a-. at a"'iii 00I1I>6lO:8i!d 200 1<l.1t. perQ3llOn. A_of96,"",Ill curing 6mB stlalIbol1lqlllllld. dJ R_1o Eldlibit K Iirlm1lwdetallo on 1M_ ofllllllllo<es. . 208.2
MATERIAL 6l'I;Ct!'ICA11ONS .) Pull Ix« CO¥e<S sholl bo 􀁾0I1I<I1wnluid _ and Ih<Ir Iq> SIlItoce _ hove a ..........., <lOIIfliI:ienl oIlIicIIon 01 0.5. hI The logo 'TFW'FlC SIGNAl.'
shaff be Impo1nted as an InIe!1r.ll part of all pull boo< C!l\IIlI'S. el All pull box aMII'S sh.1I belum_ wI!h alocldng...""..,lsm to il!=ta=111 !h. pull boo< _1Ile use 01 iooIs. til
Pull boJ<.. oI1a11 be ._Iefor.><l1a hoighl a) N box .... _ shall be construdsd 01 CIlMIef&. and wilen a>lIMId.8IlaII 􀁭􀁥􀁥􀁴􀁁􀁁􀁬􀁬􀁬􀁩􀁔􀁏􀁾􀁾􀁦􀁉􀁬􀁲􀁈􀀲􀀰􀁾􀀠(32.090IilS, 􀁾Ioadovara
Ill"x 10" arul· Endcsunioil!l!l_1IhalI ber.oUldforetrinlmumd5000hse1!'en!iih OYOIfa 10" x10' eraa, I) All """-'"shall be designed and _lad to WI\!lsQncI 􀁾""kNras-2!l'F. gj Small puII.b<!l<es
_ be 12" wtde by 12" long by 12" deep. I.J!rge puiI __be liI".,,;do by 24' lang by 12" 1IBiIp. . hj Ttoe I>JIing CCIIIlICLIId for 1M CQ1CIe!8 􀁾$IlaII be col th& mealJia.. type willl
t.8'TliI d••III""tlOn C 309 Type 2I) RarerIQ E>dlIbII. K ferd_.., 1I181y!)C1 01 CIlIlC!GI9 and _11> .....1n _nopuI boo< .......... 200.3 METHOD OF PAY!.IEHT PByme<II fer II!Ia Ilem wIlIlndud.1I18
ccot of; a) 8Il!! Sl.cevaIkln_. bl pmpody disposing 􀁯􀁲􀁟􀁬􀁡􀁤􀁾􀀮􀀠oj provkIng the 􀁾􀀮auIng ccrnpound and _ for !he BpmI1_the puII-' d) COI1BIrucling!he """",_lilapull box and 0)
I'ftlCIJ!IIlIIIhII pull box and 1n&1aIIlng ltalthe Job &!fe. UnttlllD3Vllllll1t EACH _ ElBlUllRIIS!'!Bli 'RIllE I:IM!'!' 91ft'!! 21: Mlk tldeI I.beel tssoedl Hie v.,J(b wi! rra'm a Uusl!UMtOf
10 WI:iIt1lig l13y$!D rslt1GUm 11m pm! ER!! 3m 􀁾􀁭􀁡􀁴􀁥􀁩􀁾ani3't I _ daY !>II!'_l!09 box for lIS In._. 􀁾􀀠.... 􀁾􀀠f: 􀁾􀀠S'l 1) EO :::: 􀁾􀀠 ill en i?i -< '" 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠 ,.,
􀁾􀀠City ofOallas, Department of Public Works and TransportaticIn 11l9S General S9IaI CoosIrudiort Price 􀁾􀁴Speeificallons Page 57 of119 􀁾I 
RlJ3AR ....... 1 I'".􀁦􀀮􀀮􀀭􀀢􀁾􀁉􀀠t.......'.. . if •.' "'1 1-'".:. :.:.... ,.,'j_,"\ \,. J"> 􀁾􀀻􀀢􀀮􀁉􀀮􀀧􀁾􀀠4,... l,)Iof, ......l.-;;.. I.;: ......."', ... . ,.....:.,... :i'.'
