􀁾􀀧􀁬􀀠01 -At:..t\VA IUuu .11-,lO-t:1( .li-GUruft, 􀁮􀁕􀁊􀁉􀁉􀀭􀁌􀁜􀁊􀁕􀀮􀀮􀀮􀀮􀁊􀁕􀁴􀀳􀁾􀁉􀁊􀀮􀀬􀁌. ..., HUITr-zoLlARS FACSIMILE TRANSM11TAL H.Z Pro,i. No. .01 "Zo1!;o'Z.,. No. gfPaga:,_z...,.".-__
_ (lrch.6.'i 􀁾SlIccf) TO:O\::r14. &r.sO>,,-GI"sw.-􀁱􀀷􀁚􀁾􀁾􀀤􀀷􀀭I!;SZ. Jo\.,..... 􀁅􀁷􀀮􀀮􀀧􀀧􀁫􀁾􀀭172-4$Q-Z83i -{JrddUUlA 'Bl"jC:l,e:::k 􀁾􀁜􀁜􀀠-􀁑􀀮􀀢􀀮􀀮􀁴􀀭􀁾􀀠qn-7"1" -5fZtj
• Cl lJRG£NT 
"""-F19. 1997 ......1SWBT willa fiDoI pilla IDe"""" IJpkaI aIilII;y ............... )lOIII' sadlo 􀁾􀀭JIID.%DIIIn" co d IMII SWBT ........'U.19N ...􀁾lIIiIII,r bbIIiIIf.,.,..m-1l6-G347wi111,..,rii·,_
...... 􀀬􀁾􀁴􀁥􀁬􀀠4tv pIIas .....dI\ I i r 􀁾..........oI,.,..fMHitiM ls.-1OOIdId 1 t ' "'....CO.'ilMillD,loulillW,lrIIp ualllkll/de5_l10-, r ...piGrll)l'ImIIIIyS.JM. yc:u fiIl,our.,.·
1 I iattiIiJ lIIIIIfIr"pleuefeeI_II)0IIIIilpJ.w..,qlIi'IIi ..... • C!;: .,...NIiI.􀀢􀀢􀁁􀁰􀁉􀁉􀁉􀁢􀁉􀁉􀁉􀁉􀁾LP. . 1laaDuft'y.P.iAI b _HaaIeI,LP; .Mib:....􀁾__.Ll'. '&tin 􀁾􀀡􀀧􀀤􀁾􀀡...􀁾􀀡􀀠,;:J
2.fif/Jl.f"'tJ 􀁩􀀮􀁾􀁰􀀺􀁡􀀮􀀠"".----1/1 100. fincH'''!'' '(\If ""'nl .'ttl/,.... O, J 􀁉􀁾􀀠n' 'I I In"14\ 
November 25. 1997 Mr. Mark Person Giruoon & Associates. Inc. P.O. Box 1100579 Balch Springs. TX 75181),,0579 RE: AddiS()n 􀁃􀁩􀁎􀀺􀁬􀁾􀀠Phase I Public InftuslnlCturc HZ[ Project No.
01-20 I 3·02 Uenr Mr. Person; Gibsoll & As.'lOOiatos is 􀁉􀁜􀁵􀁬􀁨􀁯􀁲􀁩􀁾􀁥􀁤to procc<Kl with the con>1Tl1ction oflwQ drinking f,,,,ntain pi0fl> for n total ofS550.00 ($275.00ea) a..
quoted in your letter dated November 13, 1997. Wt: will include the above item in a future change order. PI.usc call if you have IIQY IIPC::;Iioos. IIIJI"lT-ZOLLARS. INC. 􀀻􀀻􀂱􀁾􀀺􀀧􀀺􀀺􀀺􀀧􀁦􀁬􀀼􀀾
􀁦􀀼􀁗􀀠co: .Iohn Baumgartner, P.R.Town ofAddj""" Bryant Nail-P",,\ Apartment Homes. L.I'. l:\PROJIIIl2lllJUIIMrll4597.LTR •.• .>. DIllIN; tfOltWVilh f Houaton lEI P3stJ/P'tIOOflIJti
Tll"IDnJQnlMo I AlbuQIJWq!)It 
Da/kJs • Fort Worth • Htmttm • £JP= • Pn-a • TIISM • Qnr(1riQ • 􀁁􀁉􀁾• ScaItIit • TIlCOIIIa FACSIMILE TRANSMITTAL Fax No.: m-4$e -ellU H-ZProj. No. P C;. b. No.ofPa&es:,_.::$:-.-__
(Including Ccmr Sheet) TO!"T". na:t' 0.(' AJsj'h!) 􀁁􀁾􀂷􀂷􀀠􀁾􀁯􀁨􀁴􀀧􀁜􀀠RqdP'fFdnt.c= Please Call Upon 􀁾􀀠Orig. To Follow By Mail 􀁾􀀬_____ 􀁄􀁁􀁾􀁾____________ 
; 􀁾􀀺􀀠;JIMl; nu II-fNLL......>. 11\\.. 􀁾􀀠• I I .I 4 5 • 6 • Con Con enl. Dac 0"", Dan Eas Edg flO! EIII! Efiz Eml En. E.iE Eve Fee Fir<> Fer Fe. Fe> Fra Fra Fre Go, Gle Gel Gol Gil
Gil G" GrE Hig Hulda Idk 1M Ja/Ke, K"iIl I.aI I.aI LIt1 le, LO! lO! lO! Lo lyI MI Me Mt Me N. Nil Nc 􀁐􀁾􀀠P. 􀁐􀁾􀀠PitP. PM 􀁰􀁾􀀠I'll 1'1, Sf SI SI SC 
􀀻􀀻􀁾􀀠""" m......,.• TRANSPORTATION ........ , •••• , ••.• .{ItID! JTt.1a'6 2 _ ....".(1.'"••..",. InD ".. ....... pc3)-...:IOO AmeIiat! 􀁾••• _􀀮􀁻􀀱􀀰􀀷􀁬􀁾􀀮􀁮􀁾􀀠-MlWTIOd ..••.•
􀀬􀀮􀀨􀀳􀀰􀀳􀁪􀀽􀁾.,.,..ce ..... ..{X!)m·rm 􀁾􀁣􀁷",._ 􀀮􀁾􀀴􀀴􀀴􀁟􀀠c.._ ..."... .,"" .t_?77.!iMU Qm,,-........ 􀀮􀀮􀀬􀁾􀁾􀀠􀁍􀁾􀀠..(D'iIOIJeZ-nu Iffis .{lOCI) 􀁥􀀺􀁮􀂷􀁾􀀷􀀠􀁾􀁊􀁉􀀡􀀺􀀠."
••• , ••.J:IIlQt$lH100 DaIW .•• _" •••• ..IIJQIIiIIt1filD.4OCllJ 􀁾􀀢􀀬.....􀁻􀀭􀁾􀀠HwIU •..• ," •.•. .{tIXI).SUl N.iJ\IOItII , .••. -lRJlw·nee PfI1I-. . ••.• .{IQOJ 7ZMJn AM/I". •.•
􀀬􀀮􀁾􀁾􀀠lNlt( _., .'" , ...[IOQ) 30'1'.2V'T 4 v.IwaI ••.•.•. _.' J8UIJI 􀁾._!,l.1.A.. .. " ...... _ 􀁴􀀺􀀡􀁫􀁏􀁊􀁾􀀠...... • 􀀢􀀧􀀨􀀩􀁍􀁾.. _. -...\*1IIl DT-463ti Ai, can..._., .•.
(3110) Tffl,.3\!OO IPl f!'1W'IQl • • ,,[lOU) 237-:0.'1 AlaaMNiw-··M_I033 Na/Iilu-. ., ..{toa; i'lH'f3G 􀁁􀁬􀀮􀁡􀁗􀁈􀁯􀁴􀁾• ......-􀁾AkfInI•. ..(IGiIi Q:J-73DD ANA""U-.............,•
• .. , ..........􀀨􀁟􀁚􀁊􀁾􀀠􀁓􀁯􀀮􀁉􀁴􀁉􀁾􀀠•• ,,,(IOCIJ247.t:I9l 􀁯􀀮􀀮􀁾...... i.."W-5nl 􀁾􀀪􀁮􀁡􀀢􀀢􀁾􀀠DllaNliNt .•...(m) -..m 1\'I'U . _ ... , ... .\IGIIl_5CCO 􀁾AllIn.. " . .po;)l
􀁾􀁬􀁾􀀱􀀰􀀰􀀰􀀠􀁏􀁆􀁾􀀢􀀢􀀢􀀢(I0OI JH.v1I9 ..,............_, .(1100 7tNM2""AId,. ,., ..􀁾􀀠ICl.V A;;pr DvIdI 􀁾􀀠• ,,'.' •••••• ', > .(8ICiOJtr..n.r• 􀁾􀁑􀁴􀁲􀀡􀀧􀁉􀁬􀀮􀀬􀀬􀀪􀁉􀁉􀀧􀁉􀀮􀀠,
.. tI'X1 fr4s.31M1O ,.,.., M .. " . .(tIOQJ Sl1-tMG2 􀁾....___ •• .llQl) 6l7.a&1 .......AiIfnA ..{lIXI) SH-7'm 
SENT BY:XEROX 7033 ;12-11-36 ; 􀁓􀀺􀁉􀀵􀁐􀁾􀀻􀀠HUITT-ZOLLARS, 􀁉􀁎􀁃􀀮􀁾􀀠9316643;# 11 3 HUITT-ZOLlARS Dallas • Fort W"nh • HOU.lf(}IJ • EI Paso • PhOt!lIa • Tunin • OlflfJriO • s"n
Clemo,'" FACSIMILE TRANSMITTAL (11,) V.ue: 'lit, B/p Fax No.: 4$0-un H-Z Proj. No. Df I 􀁡􀁾'Z ,-z.. NO-. of 􀁐􀁬􀁉􀁂􀁥􀁳􀀺􀀬􀀭􀀢􀀬􀀤􀀽􀀭􀁾__ (lnchldillg Cover Sheet) TO: Tow,,", of
"MiIIt"tt.1 􀁾􀀮􀀠Mil.. -;rON 'Sd...ww.,MPt,rHh o URGENT IJl For Your Review 0 􀁐􀁬􀁾Call Upon 􀁾􀁥􀁩􀁰􀁴􀀠0 Orig. To Follow By Mail SENT By;--:-:----cc--c:----:-:::---:--: TIME:___:::-::-_
DATE'_-:-__.....,.._ .... 1/". hlf4 #n}. prohkms 1¥t:t!Mns dtt F,:.rwik 􀁲􀁴􀀧􀁬􀁬􀁬􀁴􀁬􀀧􀁭􀁩􀁴􀁴􀀮􀁡􀁬􀁾􀀠pkan 􀁾􀁉􀁦􀁬􀀨􀀧􀁲􀀠Ms. ilDfl{ MIlU-m" 1M fNliIIi4uJJl tali«/. 􀁾'"' (114)
871JJJJ. -,,,, 3131 McKirurtyAvelfUII • Suil. 600· Dallas. Ttx42s 75204. (!U) 871·3311 • FAX (114) 871·0757 
" 􀀮􀀧􀁬􀁉􀀺􀁉􀁾􀀠1 Ill; ilt:.KVII. .....-........... -,..,.. '111....., "'..,.",1_ " I'M"""'. IUJ;j ClasON • ASSOCIATES, INC. ,".,.-Mr. David Meyer.'Huitt-ZOllar., Inc. 31a1 IIClUNley
AVlIDue Bu1t. 600 Dalla•• Texas 15204 ae: Atdiaon Circle -rhaa. I Public Intr..tructure blocate 3'" w.t:ar Una Dear Sir: •Por your 􀁲􀁾..t we ar. pl••••d to 􀁾􀁯􀁴􀀮􀀠the following pric••
tor the relocation of the 24n R.C.C.P. water line inside the lIIIXl.rn rouna.bol1t on the above. :r:eeerencecl proj.ct. X'rBM /I501 506 507 51 a '21 522 535 5:16 527 Sle lmSc.uP'l'IOB
eonQr.e. alocking hJ;n 24" ftCCl' Abandon 1Ix!: RCO COnn to SlCi,t Water 􀁾􀁥􀁮􀁣􀁨􀀠Salety ...tar T.lt lnal: 2'" Rca Z4" Butterfly Valve 30" Butterfly VDlve RemobiUle Install Ductile
Iron fit-tidgS, '.5 Tone • ,1,944.00 t>.:r: ton. Thi. 1tem 1. no!; rlqu;1m for tilt. conatract1Oft 80 I d.S.d not incl,'!:Ilia 1t in our pricing. . xtem , 501 􀁴􀁴􀁾􀁨􀀠'S05 are contract
items. It.m '526, 527. and 518 are new it.... On YINI' quanti.tr take aU fOU ,QTY nICII! TO'l'AL ?7eT 75.60 582.12 12e r.r 10.ao 8,8U.20 70 loP 23. T6 ',6&3.20.3 lIA 540.00 1,620.00
126 LI' o.n 27.72 1 LS e1 0.00 810.00 126 t.I' 70.20 8,845.20 1 U. "400,00 4,.00.00 1 EA 3080.00 3,080.00 1 LS 31900.00 31,flOQ,qo '1S1, 773. U bad Itom 502; Purnillh iIml 'r 
􀁾􀁾􀀠BY:XEROX 􀀷􀀰􀁾􀁾􀀠;}2-11-llti ; 5: ltit'M HUITI-ZIllJ...Al(5, 1:'lL." r Mr. David Meyers Pllie -3If your have any question., pIe••• call ••. Very !:2.'Uly your_, GIBBON I AlSOOlA'n:S,
:nrc. 􀁾􀀮􀂣􀁬􀀮Ma%'k. ...:r1lOn Pt-Cjeet Manager 
HUITT-ZOIJARS March 5. J991 Mr. Mark P GibsQa &; iates., Inc. P.O. B 800579 Sptinp. TX 7518(l.{)579 RE: Addi!lOll Circle Phase I Public 􀁾􀀠 HZI Projec:tNo. OJ-2013-ClJ Dear Mr. Person:
Gibson & Associares is authorized to proceed with the plllDting of 840 Big Slue Limp!! in the roundabout me pits fur the c1W>gt: order amount of $4.1J2 each for a total of $3,376.80
as stated in your teller on Pebruary 26. 1997. PIe_ note that the 84D dwarl" yaupon hollies will be deleted from the eontruct at $4.05 IlEh fur a \QIal of S3,4()2.00. The net eflect
ofthis revision Is II $25.20 reduction in the coll1r.ilCt amount. Please call ifyou have any que$ti0llli. Sincerely, HUITI-ZOLLARS, ]NC. 􀁾􀁾􀀯􀁊􀁦􀁾􀀶􀁎􀁤Vavid E. Meyers. P.E. cc: Q£hn
Baumgarmer, P.£.-Town ofAddison) Bryant Nail-Columbui Realty TIVSt 
HUIlTZOLIARS HuiUwZollars. 100./3131 McKinney Avenue I Suite 6001 LB 105/Dane. Texas 75204-2489/2141871-33111 FAA 2141871..(1157 February 17, 1997 Mr. Mark Person Gibson & Associates
11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Signs Dear Mr. Person: The Town ofAddison has approved the name change
of Mildred Street to Addison Circle. Please provide a change order price for field modifications to signs "ADV-Dl", "AOV_D2n and ST-3. Each sign should be modified to read "Addison Circle"
as noted on the following page. Please described the method by which this is to be accomplished. Thank you for your assistance in this matter. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁾􀀻􀀺􀀻􀀺􀁾􀀠DEMIpsp
cc: Bryant Nail -Columbus Realty Trust \John,Baurngartoer -Town of Addison; G:IPROJ\O 1201301\MP021797,!.TIt Dallas I Fort Worth I Houston I El Paso I ?hoenix I Tustin' Ontario 
AOV-DI (IT::V1 NO. 136) A:JV-D2 (!TEM NO. i36) (ill\lcn.;m i)iilfll 11 II SOl.IlHII t>1 I, il ,,;)V-03 (I-;:::V! ",0. i57) 6<' u..C.. 'k>'4: T£ LE 11ERS ,,"-U2: 􀁴􀀮􀀮􀀮􀁃􀁾􀀠WHtTE U:'
􀁲􀀺􀁾􀁓􀀠5" 􀁾􀁃􀀮􀀠WHITE LEHE!tS :QIit£CTlC."vl ON CRE:E;N iflAC<GlIC!:1Os' X 􀀱􀁾􀁐􀁁􀁎􀁅􀁌􀀠6." J.e. '/IN fe: 􀁌􀁣􀁲􀀷􀀽􀁾􀁓􀀠􀁾􀀭II'Z' !.o..c. 􀁾􀀧􀁔􀁅􀀺􀀠􀁌􀁥􀀺􀀡􀀧􀀬􀀺􀀬􀁾􀁾􀁓􀀠S'
U.C. \'MIt$' 􀁌􀁅􀁲􀁲􀁴􀀮􀁾􀀤􀀠:0 lQIEC:ICNI ON 􀁇􀁒􀁾􀁈􀀠9ACKGAOuNO S'"i 6-􀀻􀀱􀁍􀁅􀁾􀀠
, .. u.c. """ll: I.ETTERS 4" ",.Co Mtt re: UTTERS 􀁏􀁾􀀠GIl££'< IlAClCGROUNO ,". z' PAi.C., , ""'i'c.---, --.' ;)., •••􀀺􀁾􀀮􀀺􀀠# * ."-.􀀾􀁏􀁦􀁾􀀬􀀠.-"'8"" .,.. . '.. 􀀴􀂷􀂷􀁬􀁨􀂥􀀮􀀡􀁔􀁾􀀠t"ETlE
-.,. • S_ACX 0I'f vEI..:...QW • 􀀵􀀮􀀷􀁾􀂷􀀠􀁾􀀠.!I" PAPJEL MWi-8A lMOO.l , •• iJ.e. WHI7£ :..E:TTERS 4" LoC. WHITE 􀁬􀀮􀀡􀁴􀁔􀁔􀁾􀁒􀁓􀀠ON Gol'EEN BAc:o<GftaIJ.'«l , •• 2' "A."IEL ST-3
(l7::M r.O.138) W-Cf-'EV w-r;.; 􀁾􀁉􀁏􀀠(I fE,'" 1\0. 125) ON CEf>! 􀁾􀁾􀁁􀀧􀁟􀀠,Sl_A..'1QS QPPQSI rE (V£;'fV 􀀲􀀺􀁎􀁲􀁾􀁹􀀠 􀁾􀀻􀀭􀀲􀀠(iE:! NO. 25' TRAFFIC SIGN DETAILS ADDfSON t:TRt:LR
& AIlIlENOUM'S 1126/96 