-...... 'q, .,. '. , t 'lit .. " ... "":'f"; COAllS. COMPAC'ItI) ROCK 􀀮􀁾Jlil>TIot:(ll' lA' SI!l£ VIEW CRcUNtl lL\n NOTE: IoU. 􀁃􀀨􀀩􀁬􀁜􀁬􀁾􀀠S>WJ. 11£ ElM!! CI..A!iS A 􀁾ClASS C AS
DmI£l) IN 11£ _lit CI!H'I1UI!. T!XAS 􀁃􀁏􀁕􀁈􀁾􀀠Of' G<M:R!MliTS' 􀀮􀁾􀁾􀀱􀁬􀀰􀁎􀀤FOI! f'UIlU<: 'IIORKS 􀁾.... 1.4.5 . lRome Si<;NA!. PULl. BOX (\3' X Z4' • 12') 􀀧􀁾􀀢􀀮";l. 1IlH. SIDE
\/lEw COARSlf; COl<PACTEll 􀁾􀁏􀁃􀁉􀀨􀀠􀀢􀀢􀁎􀁉􀁾􀁖􀁾􀀠C£PTH OF '8" if) CITY ar iMLLAS IJEPARntENT ()I" PlIIlLIC MlRKS ANO lRANSP(lRflIl1t:W 199B GENEl'!AL SIGNAl CONSTRUCTION PRICE
AGRI!D.I£NT SPEClFlCATlON EXHIBIT K PULL 80X INSTALLATION OETAILS l2.EIAILS OF SMALL PULL 80X DETAILS OF LARGE PULL...fl.QX--"'H•'"'.-(-""J􀂷􀀧􀁤􀀬􀂷􀂷􀂷􀀬􀀯􀀬􀂷􀀬􀂷􀀬􀀬􀂷􀀬􀀬􀁾􀀬􀀭􀀢􀁨􀀢􀀧􀀢􀀧􀀧􀀧􀀧
􀀧􀀧􀀬􀀢􀀡􀀢􀀧􀀭􀀧􀁩􀀮􀀺􀀮􀀱􀀻􀁾􀀮􀀺􀀻􀀠􀀧􀀮􀀬􀀮􀂷􀁦􀀧􀂷􀀧􀀭􀁾􀀻􀀧􀀱􀀭.. 􀁾􀀠1'1.'. '..1 1 􀀡􀁾􀁲􀁬􀁬..l"\.Io. -::-􀀺􀀻􀀬􀀻􀀮􀁾􀁾􀀬􀀺􀀺􀀠􀀮􀁾􀀮􀁾􀀺􀁾􀀺􀀢􀀿􀀬../; .!" 􀁾􀀻􀀮􀀠":1􀁾􀁩􀀿􀀠􀀢􀀮􀁾􀀬􀀮􀁾􀀠
: ' ...... ".;:--.:. ".:•...•!.-, ,'."",r._. '.t, ",', I) (TYPICAL) 􀁾􀀠􀀺􀀺􀀺􀁾􀀠h􀁴􀀻􀀡􀁩􀁾􀁾􀁾􀀺􀁲􀁾􀀻􀁉􀀺􀀧􀀻􀁩􀀻􀀻􀀻􀁴􀁾􀀻􀂷􀁩􀀮􀀺􀀧􀀠􀀧􀁾􀁩􀀷􀁾􀀱"1'" 􀀺􀁾􀀢􀀢􀀬􀂥􀀮􀀺􀀬􀀬􀂷􀁾􀀼􀀺􀀺􀀼..>!t·,.:!.