HUITf-ZOLlARS Huift...Zrn!ars, Inc./3131 McKinney Avenue I Suite roo/LB 105 JDallas. Texas 75204-2469/214/871-33111 FAX 214/871-0757 TO: FROM: SUBJECT: DATE: MEMORANDUM John Baumgartner,
P.E., Addison Public Works Bruce Ellis, Addison Public Works David Meyers, P.E., Huitt-Zollars, Inc. 􀁾􀀠Addison Circle Phase II (HZ Job #01-1822-21) Water Services November 25, 1996
We are preparing a cost and space comparison between a single 4" water service and vault and four 2" water services for Phase II design. According to the Town of Addison General Requirements
for Water Service, a tap fee of $400.00 is required for each 2" tap and a fee of $600.00 is required for a 4" tap. Please confirm that these fues are still valid. In addition, please
provide us with any other water fees that may be required for this project. The General Requirements also specifY that a meter deposit is required for all meters prior to initiation
of service. Please provide us with these costs to use in our comparison. Thank you for your assistance in this matter. 􀁇􀀻􀁩􀁐􀁒􀁏􀁪􀁜􀁏􀁬􀁬􀁾􀀲􀀲􀀲􀀱􀁜􀁪􀁢1121 ,MEM Dallas I For1 Worth
/Houston {E! Pa.so rPhoenix! Tustin I Ontario I San Clemente 
HUITTillLIAR5 Post-II" Fax Note 7671 phon.. v Jamwy 10, 1997 Mr. Bryant Nail Columbus RIlaIIy Trust 􀀱􀁾􀀸􀁾I Dallas Parkway, Suite 855 Dallal, TX 75248 RE: Addi&Oll Cill:le -Bosque
Park Sc;bcduIc HZIProje<;I No. 01-1822-13 Dear Bl)'ant: The following is the scbodule for the Bosque Park design and bidding as elisa·...... in the rl:view meeting on Janwuy 8, 1<J!17.
• September 24th -Couru:il Approval ofColICepI. Design • September 30th lluough November 23n! -Prcliminary Park Design and TUB Review of Electric Vault • • November 14th through December
2ulll -Town Review ofPreliminary Design • December 23rd lluougil Jamwy 17th -Respond to TOM! Comments and lncoJpoGlte ElectricalJStrucInIlIIICiviI Design • J3IIUaI)I1Oth tIuough Janwuy
24th -Final TOWlI Review • J!IIllIII1Y 25th througb JIIIIIllII)' 27th -Respond to Town Comments • Janwuy 30th -Adverti!ie for Bids fur plans to be available on FebIUal)' 3rd. • Februaly
17th -Bid Opening • Febnwy 25th -Award Bid • MaR:b 3n!-Bcsin ConstruCtion Please call ifyou have any questions. Si=:n:ly. 􀁾􀁚􀁏􀁌􀁌􀁁􀁒􀁓􀀮􀁉􀁎􀁃􀀮􀀠􀁾􀀺􀀺􀀺􀁩􀁦􀀡􀀡􀀦􀁦􀁑􀀶􀀠OEM/pop
ce: Pan! Shaw -Newman, Jackson &; Sicberstcin John S ...... J;lUIner -TQW1l of Addison Slade SuicJdand -Town of Addison mrllONlIIIZZlJIHNOII091.LIlt 
HUITT-ZOLIARS Huitt·Zoliars, 100. J3131 McKinney Avenue /Suite 6001 LB 105/Dallas, Texas 75204·2416/2141811-3311/FAX 2141871-0157 October 8, 1996 Mr. John Baumgartner, P.E. Director
of Public Works Town of Addison 16801 Westgrove Drive P.O. Box 144 Addison, TX 75001-0144 RE: Addison Circle Apartments Private Drains HZI Project No. 01-1932-04 Dear Mr. Baumgartner:
Enclosed please find two sem of blue lines showing the private drain system as installed by Tempo Mechanical and manufacturer's infOImation about the Goldline Single Wall Corrugated
Polyethylene pipe used for this project. We reviewed the private drain design by Tempo Mechanical for the above referenced project. In many areas we noted pipe size deficiencies andlor
routings that were inconsistent with the public infrastructure drainage design. Following our review, Columbus Realty Trust and Tempo Mechanical resized and re-routed the polyethylene
pipe per the recommendations ofHuitt-Zollars. In addition, drains that are within public right-of-way, drains that are near public right-of-way (such as the south face of building "A"),
and drains under the carriage way entries leading to the courtyards have been replaced with SDR35 PVC pipe. Tempo Mechanical has updated the plans to reflect what they have installed
in the ground. To the best of our knowledge and based on our limited construction observation, the private stonn drain lines were installed in accord.ncewith generally accepted construction
standards. It is our understanding that Bruce Ellis with the Town has inspected the re-installation of the private drains in the public right-of-way and that the Town of Addison Building
Inspection Department has inspected the re-installation of the polyethylene pipe on private property. HuittZollars assumes no responsibility for the materials and methods used in constructing
the private stoIm drain lines for this project, nor for the construction, maintenance, repair or reconstruction of said stOITn drain lines. Sincerely, HillTT-ZOLLARS, INC. 􀁾􀁴􀀼􀀮􀁾􀀠Kenneth
A. RobecU;, P.E. KARlpsp Enclosures cc: Stan Bevers -Tempo Mechanical Bryant Nail -Columbus Realty Trust Mark Brandenburg -Columbus Realty Trust Jim DullY -Columbus Realty Trust G:\PROJ\DJ
19J204\JB09JOLTit Dallas! Fort Worth I Houston I EI Paso JPhoenix /TUSfln /Ontario I San Clemente 
HUITT-zotJARS Mr. Brylllll Nail Columbus Really Trust Iml DoIlosP:ukwaY. Suite 8$5 o..na.. TIC 15248 RE: Addiwn Cirdc -􀁾l'lIlk Schtdule HZI Project No< DI.I822-\3 DarBryimt: I September
3Qth1luuu8h 􀁾􀁶􀁟􀁢􀁥􀁲13,d -􀁾Pit" Design IIDd IUE R.:vicw <lfE!Io,:b;i<: Vault No...ulx:r 24th tIItuugh 􀁾201h -Town Re>iew ofl'relilnUwy I:lc!oip, Decombet 􀀲􀁊􀁬􀁾􀀠!l.-OlOIIh JanU4I)'
11lh -Respond ID Town Cmmnen1ll IIDd InC<llpOflIle EleelricallSlruoIUtBIICivi! DcsiIll1 Il11lU1l}' 25thlbJwgh February 4th· Respond ro Town C""""""", • February 'Ih through FcbNoly lOth.
Sc:oot.Il"llIil! Town Review I'.brlwy Illh 1IaoIIt!h 􀁆􀁾13th -Respond to S<cQnd Final ROYiew fcbrlwy UIh· MY<ttise for Bid9 for plans to ""a""labl. on F.1mwy 14t1t • February 21st Pro-Bid
Meetint: lit 10:00 a.m< Man:h 3Id -Bid Opening MOith 1I1h· AWIII'I1 Bid Man:h 17th -Beein C<msUucliun PI....., .:ail jfyou ha.., 8J1}' quesbans< Slnl.1:tCly. Hllm·ZOLLARS,iNC. 􀁾􀁾􀁾􀁾􀁾􀁾􀀶􀁦􀀮􀁑􀀡�
�􀀠 DEM/psp p;;; 
u&'n JI\N 31 1997HUITT-ZOLlARS Hl,Jitt-Zollars, 100./3131 McKinney Avenue I Suite-600 I La 105/Qallas, Texas 􀀷􀀵􀀲􀀰􀀴􀁾􀀲􀀴􀀸􀀹􀀯􀀲􀀱􀀴􀀱􀁂􀀱􀀱􀀭􀀳􀀳􀀱􀀱􀀠JFAA 214)811..Q151 January
29, 1997 Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Revised Tree Well Planting in Roundabout
HZ! Project No. 01-2013-01 Dear Mr. Person; The following exhibit illustrates the proposed revision to Tree Well's "A4" and "AS" as discussed in previous construction meetings. A total
of 840 Dwarf Yaupon Hollies (Item No. 230) are being deleted and replaced with 840 "I gallon, full, Big Blue Liriope". The current contract does not include Big Blue Liriope, therefure
we request a change order price fur 840 each, furnished and planted, complete in place. Please call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁾􀁾􀀪􀁉􀁾􀀠cc: John Baumgartner,
P.E.-Town ofAddison Bryant Nail-Columbus Realty Trust Paul Shaw-Newman, Jackson & Bieberstein G:\PROJ\OI201301\MPOI29.LTR Dallas I Fort Worth I Houston I EI Paso I Phoenix f Tustin f
Onlano /San Clemente 
I -. _..... _-_...---". -----.. T,ee We 11 Plontin IA51 2 i:!ed Oak NOTE: Delete 840 , gallon Dwarf Yaupon Holly and replace with 840 1 tallon, full Uriope 'BIg Blue' (!;old' \ Well
Planting 'A4' 
11l1l1l11. HAHS BEe/HIS 03 1997 I7671 􀁈􀁉􀁾􀁾... "'e I :J',1' 􀀪􀁾􀁁􀁾􀁉􀁾􀁥􀁯􀁯􀀯􀁕􀀧􀁉􀁴􀁴􀁔􀀧􀁾􀁬􀀧􀁕􀁡􀁉􀀱􀀧􀀵􀀲􀀰􀀴􀀭􀁾􀀧􀀯􀀲􀀱􀁟􀁦􀀧􀁬􀀧􀀺􀀧􀂻􀀱􀀱􀀯􀁊􀁴􀁁􀁘􀀻􀀻􀀻􀀱􀀴􀀯􀀵􀁔􀀧􀀮􀀰􀀷􀁬􀁴􀁔-"---"
_·-···_·_·····_-· .,. -' ......-.................... " .".. -----1 r! l'ebtvary 3, 1!197 I Mr. Juhn Baumgartlli!r, P.E.I j}jrccl<lf,'fP..hiic W""" 1 T,w.m ofAddis-on P.o. Box 144 IIIldil1On,
TX 75001 RI!: Add""", Chclol'iwc ll'UbUc l.n1i-a!truolmc Modern Roundabout 􀁓􀁾Md Stripillg HZll'rujecl No. 01·2013-01 o-John: On Friday, JlIIIuaty 31. 19971 toIUluclell " walk through
In Vl:Iity the itdation vI' all!cquirccl signago and striping tM Ill. modem rounduooul. There ore lICVcral i_thainmI to be 􀁾􀀠􀁾d", ruUl.w.boul """ bo • .p.-llu IWlll1l.1lic. lbey 11ft!
!l!I fol"'• The 181llc diagramnwic sign fOI Ir.illic lr<1vcling eastbound on Mildred Sueet i. ol:o;tnu:ted by some tree bmncbcs thai will ""luW pruning. • All yield lit roundabout sigtl!l
have lUll YOl been instolled. !'vir. Per.!OI1 stilled that all yield ot !(\undaboul signs will be ins1aIlIXI on Monday, Feb!'ll8l)' 3td with the euepliun of the one Jocated on the wwt
side of Quonun 􀁜􀁽􀁲􀁩􀁶􀁾􀀠fm truff", tru""ling oouthb'lImd on Q""""". 1'hiJ sign would likely be di1lllQgoo during Ihe OOI1!ilrU<:lioo ..tong the cast side or Building"A" and theld'ore
will nol be ins1alIed Wl1i1 the strocL'1C8f'" is C(I1I1p1ele, • If MildMI Streel i. to be opened to full tmffic Iho yellow alDterline buttmw muot be in pI_, Mr. Hramhmbure """ 􀁮􀁬􀁱􀁾lhIt
CoIUIIlbus be sIlolWd III kt!t!p Mildred Stt'OOI cl....... '\I, OO%l5trodion woOOng "P=' and • ...rut)' Z<>m' tOt possible lBIIin8 debrioJ. Columbus will pn;p.= • I11Iffic romrol pllUl
10 nddross how U) keep COIlSIruClion tt:lflic lrdversi!Jg Tl!e lOUlldabOllt and Mildred SkeeL Columbut; ....,11 have a IIImporary yi01d "gn instullod at the yidd line odjwonl '" 1lWldinr.!