· ",'''',􀁾􀁾􀀺􀀠􀀱􀁾􀀯.' ". , ." ...... 􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀮􀁾􀀻􀀺􀁾􀀠􀂷􀀺􀂷􀂷􀁾􀂷􀀱􀀿􀀧􀀢􀁉􀀠I 􀁾􀀮􀀠(TYPICAL) J' 􀀨􀁾􀁃􀁁􀁌􀀩􀀠􀁜􀀻􀁾􀀠􀁩􀁾􀀻􀀮􀀻􀁦􀁻􀀻􀁩􀁲􀀧􀂷􀀠';";;."" 􀀧􀀺􀀢􀁾􀀢􀀢􀀧􀁴􀀧􀀺􀁾􀁬􀁲'/;:
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�􀁬􀀧􀁬􀀢􀁏􀀠􀀧􀀮􀁦􀀮􀁾􀁴􀁾􀀠.... vnl..d'􀀮􀁾􀀺􀀮􀀠'':. l ....􀁾􀀠"7-; 􀁾􀀠PULL 'BOX : .,: • '".:;. ,t I 􀁾PAC; .......􀁾􀀭􀀧􀁬􀁯􀀠!r........ 􀁾􀀠,'ltOI"I ." '. ..,.....-.... 􀀺􀁾􀀮􀀧􀀠􀁾􀀮􀀻􀀮􀀺􀀮􀀠
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. NOirJI: Au.. 􀁬􀀧􀁵􀁬􀀬􀁪􀁬􀀦􀀮􀁾􀁉􀀡􀀤􀀠i To far.i .'&YU.'1 " "'1,(:') .I { • I I LMJE STRIPES ON [&RIDGETV IW-C ON 5' CENTERS 
,,9B1Tu.at..\..lIty , " 􀁾􀁓􀁥􀁲􀁶􀁩􀁣􀁥􀁳􀀠held for 'construction-firm ownerEdl3eU !,::,:;Funeral services for Ed Bell, ulongtlme owner of a Dallas con· 􀀬􀁾􀁲􀁵􀁣􀁴􀁬􀁯􀁮􀀠company,
were held Fri· , : aay at Christ the King Church in 􀀬􀀧􀁾􀁄􀁡􀁬􀁬􀁡􀁳􀀬􀀠Burial followed at Calvary ,::mn Cemetery, ',;; Mi, Bell died from emphysema ;;on Tuesday. He waS 74. 'YThe
Dallas native graduated ,􀀧􀁾􀁲􀁲􀁯􀁭􀀠the Massachusetts Institute of 􀀺􀀬􀁾􀀧􀁔􀁥􀁾􀁮􀁯􀁬􀁯􀁧􀁹􀀠In 1948 with a hech.,. ,.,101';5 degree in business and eng!· 􀀧􀁩􀁩􀁩􀁾􀁲􀀡􀁮􀁧􀀠administration.
Following ',sChool; Mr. Bell returned to Dallas 􀀺􀀬􀀺􀁾􀁾􀁾􀀠'worked for several years at ',:;Uvalde' COnstruction CO., a business 􀀧􀀬􀀧􀀻􀁰􀁾􀁲􀁴􀀱􀁙􀀠owned by his father. c,,'. 'In
1963, he left Uvalde and '!fo'tmed the Ed Bell Construction •'I, 􀀧􀁦􀁾􀀢􀀠which 􀁾􀁡􀁊􀁬􀁺􀁥􀁤in the build· ' Ing of roads, bridges and parking 'lots. Some ofthe company's notable construction
jobs included the brick parking lots of the Adolphus Hotel, brick work and fountains at the Hyatt RegencY, parts of the downtown Farmers Market and the tracks for the McKinney Avenue
trolley. Heving helped develop so manY landmark sites through the years, Mr. Bell became something of an expert on the construction of Dal· las, family members said. "He was /I wonderful
tour guide. He could tell you almost anything about this city," said his wife, Joy Bell of Dallas, During the 19808, Mr; Bell formed Ed 􀁂􀁥􀁬􀁬􀁾􀁶􀁾􀁴􀁳Inc. 􀁾􀀺􀀠also owned 􀁃􀁾􀁮􀁳􀁴􀁲􀁬􀁬􀁣􀁴􀁩�
�􀁮􀀮Equip· ment Parts Inc: and Equipment Stor· age Service Inc, " ' Although he eventuallY passed on most of the day·to<Iay 􀁭􀁡􀁮􀁡􀁧􀁾􀀠ment responsibilities to his son, Mr. Bell
stayed active with the companY and made frequent, visits to can· struction job sites. In addition to his wife, he is sur· vived by his son, Edwin Be,ll.Jr, of Dallas; daughter Pats)'
Ann<Bell:or Dallas; and three grandchildren. 