·'A". A 1lClUl8!lCl1t sign will bo pin=! by Oib!lOll when Ill. stree:L<fCap1.'! is compete. • 'file yield sign on the center island lOr southbound tra1'l"sc 011 011 Quotwn Driv. requiJ:..,,,,,hl,,,,,
,,...l ofa dunu.god 􀁰􀀬􀁤􀁾und the iJl!lbllal:ion of1Lc »19'
•••• 􀁾􀀠.... .... ; 􀀢􀀧􀁾􀀠􀁾􀁰􀁥I.., -.." "7bn'I'I.. 􀀢􀀢􀁏􀁜􀁮􀀮􀁯􀁾􀀠_ IS T'tIE , ....-c. (r..\...􀀭􀀺􀁾􀀠.....(.T:rtfIIA, 11..() 􀁾􀀧􀀽􀀭􀁩+. , • ••• 1 .... , ..... .... 4"WMlTE
1'IEJIMCPI..ASTIC PAFIICIO ISTIIRS 11'11 l'1ON 22' CEIIIfa. '11/4"WHITE REfI... TYPE I-W-C IIInOll IIEE CETAII. IlHEET 1,.1... 
--------------------------------:iI:JYf BY: XEROX 7033 ; 1-20-97 ;!0:50AM; HUITT-ZOlLARS 􀁉􀁾􀁌􀀠􀁾􀀠9316643;# 11 2HUm-zoUARS ' . REc'D JAN 2 0 1997 FACSIMILE TRANSMITTAL l'uNO._'_______!laIe'
I {ZtC I" H-Z Proj. No. i!U ZR,'Jo' No. of p....:---::z.!!"-:--_ (lndodlag Covu SMell 1Q: ToW 􀁾􀁁􀁖􀀡􀀡􀀯􀁉􀁬􀁉􀀮􀀮􀀢􀁉􀁍􀀡􀀧􀁮􀀡􀁙􀀠911.4s.,-ZS!M 􀁾􀀬􀀮Hb--C!.p:r.. "'L-770 -S,," e....
'.. "...,.,-2"71 􀁾􀀠97'2.-'Z 'J'-2p'Z.1.. o URCil!NT ,. for1'our __ 0 PI-. Call UpOJllt1!llllipt 0 0Iig. To :Pallow /ly Mail 􀀺􀀺􀁾􀁾• .,,,,,, •• 􀁾􀁾􀀬-3> Aft v,..., w 􀁄􀀧􀀹􀀧􀀢􀁾,.,.,.,
􀀪􀁾􀁾􀀮11<-u-cfN,. rllllitf lMaiJ M'_ finqi ..... ., tzJA/111JIll. 'llMI:p&-JUt Md(IIuoryA._ • _ /ICIJ • DJI"", r_ 75104. (214) 871-J311 • FAX (J14/871-0757 
GIBSON II ASSOCIATES, INC• ...........Cx•••,. "11,.0.......... .._ _ .....T_111__ _ ,"fl. f¥merr'1ft"l !Ir. IlI.viil IIIYIU IiUltt-ZoU,n8, Inc. 3131 kelinee, Avenve Suil:G 600 DaUIUI,
'1'UIII 1520' De: A441.on Circle -ib••• I Public InC.&etrgctur. !)ear Sil"l '!!hb latt:81' ie II. follow up to the telephone converntion 1:baa with Mr. Paul Bba.. on Frida" January to,
1997 regar41noth. aiii.walk pa....". 1>1\ the 􀁾􀁃􀁬􀁖􀁥􀀠refullIlMd project. P1lV9r COn.truotitm Co.. Inc. and mylllU' bad __ que.ttolll!l oonarnll111 tile 8" b&Ad bthin4 tM curb 􀁾the
II" baad Irt/!aolai.r caec., 􀁾􀁵􀁮􀀴􀀠tM tr.. welle on 􀁾􀁡􀁲􀁵􀁭􀀠Drjve. The plarul oall for th.... paverll to l)e paver '-a". lIlltUllllt BAlle, the _ •• til. rwIIIillll IIIIId on
th, lidiIWdles. lIbacelUl, ill tho 􀁾􀁩􀀺􀀯􀀡􀀧􀁯􀁬􀀮􀀠arel 􀀡􀀮􀁾􀀠...:11, for tM.. 'PaV1Il'8 to be 'l'ypo "Au, Dl'own, ",Uh tile real: of !:lie si6ewalk 1:.0 be A\lt1llDll Hue. In
OUl' phone converaation Paul etatedhe woold 11k. u. 􀁾􀁡􀀠uaB tIw Type "A", .... a,.""" for thu. b""h II1II1 IIOl.dLu _ ••• •• ... 􀁏􀁾􀀹􀀹• .ainr yitb the reviee4 aah .... 􀁾􀁦􀀠􀁴􀁨􀀮􀁾􀀮􀀠el'8
􀁥􀁾􀁲􀀠queetiona regarding tbie 􀁾􀁴􀁴􀁥􀁲􀀬􀀠plea•• call.... GlDBO. a 􀁁􀁡􀁓􀁏􀁃􀁴􀀦􀁾􀀮􀀬􀀠Xftc. JIaDI P_ Project. Mauger MP/,.. I 
HUl1rZOLIARS 􀁈􀁵􀁩􀁴􀁴􀁾􀁚􀁯􀁬􀁩􀁡􀁴􀁳􀀮􀀠Inc. 13131 McKinney Avenue I Suite 600 JLB 1051 Dallas, Texas 75:204-2489 J214/871-3311/FIi:!. 214/671.0751 February 6, 1997 Mr. Mark Person
Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-01 Dear Mr. Person: Gibson & Associates
is now authorized to proceed with the repair of roundabout sign (ADV-D1) for the change order amountof$673.75 as stated in your letter on January 30, 1997. Please call ifyou have any
questions. Sincerely, RUITI-ZOLLARS, INC. 􀁾􀀬􀀬􀀼􀀡􀁬􀂣􀀻􀀣􀀦􀁪􀁥􀁲􀁾􀀠• David E. Meyers, P.E. cc: John Baumgartner, P.E.-Town ofAddison' Bryant Nail-Columbus Realty Trust (t\PR.OM120
1301IMPOZ06.LTR. Oallas /Fort Worth! Houston JB Paso I Phoenix I Tustin I Ontario I San Clemente 
HUITTZOLIARS 􀁈􀁵􀁩􀁴􀁴􀁾􀁚􀁯􀁬􀁴􀁡􀁲􀀺􀁳􀀬􀀠Inc. /3131 McKinney Avenue I Suile 600 I LB 105/Dallas. Texas 􀀷􀀵􀀲􀀰􀀴􀁾􀀲􀀴􀀸􀀹􀀠/214/671--3311/FAX 2141B71"()757 December 30, 1996 Ms.
Jan Seidner Manager, Railroad Facilities Dallas Area Rapid Transit P.O. Box 660163 140 I Pacific Avenue Dallas, TX 75266-7210 RE: Addison Circle Phase II Public Infrastructure HZI Project
No. 01-1822-21 Dear Ms. Seidner: Enclosed please find a partial set of preliminary plans for Addison Circle Phase II in the area adjacent to the DART right-of-way. Addison Circle is
a 72 acre mixed use development being constructed in a public-private partnership between Columbus Realty Trust and the Town ofAddison and consisting primarily ofmuIti-fiunily housing
to be constructed in phases. It is located north of the Dallas Area Rapid Transit line, west of Dallas North TollVlay, south of Airport Parkway and east of Addison Road in the Town of
Addison. Though not all acreage within these limits is technically within the zoning district, these these boundaries establish the practical limits of the affected area which totals
approximately 125 acres. A boundary exhibit is included as Figure No.1. As shown on the enclosed drawings, we plan to construct a 23' bob street within a40 foot R.O.W. along the north
line ofthe DART right-of-way. The existing drainage ditch, which straddles the property line, will be replaced with a box culvert which will require that fill be placed on the DART R.O.w.
between Quorum Drive and the Dallas North Tollway. Our proposed grading allows for a future track north of the existing track and a minimum 2% slope away from the new track toward the
right-of-way. We propose to create a small diversioo swale just inside your right-of way (above the box culvert) to intercept runoff from the railroad right-of-way just before it enters
the new street. This runoff will be collected in a V-inlet near future Spectrnm Drive and deposited in the box culvert. This construction will require a temporary working space agreement
between DART and the contractor. Note that the current phase of development only requires a box culvert from Quorum Drive east to a point just east of future Spectrnm Drive. A similar
approach will be employed for the remaining 600 feet to the Tollway as development progresses. This is a preliminary submittal and final plans will be submitted following the receipt
of your comments. We will be happy to meet and discuss your concerns at your convenience. G:WROJ\OI t82221VSl107,LTR Dallas I Fort Worth' Houston I EI Paso I Phoenix I Tustin t Ontario
I San Clemente 
Ms. Jan Seidner December 30, 1996 Page 2 Please call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀀵􀁤􀀮􀀺􀀺􀁾􀀭DEMlpsp Enclosures cc: Realty Trust !'!'e.ll O:\PROMllB2221\1S1107
,LTR 
Q DO o r:; o CJ .0 N ! t SCALE: IU :::: 􀀴􀀰􀀰􀁾􀀠t..----\:::AREAOFPLPL BMITTED IGURE NO. I OUNDARY EXHIBITDOlSON CIRCLE HUnT-ID.lAPS )NC. 
\. \ \ \. \ « I.J.J 0:: « \. \ \. \ \ \. \ " 1\\\ 
SENT BY:xtKOX 7U33 February 19, 1997 Mr. Mark Person Gibson at Associates 11210 Ryliecrest P.O. Box 800579 Balch Springs. TX 7S 180·0579 RE: Addison Circle Phase I Public Inftastructure
Dear Mr. Person: Gibson at Associates is authorized to proceed with the t'epair of three existing street light bases on the south side of Mildred Street at a cost of $1 8 UOIea for a
total cost of $544.50 as stated in your letter dated February 12, 1997. Please call ifyou have any questions. Sincerely, HUIIT·ZOLLARS, INC. 􀁾􀀮􀀮􀀡􀀺􀀡􀁦􀁥􀁹􀁶􀀮􀁲􀀠DBMfpsp cc; 􀁾Nail
• CqlnmJms 􀁒􀁥􀀮􀁉􀁉􀀱􀀱􀀧􀁾􀀠 􀁾􀁾􀁡􀁵􀁭􀁧􀁡􀁲􀁴􀁮􀁥􀁲􀀮􀀠Town DC Addison"") ----. --_._. G;\PJlONlI101lO1\.\tP021997l.TR 
\ ·f HUnT-.zoLlARS Huitt-Zollars, Inc. J3131 McKinney Avence tSuite 600 i LB 105/Dallas, Texas 􀀷􀀵􀀲􀀰􀀴􀂷􀀲􀀴􀀸􀀹􀀯􀀲􀀱􀀴􀀱􀀸􀀷􀀱􀁾􀀬􀀳􀀳􀀱􀀱􀀱􀀠FAX 214/871·0757 February 26, 1997
Mr. John Baumgartner, P.E. Director of Public Works Town of Addison P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase I Public Infrastructure Modern Roundabout HZI Project No.
01-2013-01 Dear John: The punch list items for opening the roundabout, noted in a letter on February 3, 1997, have been completed with the exception of those pertaining to Mildred Street.
As discussed previously, Mildred Street will remain closed until work on the south side of Buildings "A" & "B" is complete. Columbus needs to revise their barricades to eliminate all
lane closures within the circle per conversations with Bruce Ellis. Subsequent to that revision, the modern roundabout may be opened to circular traffic movements. Please call if you
have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁓􀁉􀁊􀁯􀁊􀁾􀀻􀀿􀁦􀁾􀀠David E. Meyers, P.E. DEMIpsp cc: Bruce Ellis Mark Brandenburg Bryant Nail Mark Person G:\PROJ\O 120 DOi \18022697,
L 1R Dallas I Fort Worth' Houston I EJ Paso I PhoeniX I Tustin I Onlario 
HUITT:ZOLIARS HuittwZollars, 100./3131 MoKinney Avenue I SUIte 600 ILB 1051 Dallas, Texas 7S2t'l4-2489/2141871..J311/FAX 2141871-0757 February 7, 1997 Mr. Mark Person Gibson & Associates,
Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-01 Dear Mr. Person: Gibson & Associates is now authorized to
proceed with the installation of 48 4" Type 1-Y buttons for the change order amount of $329.76 as stated in your letter on February 6, 1997. Please call ifyou have any questions. Sincerely,
HUITT-ZOLLARS, INC. 􀀲􀁾􀀮􀀮􀁦􀀩􀁾􀁉􀁊􀀱􀁾􀁑􀁉􀁪David E. Meyers, P.E. cc: John Baumgartner, P E.-Town ofAddison Bryant Nail-Columbus Realty Trust Dallas} Fort Worth f Houston I EI Paso
I Phoenix I TustinJ Ontario I San Clemente 
GIBSON & ASSOCIATES, INC. ElIgln..... and Con_... 11210 Ryllectftt P,O, Box 8001579 Balch Springs. Texa. 7518Q.()579 972J5S7-1199 FAX 9721557-1552 February 6, 1997 .FEB 071997 Mr. David
Meyers Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Re: Addison Circle -phase I Public Infrastructure Dear Sir: Per your request in your letter dated Feb. 3,
1997, we are pleased to submit to you the following price for , " 48 Each refcective Type 1-Y buttons to be installed on the above referenced project_ 48 Each @$6.87 = $329.76 If there
are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁉􀁚􀀭Mark Person Project Manager MP/ms 
m'n FEB 05 1997 HUITT-ZOllARS Huitt-Zollars. Inc. /3131 McKinney Avenue /Suite 600 I LB 105/Dallas. Texas 75204·2489 􀀯􀀲􀀱􀀴􀀱􀀸􀀷􀀱􀁾􀀳􀀳􀀱􀀱􀀱􀀠FAX 214/811·0757 February 3, 1997 Mr.
John Baumgartner, P.E. Director ofPublic Works Town ofAddison P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase I Public Infrastructure Modern Roundabout Signage and Striping HZ!
Project No. 01-2013-01 Dear John: On Friday, January 31, 1997 I conducted a walk through to verifY the installation of all required signage and striping for the modern roundabout There
are several issues that need to be addressed befonJ the roundabout can be opened to full traffic. They are as follows: • The large diagrammatic sign for traffic traveling eastbound on
Mildred Street is obstructed by some tree branches that will require pruning. • All yield at roundabout signs have not yet been installed. Mr. Person stated that all yieldat roundabout signs will be installed on Monday, February 3rd with the exception of the one located on the west west side of Quorum Drive for traffic traveling southbound on Quorum.
This sign would likely be damaged during the construction along the east side of Building "An and therefore will not be installed until the streetscape is complete. • IfMildred Street
is to be opened to full traffic the yellow centerline buttons must be in place. Mr. Brandenburg has requested that Columbus be allowed to keep Mildred Street closed for construction
working space and a safety zone for possible falling debris. Columbus will prepare a traffic control plan to address how to keep construction traffic traversing the roundabout and Mildred
Street. Columbus will have a temporary yield sign installed at the yield line adjacent to Building "A". A permanent sign will be placed by Gibson when the streetscape is complete. •
The yield sign on the center island for southbound traffic on Quorum Drive requires replacement ofa damaged pole and the installation ofthe sign. G:IPROJIOI201301IlB0203.DOC nix /Tustin
t Onlario I San Clemente 
• As noted in a previous memo, the large diagrammatic sign for northbound traffic on Quorum Drive has an error and requires a field revision. The sign should either be modified or covered
up before the roundabout is opened to full circular traffic. • I visited the site on Sunday, February 2, 1997 at around 7:45 p.m. to assess the effectiveness of the reflectivity of the
signs and pavement markings. The 30 foot single hood lights around the roundabout and the 30 foot double hooded lights from the railroad to the south side of the roundabout were not
operating. This made it very difficult to identifY the curbs of the median islands when approaching the roundabout. The lights must be operational before adding any traffic movements
to the roundabout. In addition I recommend that we add 4" yellow and white reflective buttons around the median islands to illuminate the curb from a distance. As noted on the following
diagram, this would include 48 Type I-Y reflective buttons and 15 Type I-We reflective buttons. Once the above mentioned items have been addressed the modem roundabout can be opened
to additional traffic movements. We can discuss these items further in the construction meeting on Wednesday of this week. Please call ifyou have any questions. 􀁾􀁾􀁾E.iJ?UjedDavid
E. Meyers, P.E. DEMIpsp cc: Bryant Nail Mark Brandenburg Mark Person G:IPROJl01201301IJB0203.DOC 
-21 􀀺􀁾􀀠.-]0 •••• f-------I--\--Jt •••• --------------... Dr 1111 • •••• -•••• •••• •• IIRH 􀁾􀀧􀀭􀀮􀀯􀀠I IIRH 􀁾􀀠􀁾SPEED I®\ 􀁾􀀠􀁾􀀠LIMIT 118-]0 0 _$II 20 ' • sa 1115 $II ! R}-202
1/R2-1 fI sa d R1-202 I 􀁾􀁾􀀠118-]0 ••• •••• • • ..oe ••••• •••• •••• •• ••oe •••• 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭--------------------1 4" FLECTIVE-4" WHITE THERMOPLAST
IC PARKING STRIPES (I' X I') ON 22' CENTERS W/4"WHITE REFL. TYPE I-W-C BUTTON ®d. TYPE I-W-C BUTTONS ON 􀁾􀀧􀁃􀁅􀁎􀁔􀁅􀁒􀁓􀀠FOR FIRST 40' SEE DET AIL SHEET "tpe '-'f 􀀴􀁾􀀠f\:pi)\ no...:lAl
_ IS T'f. "e \"-1)-(., 6" x 6" JIGGLE BARS ON 􀀲􀁾􀀧􀀠CENTERS PER PAVING DETAILS 􀀨􀁾􀀢REFLECTIVE TYPE I-W-C ,NO 4" NON REFLECTIVE YPE I-W auTTONS PER 'AVING DETAIL St£ET 118-]0 􀁾􀀠􀁾􀀠R7-202
􀁔􀁯􀁾􀀠 '1l;>rA-c.. 
􀁾HUITI-ZOLlARS REC'o NOV 12 1996 Huitt-Zonars, Inc. /3131 McKinney Avenue {Suite 6001 LB 105/0allas. Texas 75204·2489/214/871.J311 I FAX 2141871-0757 November 8, 1996 Mr. Dan Shipp
Southwestern Bell Telephone 275 N. Greenville Avenue Richardson, TX 75081 RE: Addison Circle Phase I Public Infrastructure Sidewalk Damage HZI Project No. 01-2013-01 Dear Mr. Shipp:
There was significant damage to sidewalks on the east side of Quorum Drive during the construction of Addison Circle Phase 1. The companies involved in the construction are the public
contractor (Gibson & Associates), the private developer (Columbus Realty Trust) and Southwestern Beil Telephone. The Town of Addison expects the sidewalks to be repaired under the Phase
I contract. Southwestern Bell had a significant impact on the damage due to the location of your facilities relative to the existing walk. It is our understanding that construction equipment
traversed up and down the sidewalk while installing your facilities. To resolve the issue of payment, the private and public contractor request that SWBT pay for 1/3 of the removal and
replacement of the damaged walk. If the Town determines that all the remaining existing walk, from the railroad to the north project limits, requires replacement then the cost breakdown
would be as follows: ITEM UNIT QTY CONTRACf PRICE COST Remove and Dispose of Ex. Concrete Sidewalk SY 347 $5.40 $1,874.80 4" 3000 PSI Reinforced Concrete Sidewalk SF 3,125 $2.80 $8,750.00
TOTAL COST $10,624.80 Columbus Realty Trust $3,541.60 Gibson & Associates $3,541.60 Southwestern Bell Telephone $3,541.60. Dallas I Fort Worth I Houston I EI Paso I Phoenix I Tustin
I Ontatio JSan Cleme.'lte 
Mr. Dan Shipp November 8, 1996 Page 2 Mr. Bryant Nail with Columbus Realty Trust and Mr. Mark Person with Gibson and Associates will be happy to meet and discuss this issue with you
in more detail ifnecessary. Thank you for your assistance in this matter. Sincerely, ffiJITT-ZOLLARS, INC. 􀁾􀀯􀁊􀂣􀀯􀁦􀀱􀁱􀁾􀀠David E. Meyers, P.E. DEMJpsp cc: Bryant Nail -Columbus
Realty Trust Jim Duffy -Columbus Realty Trust Mark Person -Gibson and Associates John Baumgartner, P.E. -Town of Addison O:\PRQJ\OJ201301\DS1104.LTR 
v SENT BY:XEROX 7033 UIJ.l\JV7U'''''-... , Hurrr-ZOLlARS DofflU • Fort Wcmf. • HoUSlon • Ef Pase • Phoenix • Tustin • O/ltJIrio • San 􀁃􀁦􀁾􀁭􀁾􀁬􀁦􀁫􀀠FACSIMILE TRANSMIITAL Dale; nIl,
11" Fax 􀁎􀁯􀁾􀀠4St>-zS3"'l H-Z Proj. No. 0 I "Zc::>! let No. of Pages:_...,..\aj(;,___ (Including Cover Sbett) To0,o'C' "" di' AI:Cl&kN 62..1!!. WQu", f\.rTI\J'. O\cz,. Tew 􀀺􀁂􀁦􀁢􀁲􀁾􀀠
o URGENT 'For Your Review 0 PI_e Call Upon Receipt 0 Orig. To FoUow By Mail , Or..> Of': t4g0........, ;r"""" f,...... , 1'l"Ilj. .. ,.. c..u!fCL. JIe) ""'4 au d bs eke ... 1=1+ "brlflh1
􀀽􀁉􀁯􀁟􀁾􀀠fk>"'H!;;t 􀀧􀁓􀁾􀁳􀀠Ua4"LsM'1.,.a...,) /IS 􀁃􀀡􀁦􀀧􀁾􀁯􀀠p '$P«o .,.., S,""",)􀁾􀀠FROM:5")c..,,4 yZtl, .f ('a' SENT BY, TIME: DATE: If1"" 1004 ..." ,-.,,.cd""l IN Fa_I<
r_1. pkan ........ ".. J_ _ ... 1M IlldiVldo-:-.I-,-/it-...,,-_--..-/1-,-.I:-"J-=''=''T/. 􀁊􀁾􀁬􀀱􀀮􀀠:rn..ky.... 3131 McKUrnt:y 􀁁􀀮􀁾􀁟􀀠• SuiI<I 600 • D4{{ar, Teras 75204. (lU) 871·33JJ
• FAX (114) 871-/}757 
3ENT BY;XEROX 7033 ;11-19-96 4:10PM HUITI-ZUUAK::;, INC.". ... • Banol"wAschman ASSOCIales. Inc. !l485 􀁥􀁾􀁬􀁻􀀠Line Aoao. Suile 199" DaIl3S, T(t:lt:3S 15240.(214) 99I t900'" Fax: (214)
400-9261R Memorandum TO: FROM: DATE: SUBJECI': John BaumgQttner Town ofAddisoll Gary Jost January S, 1996 Addison Roundabout -Additional comments We have completed OUf review ofthe sensitivity
analysis completed by Outston and Doctors and design plans prepcued by Huitt-Zollars for the proposed Addison Roundabout. This memorandum presents OUf findings. Sensitivity Agalysjs
Ourston and Doctors present in their sensitivity analysis findings based on SO pc:rcent and 8S pen:ent confidence levels. Ifqueues and delays are calculated at a 8S pen:ent confidence
level, this means that one can be 85 percent certain that actual queues will not be greater than the calculated values. Based on the uncertainty of operations of the first modrnl roundabout
in North Texas, we would recommend that the 85 pereent confidence level be used for calcu1ating operating conditions of the planned roundabout. It should also be noted that there is
CWTellIly no consensus in the transportation probion regarding the most !lppIIJpria\e ttafflC engineering tool for analyzing modem roWldaboul$. The Transportation Research BolII'd has
es1ablished a committee to review current capacity analysis 􀁴􀁥􀁣􀀡􀁭􀁩􀁱􀁾􀀠and develop a new Hiehwav Capacity Manual by the year 2000. This committee, chaired by Mr. John Zegeer ofBarton-Asclunan
Associates, Inc., is working to include a recommended procedure fer noalyzing modern roundabouts in the,new manual. The sensitivity analysis reports that at the 85 percent confidence
level traffic volumes can be increased. ftam volume., originally projected,. by 4 percent in the A. M. peak period and 11 percent in the P.M. peak period while still mainlaiDing a level
ofservice O. This suggests that the cUfrent design is highly sensitive to small increases in traffic volumes. With an 11 peroent increase in traffic volumes, and IISsuming!hat hat 10
percent ofdaily traffic occurs during the PM. peak hour, one could estimate that the effective capacity of Quorum Drive, asswning 10,000 vehicles per day (vpd) on 1 I!!ill.!:J PARSONS

SEhT BY:XEROX 7033 ; 11-1 lHl6 ; 4: UPI\!; IlU IThlOl..LAK::i. INC.... ""' t'" Mildred, would be less than lO,OOO vpd. Of particular note is the comparison ofaverage and maximum queue
lengths between the original. projections and the maximum volumes that can be accommodated at Level ofService D. Tables 1.0 and 2.0 present this comparison for the A.M. and P.M. hours,
respectively. Table 1.0 Averllge lIud Maximum Queues A.M. Peak Hout APPROACH LEG AVERAGE QO.ElJES (VEl) MAXIMfll\fQUEUES (VED) ORIO. LOSD ORIG. LOSD NBQuorum 0 1 1 I WBMiidred I I 1
1 SBQuorum 17 30 35 69 EB Mildred . 4 s 6 9 Table Z.O Avel'llge aud Mllximum Queue, P.M. Peak Hour APPROACH LEG AVERAGE QUEUES (VEa) MAxIMUM QuEUES (VEH) ORIG. LOSD ORIG. LOSD NBQuorum
4 12 6 25 WB Mildted 5 30 10 57 SBQuorum I 1 I 2 EB Mildred 1 2 2 3 As shown in these tables, average and maximum queues increase significantly with very little increase in total volwne
entering the fOWldabout. Based on the sensitivity to small increases in peak·hour volumes identified identified in the lIlIaiysis conducted by Ourston and Doctors, it is our recommendation
thai the design of the planned Addison Roundabout be analyzed further to provide more stable conditions at these anticipated volumes. 2 
.3C1"41 [) 1 • lI.C.fiVA (Uuu 111-1"-00 , 't'11lL'J, nUlJI-tNL.L...HI\J,ll'\.r,""" ilVl U\1':hJ t * "tl U , 􀀮􀁾, OTHER DESIGN CONSIDERATIONS Parklgg On -sUeet p;uIcing along Quorum
and Mildred should be restricled within 150 feet ofthe roundabout On the departure legs ofthe roadways to provide adequate sight distance. Pavia, Twig' Seetjon The typical.m:tion fur
Quorum Drive specifies a full sawcut with existing steel to remain. The full depth sawcut will also cut the steel. If a full depth sawcut is desired, steel dowels will need to be drilled
and inserted into the existing concrete pavement. Sjgpigg apd MarkinI' • The stop sign at Wilt Mews and Mildred should be moved behind the barrier fu:e nunps. • The no parking signs
on Mildred appear to conflict with the paving plans. • Ifpedestrians arc to be restricted wm entming the roundabout island, then "No Pedestrian" signs should be instaJled in the island.
• AIL discussions to date regarding pedestrian crossings at the roundabout have indicated that the crossings should be located one to two vehicles behind the yield line. This needs to
be reflected on the plans. • Addison has typically utilized pavement markers rather than: striping for lane delineation. • Advance warning signs for the roundabout should be provided.
• Additional signs (i.e. chevrons) identifying the roadway curvatu.l'e arc m:ommended. MiseelhUleo!!ll • 'There appears to be an abrupt change in cl'Ossfilil on the north side of the
roundabout at Quorum. • Loading and unloading areas should not be allowed in the area of the roundabout. If you have any questions, please do not hesitate to call. 
SENT BY:XERQX 7033 ;11-19-86 ; 4:12PM; HUITT-ZOLLARS, 􀀡􀁎􀁃􀀮􀁾􀀠ll:JHiti43; # 51 ti . ---..._--... -. ... -... :. /....... I N T E R MEMO OFF ICE To: John Baumgartner, Director 􀁾􀁐􀁵􀁢􀁬􀁩􀁣Works.
City Eugineer From: Lieutenant Bob McKitrick If1/1 ill(f Subject: Preliminary Signage Reoornmendation for Phase I Urban Distril;! Date: JanUlU}' S, 1996 The foUowing i$ II list ofrecommendations
for sisna!lo and trafiic markings for the Urban District Phase I. I. SigJlllgII to warn motorists ofthe tTafl:ic circle placed at the foUowing locations: A Morris and SIB Quorum B. McKamy
and SIB Quorum C. NJB Quorum (ncar DART right-of-way) D. WIS Mildred (proposed street) E EIB Mildred at Witt 2. Pavement markings at entrance and interior ofcircle to facilitate II natural
flow to tI1iffic entering and exiting the circle. 3. Speed limit signs witb recommended speeds due to the integration ofbrick pavers and its unknown performance versus a oonl:fete roadway.