􀁾􀀢􀀠..􀀭􀀮􀁾􀀭􀁾􀀢􀁾􀀮􀀧􀀠􀁾􀀠--_._----.. __._--_._-􀀭􀀭􀁾􀀭...􀁾􀀭􀀭􀀮􀀭􀁾􀀭􀁾􀀮􀀭􀀮􀀭􀁾􀀭􀀮􀀭􀀮􀀭..-.-..􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾.. "_"______ee__"___ """" __""____'-"_:
􀁟􀁾􀁟􀁾􀁾􀁟􀀢􀁾􀁾􀀭􀁥􀀭􀀭􀀭􀀢􀀭"_____"_"_____"_e_" __ il 
--_A_ I JOBNa.DATE 􀀷􀁾􀀳􀀯􀀭􀀿􀁙ADDisoN ATTENTION RE:Public Works I Engineering )j/}l /h /...0 i2..L. 16801 Westgrove • P.O. Box 144 I Addison, Texas 75001 Telephone: (214)450-2871
• Fax: (214)931-6643 TO 􀀧􀁦􀁦􀁲􀂣􀁾􀀱􀀺􀀮􀁤􀀭􀀽􀀠GENTLEMAN: WE ARE SENDING YOU "'Attached o Under separate cover via ______ the following items: o Shop Drawings 0 Prints o Plans 0 Samples
0 Specifications 0 ____________________________ o Copy of letter 0 Change order COPIES DATE NO. DESCRIPTION /Pia" @Antl'Ja 􀁾:;/70 1/􀁾􀀠, THESE ARE TRANSMITTED as checked below: o For
approval o Approved as submitted o Resubmit ______ copies for approval o For your use o Approved as noted o Submit copies for distribution o As requested o Returned for corrections o
Return corrected prints o For review and comment 0 __________________________ o FOR BIDS DUE __________________ 19__ o PRINTS RETURNED AFTER LOAN TO US COpy TO __________________________________
Cc If enclosures are not as noted, pleas 
--\ \ \ PHASE I R.O. W. NEEDED \ [) 􀁾􀁭􀀢􀁶􀀮􀁥􀀮􀀮􀀠-!-hI:!> 􀁭􀁾􀀴􀁾􀀠4n' 􀁃􀁤􀁬􀀧􀁉􀁓􀁦􀁲􀁾􀀠􀀭􀁫􀀢􀀿􀁩􀁊􀁾􀁎􀁦􀀱􀀧􀀱􀀠/elVem'Ult---rB B 11 I lJ .. I 68 o 25b......i 􀁾􀀵􀀺􀀺􀀠seAL
.," .. 
• • • • • • • • Wednesday. July 29. 1998 04:00:41 PM Page 1 of 1 Town of Addison P.O. Box 9010 Addison, TX 75001-9010 Tel 972.450.7090 Fax 972.450.7096 To: Robert Weber Fax: 214-353-3201
From: Clyde Jolmson, C.P.M. Dale: 07/29/98 Re: DBE Information Arapaho Rd Pages: One CC: '7iW#v-r o U'llent o ForReview o PleaseConment iii PleaseReply o Please Recyole 􀀮􀁾􀀠"" 􀀧􀁾􀀠..
• 􀀧􀀺􀀧􀀧􀀧􀀧􀁅􀀧􀁾􀁾􀁾􀀺􀁾􀀧􀀧􀀧􀁩􀀮􀁾􀁫􀁥􀀠to YOU on July 17, you advised you would have infonnation to me within "a """.','"VVV"",'.",",",,>"Y',V'" 􀀬􀁾••􀀧􀀬􀁾􀀬􀁍􀀢􀀠., 􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀁾􀁾
􀀮􀁾􀁨􀀬􀀬􀁯􀀬􀀬􀀬􀀬􀁍􀁻􀀬􀁲􀀬􀁾􀀬􀀧􀀢􀀢􀀢􀀮􀀠 􀂷􀂷􀀧􀀺􀀺􀀢􀀺􀀧􀀺􀂷􀀧􀀼􀀻􀀬􀁩􀂷􀁾􀁬􀁪􀁰􀁬􀀡􀀡􀀺􀀬􀁭􀁗􀁲􀁫􀁩􀁮􀁧􀀠days". 􀁾􀀠has been eight working days since then, and as Itold you"
" .􀀺􀁾􀁾􀁾􀀧􀁩􀀺􀀺􀀺􀁾􀀧􀂷􀁾􀁾􀁾􀀺􀁾􀀺􀀺􀁾􀁾􀀬􀀺􀀺􀁺􀀺􀀺􀂷􀀻􀂷􀁾􀀺􀀬􀀺􀁾􀁴􀀧􀂷􀀠:··:iIi1ViOART is wanting the infonnation to update their infonnation. 'AA',d',(·,"].'].';";:} 􀀧􀁊􀁴􀀺􀁾􀀻􀁬􀀡􀁲􀁥􀀠u
nable to fumish the infonnation by the end ofthe day tomorrow, please give me . ::·"fIle name and phone number ofthe person to contact. 􀁾􀁾􀁾...................... . 