A Quorum 30 mph B. Mildred 30 mph C. Witt 20 mph D. Paschal 20 mph E. Morris 20mpb F. McKamy 20 mph 4. Si81lage plallement and street markings fur pedestrian Q;\)sswalkli at the following
locations: A Traffic circle B. Mildred at Witt C. Morris at Paschal D. McKamy at Paschal 
]IT BY:XEROX 7033 !1U I 􀁲􀁨􀁇􀁜􀁊􀁕􀁊􀀡􀁋􀁾􀀮􀀠􀁉􀁾􀀮􀀠􀁾.• { ..... lohn Baumgartner Page 2 lanuary 5, 1996 5. No parking signs at the rcUowina locations: A. Morris lit Witt B. McKamy
at Paschal Let me know ifyou have any qucstiollS conceming these re<:OmmendatiollS. RM/af Attachment -Preliminary Signap Plan 
􀁓􀀵􀁾􀁔􀀠BY:XEROX 7033 ; 2-17-97; 14:10; HUITT-ZOLLARS, 􀁉􀁎􀁃􀀮􀁾􀀠9316643;# 11 8 HUrrr-ZOLlARS DnJIas • FOlf W"nh • HoUSton • El Pa:m • Ph«nir • TUlliI1 • Omll';" • S'W 􀁃􀁉􀀧􀁭􀀧􀁬􀁉􀁉􀁾􀀠FACSIMI
LE TRANSMmAL Date:_Z_/.---:.'7_I....s....;t7"----_ Fax No,;,________ R-Z Proj. No. 0116'&'£.1" No. 􀁯􀁦􀁰􀁬􀁬􀁰􀁓􀀺􀀭􀀭􀀽􀀸􀁾__ (IncludlnJ Cover Sht:et) TO: ,;''-''PI S'.'c&LdMD "'1.-+50..
􀁚􀀸􀁾􀀴:tMVlP NItNLa.,.t!IL "1... 410-••' 1'"".. 􀁾􀀮􀀡􀁁􀁗􀀠... 91r,-􀁾􀀢􀀠... z"c. Stltflkolt 􀁾􀀠o URGENT 0 For YOUI' Review 0 Please can Upon Receipt D Orig. TI) Fl)lIow By Mall
SENT BY: TIME: DATE: IfYH JuM atry praIMmz m:drin, 􀁾􀁆􀁾􀁾􀁬􀀮􀁰􀁬􀀴􀁴􀁵􀁾􀀠􀁾􀁄􀁊􀁬􀁬􀁦􀁄􀁃􀁉􀀠AI.. Jtlltel WiUi.t 􀁾t1K 􀁩􀁲􀁗􀁩􀁷􀁴􀁕􀁵􀁤􀁾􀁉􀁕􀀺􀀺􀀭􀀧􀀢􀁾􀀴obo-:O-,..-",-(l.-/4j-'--7/.
1111. 1Iwnk 1'''''' 3131 􀀮􀁬􀀬􀁦􀁣􀁋􀁩􀁮􀁮􀁾􀂷􀀠AWllue • Suitt 6IJ() • Daiias, T= 75104. (214) 871·3311 • FAX (114) 871-0757 
AlllllWN CIlI.CLIlI'IIA5I', I (0)·182%·13) l1U':!I7 BOSQlIEl'AlIK PAGEl PRI\LL}IINAll"I' OPlNION OF I'ROMl!LE COSTS 􀁓􀁌􀁾􀁗􀁁􀁒􀁜􀀧􀀠SClJE)t:u:; I St:BT01AL: Sl13.69.t.7'S scmD1.:J.E
II SUBTOI"A1.1 Sl(lU36.00 SCl3EDt1l.E mS1.'STaTAL; $14,00$.00 SCHEDULf.lV SUllIO"TA1.: 􀁓􀀳􀀬􀁓􀁓􀁾􀀮􀁏􀁏􀀠SCHEDIJU V SUBTOI"AL: $),63':".DO SCHW1.:U VI S1.'BIOTAL: SJ9.9IS.1W 􀁾􀀠SClIEDL"LE''II
SU!lTaI"A1.: $l5.0SUO !lASE BIl)l'BOJl!CT TOTALI SlIS,'ll8.75 􀁾􀀠ADDITlo.'U.l BOSQtI! PARK I!tl)GEf ITI!Mll 􀁾􀀠Th"l: vAt:LT(:4' X )2') CONSl'ItUC11ID' 1llJ) (llXITSON CONTRACWlIJ)
SIO?,74MOI "IU}." VAUI..T 􀀨􀀲􀁾X 12') i:)£SIIDi ·S&,500.00 􀁾􀁯i:)R.!NKIKG FOli")'"7AINS (2 IA) (GillSON k ASSOCJA"ttS) SII,SOO.OO 􀁾􀀠0',000 PSI R.£f.\,T CONe SLlIBASE 􀀱􀁾􀀴􀀮􀁇􀀠SF)
(GillSON &: ,'SSOCIATES) S9,93S.40 FLRNISll MVERDELIVll!I.D"!O SITE (3426 SI")(OlBSOl\ k il,sSCX;IATESJ $$,'378$2 Jl.1<NlSH BBDDll'G MA1ER.1AI. A!>1l iNSTALL PA-VERS (34:6 SF) (GIESOI\
" A.SSOCLUES.I S:s.:07.S: 􀁾􀀠" .. BOSQUE PAl\K Ll\NDSCA.l't 􀁄􀁅􀁓􀁉􀁇􀁾􀀠FEE 􀁓􀀲􀀹􀀮􀁾􀁏􀁏􀁏􀁬􀀩􀀨􀀩􀀠􀁾􀀠 TREI: UuBTING ELI!C1lUC,\l. DESlt3N 59,500.00 BOSQL't PARK CI'i"Q;STRl!CTI.1Jl,U/IJ..ECnu
CA.LDESI<Th" 􀁓􀀹􀁾􀁏􀁏􀀬􀁯􀁯􀀠I.LEC'IRlCAL VA-L1.T BIDDr\G M"D MlSCIru.Al'EOU. PAAK 􀁔􀀮􀁾􀁓􀁋􀁓􀀠$1.1(1),00 ," 􀁾􀀠 COl\SIRucno.":\ ADMTh1.STRATION I.A..XPSCAPE (l'lB) S6.ilQO.OO􀁾􀀠...
I CONSIRUCTIOK ,'\DMI:'IISJRATION cr...n. (HZ!) 52.000.00 N ODNSTIn:CDON 􀁁􀁄􀁾􀁬􀁬􀁎􀁲􀁮􀁔􀁒􀀮􀀻􀀮􀁮􀁯􀀺􀀺􀀻STRUC=(l!ZI) 51,000.00 OOl\SIRucno:-.1 !\ll)m;ISTRA'TlON flIiCTRICAL (llZI)
$1,.!1)O.oO HZI MISC. SlAXING ALU)W 11..""CI! (WALL. WA.LKS, JIiA"lL"RES) sS:OOO.:*O SllI,561.74 n:rarAl. BOSQllJ'. PAlIK COSTS r ji;j'i"sOO.3 I ,., "" BOS()Ul! PAliK ORlGIKALBl'llGET
$5D1l,OOll.OO=> "" 􀁾􀀠nU(WOu.,.TOI'ERBUDGET U1,560J iD ,g;'pr!.l)"Ol18:;X: )\'b..l1qutl,2l1dcilUtk 􀁾􀀠
:0 "ADDI5OI' cmcu: l'BAliE I 􀀧􀁾􀀱􀀭􀀱􀀱􀁬􀀲􀀲􀀭􀀢􀀧􀀩 ., .. lIOSQIlE rARK l'RELThiD"ARY Ol'Ir.'ON 01' l'Il.OBABLE COs:rS"" :i5 ITEM"'-"" IND. DESCRll'TION" SCEITDI.;U: I· sroeWAlX'"
PEIUArLTER W II.1..l..I!.!PRO''D.1ENTS 101 􀁾􀁉􀁏􀁂􀁬􀁌􀁉􀁚􀁁􀁮􀁯􀁾􀀠102 PERlMET.E11. s1'O:);1: WAI..!.. lv' 􀀵􀁔􀁏􀀺􀁓􀁅􀁾􀁙􀁃􀁏􀁌􀀱􀀮􀀧􀁍􀁎􀁓􀀠]04 􀀱􀀱􀀮􀁅􀁾􀀱􀀮􀀠& DISPOSE 01 EXIST.
TREES 105 4" DI!COMPOSEDGRAXITI! WALKONCOl>Q', SVOORADl!t ;j 106 Sl1lEL:EOOISG £: 107 '"3000 PSI =r.SnINEDCOXC.SIDEWA.Ui:ON2" SAND AND sua 10& .' 3000 PSlJU<INF.COl'C. SlDEWA.t:K D:wl'SLABO)';
2"8,,1'1]) ...,1) SU'll. ~ ~ 109 3COO FBI UIXY, CONC. fDA 􀀺􀁆􀁏􀁴􀁬􀀧􀁾􀀧􀁁􀁄􀀺􀀠 110 CASTSroNE "BOSQUIl'AJ<X:':"A.\!E pUQ!.re!el, 11 I P.ET WASTE DlSPOSAL UNIT III FlAOsro".. COLOR
"A", "B' OR 'C" 113 llAl1.:r:HWOIlX AND J'r.\1SE GRADL"C; 1= il 114 SlONE iNTER.\!EDIAI1;cOLmc-;S 115 STONL 􀁃􀁏􀁗􀁾􀀡􀁬􀁩MO])lFIllD FOR BEGA roLE ...... -SCIJEOCLE I S'k"BTOIAL: ""
--_ ..__.... _.-. __....-._S; r!..., oN 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠\f) UNll LS L1' fA l!It SF LI SF Sf C),' EA U Sf L8 EA EA 􀀢􀀱􀁾􀀱􀀡􀀾􀀷􀀠PAGEl ES'TlMAT.W Qt"A."\"7!TI' I 430 ]" n 2&87
1030 4110 1066 10 10 1 1V66 I I. , L"'!Im' IOTAl. PRICE A:l<lQUn 59,600.00 SII,60n.OO £51,00 $:14.960.00 $l.O.sO.(){1 S]O.50QOO $] 00.(1(. S3.SlGD.OO 52,?! 55,739.25 $1.:;45,0(}81.50
􀁓􀀳􀀮􀀷􀁾􀀠Sl".412.:511 SUO S3,19B.OO D!O,oo S3,5l)l>.OD 5175.00 $1,750.00 SlCMO 850D.00 $15.00 $1 􀁾􀁴􀀹􀀹􀀰􀁊􀀩􀀨􀁩􀀠Sl.OOO.oo SMDMO S6$O.OI) $9,10C.00 $1,500.00 $1,000.00 f$m,694.7S
I 
<0 " '" .. C) (1; fD 􀁾􀀠l' 􀁾􀀠v; 􀁾􀀠g, !:: 􀁾􀀠-􀁾􀀠􀁾􀀠'" l"e:>, r􀁾􀀠, <'-l "" !3 I"􀁾􀀠 i;;; IE U'l 􀁁􀁄􀁄􀁉􀁓􀁏􀁾C1RCU PHASE I (OI-ISll·ll) BOSQIlEPARK FRELlAIDIAIlY OPINION OF
PROBABLE COSTS rrm-c NO. DBSCI!Il'TIOI' SCllEDut.E Il-LAl'.'!lSCAl'E !Ml'Ro\'DIIDITS "01 DITE'ITlON Gl.'o$S.I\ CrO;C. FOO'l1XO ox EXISr, WLU, 202 YRlMARY 11U.E l'Ron;cnoN 20' SECONDARY
nu:;)lnon;cnoN 204 FOUNT..". I.QUJI'MIiNT lOS l.itlUGAUO'Y SYSTI,M 206 BEXCli "-Sl1VJGH:rBACK. '!WO SE.-tTER,lIl.VlNO k JONES 207 TA5l.EA. GALV. Dl'\lNG TAJlLE 􀁾􀁑􀀴􀁓􀀸􀀳􀀱􀀵􀀬􀀠SMIm"
FlAWKENS 208 CHAIR A, 01\1.", DNNQ TAllU:oQ416416, SMITH & Hi\.WnN& 209 U1.TRl-:\1 «vueI5) I.XI'ANIlIIDMET.u'POLE. BLACK 210 WA..... MYRTLE, ISOAL" y.& lIT.,4'.6"Sl'RE.-ID.:IroLTI.TRUNJ>.
flU 211 􀁙􀁁􀁉􀀺􀁐􀁏􀁾􀀠BOLLY, B& B. 1',j' lIT.. 4'·5' SI'RLAD, :!>llJl:n,:r:Rt,,1\'X,. FLU 212 OKLAHOMA UDBUD. 1$ GAL., T·'·RT.. '·," SPIl. M1.'LIr,TRUNK. fLU. 21' DWI, WA..... 􀁾􀁭􀁲􀁵􀀮􀀲􀀰􀁁􀁌􀀮�
�􀀱􀀴􀂷􀂷􀁉... s:r" Il'·14"S'J'lU-m,FlJ.LL 214 OWl'. PALMl.TIO.2 OAl... 24-0"DlALLrrr.,3 FAN 􀁾􀀮􀀬􀁦􀁌􀀧􀁬􀁌􀀠215 DIW. PALMLTIO, 70AL,. 36" O)'l'.ItAllHr" 4 F"'-XMlS .. t1Jll. 216 £V!RGJU:E:>;
StlMAC,l GAL, 16"·18' Hr" \4"·16" SPIl,l't1Ll., 􀁾􀁬􀁁􀀱􀀧􀁃􀁭􀁄􀀠211 NLllDLE P􀀮􀁾􀀬􀁍􀀬􀀠1 0.-11., 8&B.16" fiT., FLU. CROWN 218 Y,'Ul"ON HOLLY. I GAl., 10-· 12" lfr., S'·IO" SPRIAD.Fllll
219 ADMiSmml.E.l GAL. 30' 􀁏􀀧􀁜􀁾􀁈􀁔.• n.u 2Z0 􀁬􀀮􀀡􀁯􀁴􀀢􀀢􀀬􀀮􀁾􀀠UL'REi" 2 G,'\1., 16"·IS"lIT.. 14"·1." 'PR. n:LL. 􀁾􀁌􀁕􀁃􀁲􀁯􀀺􀁏􀀠221 Y(.'CCAJ'ALUIlA. I OAI.., 30" O\'ERAlllIT.•
Ft,'lL m SOIT T.l' )1JCCA, 1 GAL. 30" OVeRALL lIT.. fl'LL 223 NEW MEXICO AGAv'E. 5 C'i\.L, 30" OVUL.:LLHT .. FUI.L Ul'IT U; LF EA LS LS ];A M EA. EA. EA EA M EA EA I!A EA EA Ell. EA
EA LA EA EA%110,197 [>,\G:£3 Esnt-IA.1EO Qt:A.'\CErr I 1220 61 I I 10 9 Ig 7 ; 9 9 608 217 9 􀁾􀀳􀀠15 􀀲􀁾􀀱􀀠6 10. 6 , 6 UNIT mCR $>,500,00 SJ,OO $050.00 &28,000.00 S2I,7oo.00 $1,200.00
$2'1';.00 S 150,00 S 200.1ll! $7{1.0Q. $'/0,00 $'1M!> $8.00 $12.00 􀁓􀁾􀁾􀁪􀀨􀀱􀀮􀁦􀁬􀁏􀀠􀁓􀀺􀁬􀁾􀀮􀁃􀁬􀁄􀀠sse.ol) S8.00 $10,00 $U.OO 8)0,00 SIIl.OO $35.00 􀁁􀁍􀀺􀁯􀁴􀀮􀁾􀀧􀁲􀀠llID 􀁾􀀮􀀵􀁄􀁏􀀢􀁏􀁏􀀠
&3,660.00 53,050.00 528,000.00 i21.700.(JO $12,000.00 54475.00 Sl,iDO.OO $I,<OMO S3l'O.oo $630,00 :1630,00 54,S64.•• $'3.084.00' 􀁓􀀴􀁾􀁏􀀬􀁏􀁏􀀠􀁭􀁾􀀮􀁏􀁏􀀠S1S\).OO 􀀤􀀱􀀬􀀳􀀺􀀡􀀧􀀮􀁾􀁏􀀠S60.oJO
SI.!<60.IJO $"",00 $50,00 S105.00 
a:> I.t:>.. '"" 􀁾􀀠􀁾􀀠r 􀁾􀀠􀁾􀀠 N, 1= -􀁾-"" !;;,.... , -􀁾􀀠􀁾􀀠 􀁾􀀠 􀁾􀀠!?; ADD1SOi< crJ!.CLJ!. PIIASE I (Ill.I822·I.3) IIOSQI!E PAlIK 􀁐􀁒􀁮􀁾􀁙OPOOONOF PROB.ULE cosrs %110197
PAGE 4 -----ITEM ESl'IH"1l!D l'NlT 􀁁􀀮􀁾􀁯􀁉􀁄􀀮􀀢􀀠r;o, DESC)UPllOX ONIT Qt:ANTlTY PRICE BID 22' PRlCXL'fI'LUl GAL•• IT:..t 2)'$ RED \"CeCA. 1 GAL.. 􀁬􀀦􀀧􀁾􀁏􀁖􀁅􀁒􀀮􀁁􀁕􀀮􀁬􀀱􀀧􀁔􀀬􀀮􀀠nu
2,. lRtSTIPE-A" (l'lLt:Lt,A\'J.:-IDI!R), 'II RmZOME 227 IRIS TIPL "13" (WllflL. YELLOW), >1 RBIZOMJ: l2> SILvER DltAOO-, LIRIOPE. 2" POn, ruu, 22, 􀁃􀁬􀁬􀁬􀁘􀁌􀀧􀁾􀀠I GAL. FUlL 􀁾􀁬􀁏􀀠VJNCA,
2" rors, FLU :131 HAJll)'{ RID AMAltYl.lJS, ' Oi\l", TlJU, 􀀩􀀬􀀳􀁾􀀠orffiOI'OOOX, 2"I'OTS, FI!LL 233 'I\!RlCS' CAP, 6"I'OT. f\'LL 234 SALVIA. 6' POT, JL1L 233 ZEXMENlA,." POT,l'U1.L
236 lll:rrEllFLY \\iEED, 6"l'OT, FUU. 231 Down:s 􀁾􀀧􀀱􀁁􀁌􀁪􀁖􀁅􀀠WAl.ULO"1.'U. 6" 1'07, Tll.L 233 ML'((CAN PLnlNlA, ."POT, PIJU 219 CORIOPSl5. 6"POT 240 SPIDER ULl', 􀁾􀁉􀀠BlUi 241
"LOWL-Bosm'\IVY. I GAl" 8TAK£D@WHT, 24% 􀁃􀁁􀁒􀀮􀁏􀁬􀁬􀀮􀁾)fSSA.'\!C\l:, " G.li., srAKEO@31l" lIT. 243 LaMARQt'l: Roo.,l GAL, STAKED@42"lILFt'LL 244 PlUl.!!. RULES Slo.>; EA EA EA u.
tA l'A l'A EA E,'I, EA LA 'fA l!A M LA LA LA IA EA EA EA 110 ;; 168 l&l 1!19 .;,; 306<' 92 1%0 118 49 9 8 5 9 4 108 6 4 • I SlMo. SIO,Oo. 5l,00 S2.00 $1,0;) $',00 SLOO \is,CO SI,OO $2.00
$:"DD $2.00 sa,oo 51,00. Sl,OO Sl.OO $1,00 SUO $8,00 S2$.OO SlSo.oo ,:':'C:'$l,lo.D,OO Sl3!1.00 􀀤􀁬􀀳􀀶􀀬􀁾􀁏􀀠$l.MO Sl.:515.0D Sl6ll,0!) 􀁓􀀳􀀬􀁏􀁾􀁏􀀮􀁏􀁏􀀠S7:lfiOO , 􀁓􀁉􀀬􀁾􀁾􀁕􀀧􀁏􀀠$236,00
S98.oo SllU>O 􀁓􀁉􀁾􀁏􀁏􀀠Sl0.0o. SI8.00 $toa 􀁾􀁬􀁇􀀮􀁏􀁏􀀠$48,00 Sll,QO 5]00,00 S3:-0,OQ SCIlI.DULI!JI5UBTOTAL I 5103,136.00 
-------:0 , ADDOO:" CIRI::L1\l'IL\b'£ I (OI-l8U-13l ..:0 BOSQl1Er.u:r.: ,., I'I!ELThll:'lABY OI'l:';lO:s' OFl'ROllULE COSTS r8 -ITi).1......., IND. n<'SClUYnOK'"' SCHD)1.JU: m -STOltM
WAI!.R L\fi'RO\'tMI.NTS 31)1 12" X IZ" CATCH BASt'< lUSEJU, 12" BlACK ooML GRATE 302 4" N l' !\DS PIl'E 30$ lSYX lS-llANDEOLEW:'l8" X 􀀱􀀸􀁾􀁲􀁵􀁳􀁅􀁒􀀸􀁁􀀮􀀢􀀢􀁄􀁬􀀱􀁄􀀠304 8" NI2 ADS
PIl'E 303 12'"XllADSPlPEf 306 ClEA.:."Qt;"1 WI' C,\,ST 􀁉􀀺􀁒􀁃􀁬􀁾􀀠lID 􀁾􀀠307 CONST. ewe.eollJU< AND CQ;\,,'WT TO EX. 21"l\CP SCJU.Dl1I..1! m SUBTOTAl.: 􀁾􀀠, 1= <N-....'" IrE" KO.
OI-lCRIPTlON SCHLDl'lLN· W"BLtW.....1ER IMI'RO....U1ENTS 401 6" SDR 35 lYC WASTIW.UER LlNE lNCLllOlKG 􀁅􀀬􀁉􀁂􀁅􀁄􀁾􀁔􀀠4<>2 CLMNOllTWl eASTlRON UD SCHEDULE;:V S'l;:S1Or.-\L·-------_..._._--_...-----
t1N1T ll' liA ESlThL'\1EO "VANTIlY 170 4 L-= A!.!OlINT---PR:CE BID -------$15 CO Sl,SSO.O<J $2'0.00 SI.000.00 I $3,.5'0_00 S;, ......... IfTEM , INo. OESCRll'TION <N ISCHI!Ol;U v ' WAT£R
􀁾􀁪PRO\'D<!D.'TS gs ..... '" 􀁾􀀠 􀁾􀀠501 3!4"COI'PER WATIlRLINl! 102 2' COPPl!R WA'l1!R LINl! W/llL'l.LI!FADSER\1CE 􀁾􀀰􀀳􀀠3!4" FEBCO DCA>go,y OBI. CIllioCK v ALV<.I).J'.A. "CON:C.
BoX l')' !.S-f.EllCO 􀁄􀁃􀁁􀁩􀀱􀁓􀀰􀁾􀁙􀁄􀁭􀀮􀀮􀀠C$aK VJ\LVEB.PA Ii: CONe. BOX !lOS 􀀽􀁾I< REt. EX. Mlll'ER Cil.N '06 lIASS &: 􀁈􀀮􀀭􀁜􀁾􀀧􀁝􀁬􀀬􀁈􀁓􀀵􀀠SERlIS 2B"DlA. GAL\'. caRR. CAN
507 l'4'METER ,08 LS'ME1'IR ,09 314" ?YC WA'l'ER LINll S1 U COSCRE'l't El'CASE WA7F.R LINl! scm:n1.'LE v SL13TOTA!.: m.'IT EA l.P EA U u EA M L,,'IT U Lf i.A EA EA EA LA EA LF Lf l/lOlW
J>A.GE5 ESTlMATIJ) QG.,",TIn21 4lj 4 374 1i!1J !l 1 ts'IDfATli:!l Qt'AN'ITlY & 2& 2 I 1 1 I ! 65 10 .U>lot,-:\i'tll:rr mCI. BID 51,1$5.00555.00 $2.490.00S6.1H1 $6(1.00 $240.00 SIO.OO
53,74000 51,.00 5l,380.00 􀀤􀀧􀀳􀀮􀀬􀀻􀀡􀁾􀀨􀁩􀀮􀁾􀁏5250.00 .250.00$l'o.OO I SI4.005.00 I J UNIT AMot'!<T mCE BID $4.50 SlO.OO $10.00 5280.00 S4S0.OC $900.00 $6S(I.OO$650.00 S2So.0D$2'0.00
$3(10.00SlOO.OO $400.00 $400.00 $500.00 SlOO.Oil $l.40 5221.00 $)0.00 $1,o.00 I 53.637.00 10 
" 􀁾􀀠? 8 􀁾􀀠􀁾􀀠t c.iz: :A 􀁾􀀠 􀁾􀀠, t: 􀁾􀀠0:>.... "'".... .... ,'" ........, <'l 􀁾􀀠c:> .... 􀁾􀀠 iC 􀁾􀀠,UlDISON CIRCIL PHASE I (QI·IIlZ,!3j lIOSQt:l!.1' AIlE I'll.El.JMiNARY
OI'INlON OF PRO!llJlL,. COSIS mum rAGE. ITF:\! !, ES1JMATED UNIT IUlQUl.' .xo, DESCRIPTION 1.:-'1T QUANlTIY PlUCE lIID SDlItDUlL \" ,'EucnuCAl, IMPROVIMEYrs (STREETSCAl'E) 601 MLTIl&
socnTBASE E<\ > S 􀀴􀁾􀀮􀁏􀁏􀀠$133,00 60Z 100 A Fl.lSED SW'lTC8 EA 3 S 􀀴􀁾􀁯􀀮􀁯􀁏􀀠SI..)lo,OO 603 SER'I'JC[OROL'ND EA 3 5 0'4,00 S25l.DO 604 J AA-:£.LBOARD wrm BlU:AJa:RS I :lOi14'
MeB EA 3 51,OlO,00 $3,060,1)() 60l UClHl1l'IClCOl.TA(.'!OR PANEL '". LA I SI.090,00 $1.0'0,00 606 100 .A.MAr-I CONTAC'l'OR 'l:A , $70S.00 Sl.410,00 607 7 DAY mm CLOCK AND COYli.ECnOI'8
EA 4 􀀤􀁊􀁾􀁏􀀮􀁏􀁏􀀠S56O.OO 60! JHOIO CELL AND 􀁃􀁏􀁾􀀺􀀭􀀧􀀱􀀺􀁃􀀧􀁬􀁉􀀨􀀩􀁎􀁓􀀠EA 4 517.00 $68.00 609 2" ORC ELBOWS EA I' m.OD $1,008.00 610 2"EMTWffill1TTINOS,ETC. 1..1' so SS.OO
$2'0.00 611 2" PVC IVITll F1TJ'1NGS,:r;rc, 1.F 600 53,go $2,20(;.00 Gil l"I'VCWm!Yn·IlNOS,ETC. :.r flO!1 $2.00 S2,400,OO 613 l"ORCVilTIlJ1T'l'lNGS,LTC. Lf 􀀵􀀶􀁾􀀠$2.90 􀁓􀁉􀀬􀀶􀁾􀀬􀀰􀀰􀀠614
3f4" urr\\'IJ'H FTl'IINOS cro PIC) U 30($1.$0 $4$0,00 􀁾􀁈􀀠CAST BOX, RlCEl'TACLI, COVER., EIC, M 112 $$3.00 SIi,160,OO 616 HIGIICOMl'lU!SSION TAl'S EA 􀁾􀀠>>4.00 S3.264.00 617 WATLR
PROOf ruSE llOI.Dl:RS EA 32 S4,.!lll $1,344.00 61. COl'DUCroRellAWO U 12::00 SO.16 􀀤􀁬􀀬􀁾􀀤􀀲􀀮􀀰􀀰􀀠619 COI'lDttCIOR';1O AWO Ll' 400 S(},21 S84.00 620 CONDUCTOR ii' AWO Ll' H,)500
$0.35 53,675.00 621 􀁃􀁏􀁾􀁄􀁬􀀺􀁃􀀱􀀧􀁏􀁉􀀼􀀣􀀶􀁁􀁗􀁏􀀠U 4200 $0.41 SI,722.oo 622 C01'DUCTOR.\4 AWG l..F 6600 SM!' WS4,()() 623 COl'IDUCroR.<'2 AWG Ll' 1000 50,92 SJlZO,OD 624 CONl>ucro:R
#4.-» Ll' 180 $1,7. $306.0D scm:oUU;., 􀁓􀁕􀁬􀁬􀀧􀁲􀀼􀁊􀁬􀀧􀁾􀀠I $39.911>,0(1 I 
'" "'".. <'> 􀁾-<'> a> t 􀁾􀀠􀁾􀀠 t= § <?-"'" -f,'; -I t-I oN 􀁾􀀠Q t􀁾􀀠􀁾􀀠&:i 􀁾􀀠 .IDDl'IDN ClllCLK I'.lUSEI (OI·I8U-13) IIOSQTI.l'ARK PRI!I..IMiN.UlY Ol'Thl0:< OF FRORAlILE cosrs
211M? 􀁉􀀧􀁾􀁇􀁅􀀷􀀠fI"Il).1 l!SJThl"l1lD L"NIT A.'JOUNT XO. DESCIUl'TION UNIT QUANTITY PRICE BID SCliWtU'o'n • ELEcnuCAL NPltOVEMI!1';TS (PARK) 701 MEn:.R SOCKET BAil!: EA 1 5 4S.00
545.00 7(l2 8ERV]CE l:ROL":'\D LA 3 S 84.00 S252.00 703 􀁾􀀬􀁜􀁎􀁅􀁬􀁂􀁏􀁁􀁒􀁄􀀢􀀧􀀱􀁭􀁉􀁬􀁬􀀼􀁅􀁁􀁋􀁅􀁒􀁓􀀠􀀱􀀲􀀰􀀧􀀱􀀴􀀡􀀾􀁾􀁵􀀮􀁯􀀠􀁾􀁁􀀠1 􀁓􀁧􀁾􀁾􀀮􀁏􀁏􀀺􀀠St5!'.OO 704 UOl!11:'G
COIITAC'roR PA!,a (CA.'10NL'I) EA 1 S740.CI) $141)00 70!'i'])AY lIME. CJ.OCK ,0\.,1\1) CONl'o"EC1IONs: fA 2 S14MO $280.00 106 PBOIO CEtLM"D 􀁃􀁏􀁾􀁾􀀧􀁝􀀻􀁃􀀱􀀱􀀰􀀺􀀼􀁓􀀠LA 2 $17.00
$34.DO 70? 2" Gac ELBOWS M 4 5.n,OI) 52'''00 70. 2"E:.\!T"'ITllJm1NGS.£TC. l.F 20 $5.00 SIOO.(l() 7051 􀁬􀀢􀁐􀁖􀁃􀁜􀁜􀀱􀁔􀁂􀁆􀁉􀁔􀁔􀁉􀁎􀁇􀁩􀁾􀁉􀀺􀁲􀁣􀀮􀀠Lf 500 SUD $1.900,00 11() 1"
PVC \\>11lfmIINOS, ETC.. U 600 Sl.Du $1,:100,00 m I"GRC\\·11R:rrrmIGS,BTC. LF 160 £;2.90 5464.00 712 􀀳􀀯􀁾􀀧􀀧,PYC WITH.FI'I1JNOS l.P 800 $1,60 $1,280.00 713 CAs'r13 ox, RECEPTACl.:E.