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FAX (214) 352-3201 TELEPHONE (214) 366-<3581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540767 10605 HARRY HINES DALLAS, TEXAS 75354-0767 DALLAS, TEXAS 75220 July 17, 1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Mr. Pierce: Enclosed for you review is our revised schedule based upon the proposed construction sequencing plan dated June 6, 1998. It appears that this plan will better accommodate
the needs ofMEPC American Properties, lnc. without sacrificing the DART milestones. Unless directed otherwise, it is our intent to construct the project in accordance with that plan.
Ifyou have any questions regarding this information, don't hesitate to contact our office. 􀁭􀁾􀁾􀀢􀀢c.m,..,, Robert D. Weber Project. Engineer AN EQUAL OPPORTUNI1Y EMPLOYER 
••• , • , , , , , ••• 􀁾􀀠'" 􀁲􀁾􀀺􀀠• • • 􀀢􀀢􀀢􀁾􀀢􀀠... """"" 1:􀀢􀀭􀀭􀀮􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭.............• , I I
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FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 July 22, 1998 Mr_ James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear
Mr. Pierce: Sheet D-l ofthe plans identifies a light pole near STA 41 +31 to be removed and delivered to DART. It is our understanding that we need to deliver that pole to the contractor
constructing the DART transit center to the north ofour project. With regard to the foundation for that light pole, it is in conflict with the proposed improvements and will need to
be removed during phase 1 excavation. An item for removal and disposal ofthis foundation has not been included in the contract. We request that a pay item for this work be added to the
contract and included on the next change order. Our price for this work is $200.00. Ifyou have any questions regarding this infonnation, don't hesitate to eontact our office. 􀁳􀁾􀁥􀀺􀁖􀁉􀁙􀀬􀀠,􀁅􀁬�
�􀁾􀁾􀁾􀁣􀁴􀁩􀁏􀁬􀁬􀁣􀁯􀁭􀁾􀁡􀁮􀁹􀀠Robert D. Weber Proj ect Engineer AN EQUAL OPPORTUNITY EMPLOYER 
Public Works /Engineering 16801 Westgrove. P,O. Box 144 Addison, Texas 75001 Telephone: (214)450-2871 • Fax: )214) 931-6643 DATE 7-').?--98'"' I JOB NO, ATTENTION RE: ('-It X-Ot1/I.u􀁴􀁥􀁾􀀠'Ct/J1s+
ruvI:...';"" 􀀴􀀱􀀧􀁤􀁋􀀯􀁾􀀠GENTLEMAN: WE ARE SENDING YOU AAttached o Under separate cover via ______the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications
o Copy of letter 0 Change order 0 ______________ , COPIES DATE NO, J 􀁋􀀡􀁪􀀩􀁊􀀯􀁉􀁾􀀠J DESCRIPTION UnS+, 􀀺􀀼􀀺􀀻􀀢􀁾􀁪􀀮􀀠J,.L ........􀁾􀀭􀀭􀀭( THESE ARE TRANSMITTED as checked below:
o For approval 0 Approved as submitted tJ(For your use 0 Approved as noted o As requested 0 Retumed for corrections o Resubmit ____copies for approval o Submit copies for distribution
o Return corrected prints o For review and comment 0 _ ..... _____________􀁾􀁾􀁾􀁟􀀠o FOR BIDS DUE __________ 19,__ o PRINTS RETURNED AFTER LOAN TO US REMARKS _________ COPY TO __________
SIGNED: 􀀭􀁔􀀲􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀭􀀭􀀭􀀭If enclosures are not as noted, please n ti