CO"1lR. ETC. 􀁅􀁾􀀠• $5;.1)(1 $440.00 114 CONDn;roR,(2 AWe; u 61)() 5(,.16 596.00 􀀷􀀱􀁾􀀠􀁃􀁏􀁾􀀱􀀩􀁬􀀺􀁃􀁔􀁏􀁒􀀻􀁩􀁉􀁏􀁁􀁗􀁇􀀠LF 190!l St.21 $"588.00 7Hi 􀁃􀁏􀀺􀀭􀀢􀀢􀁄􀁕􀁃􀁔􀁏􀁒􀁾􀁁􀁗􀁏􀀠LF
9000 $0.35 $2,800.·" 717 CONDt'CIOR .·liO U 18\1 Sl.70 . "'06.90 718 flhTIJRE n"PE "A"" INCL\.J'DING !lASE. ACCESSQRi.ES. ETC. EA 6 525<>,00 Sl,5(}D.OO 719 IlXTI:B.E TIl'E ll"!I<CLt,"DlNO
BASE. AccESsoms, LTC, LA 3 szso.oo :mo.oo 720 FTh"lUR:t TlPL 􀂷􀁃􀀢􀁉􀁎􀁃􀁬􀀮􀁕􀁄􀁾􀁇R4S!:. ACCl!SSOlUl!S, BTC. H 􀁾􀁯􀀠5500.0D SIO.ooMD 721 FlXTt'RB TII'E "n'􀁾􀀧􀁃􀁕􀀻􀁄􀁬􀁎􀁇BAS3.
ACCIssoms. LTC. EA 4 SI.&DO.1lO $7,200.00 722 !lEOA ST'i.'ll19'·a' roLE l'OR HANGING UGllTIIll' WlTJ MJ;WS EA 2 􀁾􀀬􀀮􀁏􀁏􀀮􀁏􀁏􀀠􀀵􀀴􀀬􀁾􀁉􀁬􀀡􀁊􀀮􀁏􀁏􀀠713 􀁊􀁯􀁷􀀮􀀢􀁴􀁾PUMP COl<NECTION
LA I S:l50.00 52;0.00 724 􀁂􀁁􀁬􀁉􀁄􀁂􀁏􀁌􀁅􀀮􀁾􀁾􀁃􀁔􀁬􀁏􀁎􀀠BOX!!l> W:X 14" X IT EA 6 $115,00 S690.00 SCI!EDIJl.E VI! SUBTOT,u., I 536,058.00 
:;t.NI tll: Xl:.KVX IU;J;J Hurrr-ZOllARS OtrIJas • FI1If WDITh • HQIl$UJII • El PIUfJ • Pltotmb: • T_ • (hl/llriD • Sa" Clem."lt! FACSIMILE TRANSMmAL 􀁄􀁡􀁴􀁥􀀺􀁟􀁚􀀮􀀺􀀻􀀮􀁾􀀻􀀮􀀮􀁉􀀭􀀽􀀭􀀿􀁟􀁉􀀮􀁺�
�􀀮􀀧􀀮􀀡􀀮􀀮􀀷__ Fax No.:_____ H-Z Proj. No. 0116"1:1.1'· No. ofPa&es:.--:B:::--__ (laci1llilDi Cov« Sheet) TO: S-I."'I ,,.,"""'. CJ11-+SO-ZS$4:AM" Mu.NLnp",,, 'h'-450-.'7 1'1Ik!c.
􀀤􀀧􀁉􀁾􀀠-en'-'2'5-2,,1. ".",...., 􀁾􀀭􀀮􀀮􀀠CI URGENT [J For YO\U'Review 0 Please Call Upon Receipt [J Orig. To Follow By Mall SENT BY; TIME: DATE: rr,... M4 ar,.--_,"" f_-....s. p-.
:........ MIL J.... _ " III< ... "7'."7... ol -::-IW<-:"-:.:-'-,,,--=1ZI':":4)-='1==-1_ 1111. l7trij'" 3131 McKiIlMJ' Avtllll4 • Suitt (j(J(} • DIIlJIIS, TI!.ta.S 71204. mol) 37J.JJIl
• FAX (:!14) 87U}757 
, ADDUIOlI C1RCUI PIIA!lE I 􀁾􀂷􀁉􀁉􀁬􀀲􀁚􀀭􀀱􀀳􀀩􀀠 BOSQUEPA11lI: flWLlUNARY OI'lNlON OF I'ROIlAllLE COSTS ,• 􀁾􀀠) , SI:.MMAJ!Y SCHI.;lI:LE 1St:I3'TOIAL: SCmOCI.E 1I SUBrar,lli SClllDUll:
mSI)BT01AL. SCIlEDULt l1! SOllIOTAL; SCHEDVI.£ V Sl.>1lIar.U: SCHEDL12 VI SUBTOTAL:..i 􀁾􀀠SCBEOt:LE'I,'l! SUBTOTAL; BASE BII) fBoncr TIlT AL, 􀁾􀀠ADDlDO:'IAl. BOSQU! PARI< Bl:lIGEI
ITIMS 2.l, Th'l: VAt:LT(24' X 12') CONS'l:RUClJo." BII>(lIATTSO!<CONTJUCTl)IO) n.IE VAUJ..T(2t' X32') DESIO!'i :\iETI<O ORIN1lJKG FOl'!.'TAlNS (2111.) (OIBSON lit AS!iOClAn.S}f! "3000
PSI RE!'-"T, CONe st'BBASE 􀁾􀁾􀀶Sf) (Omsm.-It 􀀮􀁾􀁓􀁓􀁏􀁃􀁬􀁁􀁮􀀺􀀮􀀩􀀠Ft:RNJS.H PAVEltD!UYEB."£D TO SITl! (3426 Si') (OlllSOl': .It 􀀮􀁾􀁓􀁏􀁃􀁲􀁁􀁮􀀺􀁳􀀡􀀠::> f1..J<NlSH BEDDll'(G
MATI!1lIAL ,'SO IN'TAll-PI.Vl!1IS (34:6 SI') (GIESOr< k ASSOClAT:ES)-llOSQ1"£PARK L.<NDSCAl'$ DESIO:>! PEE'" TREE UC,Hl1NG ELl!C11UCAL DESfGN BOSQUE PARK CIVIliSTRVCTllRAL:EUCTRlCALn!Sra<
ELEC11UC.'\L VAL1.TllIDDISG .-\l>1)MlSCF:Ll.A:!(EOUS PAU: TASKS -!T.i 􀁃􀁯􀀮􀀧􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁾􀀠ADMIl\1S'lllATIONLA..'lDSCAPE (NIB).:......, CONStRUCTION' ADMDIIS'lllAnON CIVn. (IlZl) IN CONS1llL"eTION 􀁁􀁄􀁍􀀡􀁎􀁉􀁓􀁔􀁒􀁁􀁮􀁾STRUCTIJI..\l. (IIZlJ COl\"SJRUCnON !.I)MWS'lllA'TlON Fl.ECTRlC.<\L (llZI)
IlZ.I MISC. STMlNG AliOWA-'1CE (WAll. WAllS,l'EATt:;US) TOTAl. BOSQl'El'AlIK COSTS 􀁾􀀠llOSQ1JIl PARK OllIGllI".U Bl'DGET 12 1!1DtS11 PAGEl 511'1,694." S10U3UlO 114,0115.0;:; S'l,lSG.OO
$1.617.00 􀁓􀁮􀀬􀀹􀀱􀁬􀁬􀀮􀁏􀁾􀀠$16,051.00 SJI5,'l'Il.7S S109,74MO ,58,SOO,00 SII,800.00 D_'H,40 s.l,318.82 􀁓􀀧􀀮􀀺􀀨􀁊􀀧􀁾􀀬􀀧􀀻􀀲􀀠$29.00000 S9,500,OO 59,500.00 $7,500.00 116.000.00
., 52.000.00 $1,000.1)0 􀁓􀁉􀀬􀁾􀁄􀀮􀁉􀀩􀁏􀀠$5,000,:10 5:l11,S61.74 S!lJ7,SM1·..,1 15O!lJl1lIl.00 >< 􀁪􀁁􀁍􀁑􀀮􀀧􀂷􀀢􀁔􀀢􀁖􀁅􀀸􀁂􀁾􀀧􀁄􀁇􀀡􀁔􀀠SM,509 I 􀁾􀀠􀀬􀁲􀀮􀀺􀀬􀁜􀁰􀁲􀁴􀀺􀀡􀀩􀁜􀀱􀀩􀀱􀀱􀀸􀀺􀁾􀀺�
�􀀧􀀬􀀬􀁜􀀡􀁑􀁉􀁰􀀧􀂷􀁾􀁌􀁘􀁬􀁉!i5. '" 13 
ADPISON cmCLElUASl!] (U-JI2z.l3) BOSQUE I'AllX vlom l'RElJIIII:I'AllY OPINION OJIl'IlOIlABLECOSTS 􀁐􀁁􀁇􀁉􀁉􀀮􀁾􀀠I 􀁾􀀠, 􀁾􀀠... ... ... '" " 􀁾􀀠,-..., N r'" 􀁾􀀠"'" 􀁾􀀠 􀁾􀀠􀁾􀀠
Itthl fl'IO. DESCRll'JION UNIT U'I'lMATLI) Qc·A.,--;m· L;.-rr PRlCF. TOTAL Al<IOUl'(T SCFIF.Dt.1.l! (. SIDIlWALK&'P.tRIME'l1J! 􀁗􀁁􀁌􀁌􀁏􀁏􀀧􀁒􀁏􀁾􀀠10 I "'10BlllZAllOl" LS I $9,6O{),00
$9,600.00 102 􀁬􀀧􀂣􀀱􀁬􀁉􀁍􀀺􀁅􀁔􀀮􀁅􀁉􀁉􀀮􀁂􀁔􀁏􀁾􀁌􀀠WAll. l.F 480 S'2.Q1l SZ4.96IJ.OO lVs 􀁓􀁔􀁏􀁾􀀡􀁉􀁎􀁬􀀧􀁒􀁙􀁃􀁏􀁕􀀡􀁍􀁎􀁓􀀠􀀱􀁏􀁾􀀠REM. <It DISPOSE OF EXIST. = !A 1M. \Q n $1,050.00
Sl00.00 $10500.00 􀁾􀀮􀀹􀀰􀁾􀁮􀁯􀀠105 4"DECOMPOSl!DGRA.\11EWALKONCOMP.Sl!llORADI! SF 2m 52.75 $',739.25 106 STJ!ELEOOISO l.f 􀀱􀀰􀁬􀁾􀀠$l.sn SI,l4.5.00 107 4',000 PSI amf. STAINI!ll
CO".:. SlDEW ALK ON 2" SAND 􀁾SUB. SF 􀀴􀀱􀀱􀁾􀀠􀁓􀀳􀀮􀀱􀁾􀀠SIMIl.SO IDS 4' 3000 PSI lUlJNF. COKC. SIDEWALK D:ROPSt.ABOJ' Z"Si\l'ID ..."D Stili. SF 1<166 SI,OO S3,19l0() IG9 3000 fSl
􀁒􀁅􀁾􀀷􀀮􀀠CONe. fO.!!. fotl?-"lAl'S! CY 10 $350.00 􀁓􀀳􀁾􀀮􀀵􀁄􀁏􀀮􀁏􀁏􀀠1'0 CAJITSTONE "BOSQUI PAl!X" 􀁾􀁁􀀮􀁜􀁉􀁉􀀡􀀠l'LAQI.1l! EA 10 5175.00 $1,7S0.01) III PErW,uTEDISPOSALUNIT
EA I S5{:O,OO $lOO.DO III 􀁆􀁌􀁁􀁏􀁓􀁾􀀮􀀬􀀠COLOr",', "11" OR "C" SF 1066 SI5,DO $1 S,99D.DO 113 BAll'lllWORX AND mUll 􀁇􀁒􀁁􀁬􀁬􀁾􀁃􀀻􀀠LS I Sl.OOO,OO S',OO£o.ClO 114 8!ON!! INn:!I.\llIDlAlE
􀁃􀁏􀁌􀁕􀁍􀁾􀁓􀀠EA 14 5650.00 $9,1(1(;.00 11' srom; COLUl>1]I; MODlI'IEll FOR mGA POLE EA ! $1,500.00 13.000.110 SCHEllt:l.E I SL'JIiOIAL: LSlU,694,7l 
5 , ,I • 􀁾􀀠􀁾􀀠 2S, f! -... -fii, r, -'" .., !;5 r><! 􀁾􀀠 i'%:i 􀁾􀀠 AJ)DISQ'< cmcu:PILts!! I (O'..l8U..lJ) JIOSQUE PAlIK 2/10197 J'lU!LIAIiliAllY OrooON OF fRO]JA.JIU!, COSTS PAGEl
ESm.tAlEDD'EM lNo DasCIUl"I'lON 􀁌􀁾􀁉􀁔􀀠QI:A:"TIJY SCHEDULE n.. LAl'.'DSCAPE IMP.ROV!MlNIS lOI Dl:u,,"'ITlON OL.-\ss" CO:-'1:. FOO'i1)CO OX EX1Sr. W£U. 202 PRIMARY lII.I.E l'ROIECnON
%03 .P.eo"1>ARY nu:;:£l'ROncnON 21)4 POITNTAlNl:QUJl>MINT 20S lRRIOAnoJoI SYSTI.M 206 Bl!);'ClI A. SlIl'\JOB!' BAClI:. w.'O SEAn!\, IRVINO k JONES 207 TABlJ! A, GALV. Dl)ll?,1} TAll12
􀀧􀁑􀁾􀀵􀁓􀀡􀁬􀁓􀀮􀀠SM1T!l & llA "'KENS 208 CH!URA, vALV, 􀁄􀁆􀁜􀁬􀁎􀁶􀀷􀁁􀀱􀀡􀁌􀁅􀀢􀁑􀀴􀀱􀀶􀁾􀀬􀁓􀁍􀀡􀁔􀁉􀁉􀀠&HA.W!Q;NS 209 ULTRn, 􀀧􀁾􀁌􀀧􀁌􀀺􀁗􀁉􀁓􀀩􀁬􀁘􀁉􀀧􀁁􀁎􀁄􀁉􀁉􀁄􀁍􀁬􀁬􀁔􀀮􀁕􀀮􀁐􀁏􀁌􀁅􀀮􀁂�
�􀁁􀁃􀁋􀀠210 \1\',\.'\: M'iltlLF.,ISOAl... S·.6KJ:.....6'SPKLID.:-.ruLlf.nUNK,.FUl.L 211 YI!.t:Po., IlOU)'. B& a 7'..I'IIT., 4'.. 5' SPPJ;AD,:MUlJl·nti]l,'X, FL"LL 212 OXLAIIOMA RIDBUI>.
IS Q.u.., 7'.."117.• )'·4' Sl'I!.. ML'Ln:fRUNK. R;U. 213 DW!, WA.'(;\J:)31U.,20AI..,l4"·IG"BT" 11"·!4"Sl'Rr;..n.ro:u. 214 DWl'. PALMrITO, 20AL" :W OV1J<.U.L lIT.. J PAN MIN., l'L"U.
215 DWF, l'AllI!1.TrO, 1 GAL" 3." OVIlW.l. Iff"4 F.....'MIX.,FUlJ. 216 E\"I!RGRr.IlS StIMAC. 2 GAl., j6",U" Iff., J4"·16" Sl'IL. R'L1. MATCmD 211 Nl'.!!DLE l'.mf, 7 GAL.,MS, 16' lIT.•
ni:U. CROWN 218 YAtl!'ON ROLLY.l 􀀼􀁬􀁁􀁬􀀮􀀬􀁉􀁏􀂷􀂷􀁉􀁾􀂷􀁈􀁔.. 1·.10" SPRIAD,Fllll 219 ADAMS NEFDLE,. 1 GAL. 30' OVE.RALl.. BT,t FLU 220 l<IOtii\'TAP' LAt'RI!l. 2 GAL, 16"·lB"lIT..
14"·16" Ii'll. :n:U.l.1ATCHID 221 nXCAl'A.l.1JDA. I OAL,. 3ll" 􀁏􀁜􀁾􀁉􀁲􀁲􀀮􀀬􀁆􀁜􀁬􀀺􀁌􀁌􀀠222 SOYI'D \1JCC;>' I GAl... 30" Ov'l!RALL Iff., Fl.'LL 223 NEW MEXICO AGAVE, S C'AL. 30"
OVUAl.LHT" FUlJ. l.8 LF EA LS LS EA :sA IA 􀁾􀁁􀀠EA EA !II. fA EA. l!A EA :sA EA EA EA LA III. EA I 1220 61 I I 10 9 IS 'I s 9 9 608 257 9 $3 IS 291 6 104 6 6 3 UN!T l'lUCE AMO'L"r BID
$ S 5.>.SOO,OO $),00 550.00 528,000.00. SlI."IOO.OO $1,200.00 $275.00 \50.00 lOOJ.O $70.00 lrnl.OO $70.00 S8.00 SI2.00 $5<-.DO 􀀤􀁬􀁾􀀬􀁏􀁏􀀠SSt.OD S8.00 $10.00 SIMO SIMO SIO.OO $3S.oo
, 53.500.00 s:l.66!l.00 􀁓􀀳􀀬􀁯􀀵􀀰􀀮􀁾􀁏􀀠521.000.00 $11,700,00 􀁓􀁉􀀲􀀬􀁾􀀰􀀰􀀮􀀰􀀰􀀠52,415.00 52,71)0,00 $2,400.00 S>O.OO $(;30,00 1630.00 -'4,864.00 $l,084.M 􀁓􀀴􀁾􀁇􀀮􀁏􀁏􀀠$795.00
575Q.00 '$2.328,;)0 560.00 SI.!'60,QO $6MO $!O,OO SIOHO 
," " .. " i5 􀁾􀀠" ;$ t 􀁾􀀠􀁾􀀠 􀁾􀀠 iii! ""-""-!;;,... , -"" 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠 ADDISOI< <JItCLE PHASE I (1ll,l8Z2,D) BOSQ1ffiPARK P.RF.LIMN4R\' OI'lNION OF PROBAJILIt cosrs 􀀱􀀱􀀱􀁾􀀧􀀠PAGE
4ITEM ESIDoL'I.!lm l'NlT .-\."!OUNT lSO. mSClUP110X tJNIT Ql:.-INTIlY PRICE BfD 􀀲􀀲􀁾􀀠l'RICKLY I'M1 ! GAL. FGl.t EA 110 􀀤􀁬􀁾􀀮􀁏􀁏􀀠Sl,lDlJ.DO 􀁮􀁾􀀠nD n::eCi\, 1 GAL., IIoOYERALl.
HT" nu. B 33 $10..00 􀁓􀁬􀀳􀁾􀀮􀀰􀀰􀀠220 IRIS TIrE-A" (BIXtIAVLSDI!R).1i1 RlIIZOME £.'1. 168 52.00 5336.00 22, 􀁉􀁒􀁉􀁾T'iP!. "B" ("II'7Im:-􀁮􀀻􀁵􀀮􀁯􀁷􀁾􀀠#1 RIl!2'.OMl: FA 􀀡􀁾􀀠$l.ao.
$366.00. 221 S[LVl!R DRA(l(N llRIOl'E, 2" POTS, n'll FA 1519 51.00 .1,515.00 n5 ClID>1:M,! GAl.. :FULL EA 46 $8.00 5361l.O0 llO \'lNCA. 2" POTS, FL"1.L EA '3060' $1.00 5"3,060.00 :m
HAl/.DY RED AMAltYLl.l8, ! GAl.. rolL EA 􀁾􀀲􀀠suo muo :1.32 ormOl'OGOx. 2" POTS, FULL iA 1960 St.Oll 􀁓􀁬􀀮􀁾􀁏􀀮􀁏􀁏􀀠233 :ruP.KS' CAF, 6' rOT. Fl'll EA 118 52.00 $236.00 234 SAJ.,v!A.
6' POT, ft1.L ];A 49 52.00 !>!1M' 235 ZEXMENlA. 6" POT,FULL M 9 $1.00 $18.00 236 In:n'ERF1..Y WEED, 6" 1'01'. FULL FA 8 $2.00 S1600 237 BO'vU'8 􀁾􀁉􀁁􀁬􀁪􀁖􀁉􀁬􀀠W A1.1.Yl.OWO. 6" P01.
n;u.. EA 5 5l.00 Slo.OO 238 MEXICAN PETlmL\ 6'" POT, FULL EA 9 $2.00. SI8.0D 􀀲􀁬􀁾􀀠COREOPlllS, 6" POT' tA 4 52.00 $8.00 240 SPIDER1JI..)', 􀁾􀁉􀀠BtU EA 108 $2.00 Sl6.00 241 "l()WL'
BOS"l'OX IV;'. 1 GAL. STAXLD 􀁾10" Hr. EA 6 SIOO $411.00 242 CAROlJNA JESSA.\!IXI, • GAL, STAlCED@30"1!T. EA 4 SMO $32.00 243 LaMARQL'l: ROSE, J GAL.• STAKED ®42" HT.. FlU. EA • 􀁓􀀲􀁾􀀮􀁏􀁏􀀠Sloo.OO
244 PARKRl.'LESS1Gl·; M I S".!51l.00 13.!O.OO SCHLDUU! n SUBroTAL I SI05.136.00 2 
􀁾􀀠AlIDISO:S-ClRCLIl.'BME' (Ol.1SU-13) BOSQ1.lE rAltli: "• l'BELIl>Il?IAIIY 􀁏􀁊􀀧􀁾􀀢􀁬􀁏􀁙OFPROIIABLE CO&ts" 5 􀁾􀀠􀁾􀀠􀁾􀀠t 􀁾􀀠􀁾􀀠􀁾􀀠,,... l3 '"-.,..... 21lUi9'1 PACES 'rrEl!
INO. DF.<ICIUPTIOK UNIT ESllMA:rtD QvAK1TfY 􀁌􀁾􀁲􀁲􀀢􀀠.. nICE. A),IOL". BID SCHEDUU: m· STORM WArm L'I4l'IlO\'EMr.NTS 301 J2t1 X12I1 CAICHBASlXlUSRR& nUBLACXOOMLGRAtt 302 4"'N 1:2
ADS PIPE 303 18;"X IS" EANDBOLEWi tj:HX la"ru.s8R8 A-'I(D UD 3(>1 !"NJ1.Al)Sl'In 30i 12·:S-12 ADS PIPE 306 C'UANOl.''!WICASTIlt(I';LID 3117 CON&T.C(J.'lC, COllAR AND CO/'.":\'ECTIDEX.
21 " RCP FA J.i' fA U Lf EA U 21 􀀴􀀱􀁾􀀠4 37. ISD 13 . I 􀀤􀀵􀁾􀀮􀀰􀀰􀀠$6.00 $W.OO 510.DO Slf.OO sasO.OO mO.oo 􀁓􀁉􀀮􀁉􀁾􀁍􀁏􀀠$2.490.00 5140,00 $3.140.00 S2,W).OO 􀁮􀀲􀁾􀀨􀀱􀀮􀀺􀀱􀀰􀀠525MO
SCI!l'.DlJI.2 mSUBTOTAL: ------􀀮􀁾􀁾􀁾􀁾􀁾􀀠I SI4,OOMO. .IT£l.! 􀁾􀁏􀀮􀀠DESCIIlPT!OO UNIT 􀁅􀁓􀁭􀁌􀁾􀀱􀁅􀁄􀀠QUANmy 􀀱􀀮􀀮􀁾􀀠PR:CE Mf01.Wf BID SC1IWIJLLN· WAB1!.W.'!.JERIMPROYEMElI'lli
401 6"SDIDS 7"C WASTLWA1EJtLINE mCliJPP.'OEMllED:'.!IrST 4Il2 CLEA!<OUT WI CAST11100 LlD LF EA 170 4 SISOO 5130.00 $l.SS0,00 􀁓􀁬􀁾􀁉􀀩􀁏􀁏􀀬􀁏􀁏􀀠SCK£D1JLIEV S1..1rn)I • .\L; I 􀁓􀀳􀀮􀁾􀁓􀁏􀀮􀁾􀁏􀀠!
;;,........, !!:: DESCRIPTION '" gs f= 􀁾􀀠􀁾􀀠􀁾􀀠SCIII!DL'll v • WATER IMPR01iEMIlNrS 501 3/." COPPER WATERLINE SOl 2" CIJI>nR WA'TE!! !..INl! V.7llL"llIll!AD 􀁓􀁉􀁬􀁒􀁾􀀱􀁃􀁅􀀠,o3
3i4" FEBCCDCA.80SY DB\.. CHECK VALVE B.7.A. &. cm;c. BOX S(J. 1.5"FElCODCA.aDSYDBI. CHECK YALVE B.P.A It CCNC.BQX S05 REM. &. REI.. EX. METER CAN S!l6 llUS 01< HAYES 􀁾􀁓􀁓8I.RIESlS·
DlA. GALV. CORR. CAN 507 3]4" METER 50S U· MEIIll SO!) 3l4'" PVC WATER lJNB SID Coo.'CRE'l'EENCABE WA11!R I.lNE SCliEDt'Ll' v SL'JITOTAt., L,,'IT Ll' Ll' LA IlA EA FA £A EA Lf Ll' :&SIDIAT£])
<;/l.'ANITT'Y 8 28 2 I I 1 1 I 65 10 UNIT mCE .<\M01.WI' 11m $4.S0 $)0.00 §.ISO.DO $650.00 $250.00 5300.00 5'lO0.00 􀀤􀁾􀁏􀀮􀁏􀁏􀀠113.40 $10.00 Sl6.00 5280.00 $1011.00 S<;SO.OO 􀁳􀀺􀁴􀁾􀁯􀀮􀁯􀁯􀀠$300
.00 S40o.oo S!OO.OO S221.00 $)'0.00 I 􀁓􀁬􀀮􀁾􀀷􀀮􀀰􀀰􀀠􀁾􀀠 
, ,• 􀁾􀀠.. "' '" t 􀁾􀀠􀁾􀀠 , @" 􀁾􀀠'" iT.;, I...., '" g 􀁾􀀠􀁾􀀠 iE 􀁾􀀠 ADDISON ClRC'I.& 1'11.1\ !IE 1(OI-lm.l3) BOSQ'['lI,PAIIX PRELIMINARY OlINION or !'ROIlABLE COlD'S = 􀁾􀁏􀀮􀀠DESClUPlION
SClIF.DULE \1 SUB1OTAI.: I $39,9IMO. SC'lU:DLq,E ",. IUCTRlCAL IMPROVIJ.!E!m! (STREL'I'SCAn) 601 MLTER SOCKtTllAlm 602 100 A FUSED S\\'1TCB 60' SL!l\'lCLGROl,.'ND 604 l>Al'.LLllOARJH\TIH
BR£:..Ua:·RS lWI4'MCB 605 UGHnNOCo.."'TACtOR PANEL 'A' 606 100 A.MAri CDNrAcrOR 607 7DAY TJMl: CLOCK AlW CO::-JN.ECTlO,,"S 6"' l>HOTO CIlLL Il.'m CO;'")."l;Cl1ONS 601 2" ORC ElJlOWS
610 2"El.lT WJTIll1TTJNOli, L'!C. 611 2" I'VC WITH FITI'lNGS, I:l'C, 612 I"PVC1N111IFITl'JNOS,ETC. 613 I"ORC '\Ir1TIll1'J"l'JN(ll;. LTC. 614 3'4" UrI' \\'UH FTl"llNGS (l'O PIC) 613 C!UT
BOX, 􀁒􀀺􀁅􀁃􀁅􀁬􀀧􀁔􀁁􀁃􀁾COVEl!. ETC, 616 HIGHCOMl'REBSlON TAPS 617 WAJU PROOf roSE HOLDEllS 618 􀁃􀁑􀁉􀀧􀁄􀁕􀁣􀁲􀁯􀁒􀁾􀁬􀁬􀁁􀁗􀁇􀀠619 CONDIJCIOR "10 Awe 620 􀁃􀁏􀁎􀁄􀁕􀁃􀁴􀁯􀁒􀁾􀀧􀀠11.'11'0
6" CIDIl>1:CTOR i'6 Awe 622 􀁃􀁏􀀺􀀧􀀻􀁄􀀱􀀮􀁩􀁣􀁲􀁯􀁒􀁾􀁁􀁗􀀨􀀩􀀠Gll CONDUCTOR#2AWO 6lo1 CONDUCTOR #4iO ! L")'JT EA F.A EA LA LA LA EA EA LA !.F U' ;..r l.F !.F EA EA til. !.F !.F LF
U Lf LF LF 2I10Jr. PA.GE6 ESTIMATED QIJAN1l'l'Y 3 S 3 S 3 5 3 I 2 • 4 14 50 600 􀀩􀁾􀁄􀀨􀁉􀀠S6/; 3(}0 112 % 􀁾􀁬􀀠lrlOO 40. 10SOO 42UO 6600 1000 180 UN!! i\.\lOIJlI.' PRICE lIlD ".00
􀁾􀁯􀀮􀁯􀁯􀀠suo 51,020,00 SI,OIO,OO $705.00 $1<0.00 517.00 s12.oo ss,oo 53.80 $2.00 $2.91) $1.50 􀁓􀁾􀀳􀀬􀁏􀁏􀀠534.00 S42,OO $0,16 SO,21 $0,)5 $0,41 SM9 SO.92 $1,7. $13'.00 51,3'0,00
i'>25l,OO $1,000.00 􀀤􀁉􀀬􀁏􀁾􀁏􀀮􀁏􀁏􀀠$1.410,00 $560,00 $68.00 $1,008,00 $l:ro.oo $2.280.00 5;1,0100,00 Sl.6aoo 􀁾􀁓􀀨􀀩􀀮􀁏􀁏􀀠",",160.00 53,:%64.00 81,344.00 􀀤􀀱􀀬􀁾􀁓􀀺􀁬􀀮􀁏􀁾􀀠Sl!4,O.
Sl,675.00 $1,722,00 S4,SS4.00 $920,00 5306,00 
) , , 􀁾􀀠• 􀁾􀀠􀁾􀀠􀁾􀀠 •" ;.)c: ..,... ..... •" -, -'" ...," Q .... !!l 􀁾􀀠􀁾􀀠􀁾􀀠 .-IDD1S0N cnu::LE PIlUE I (OI·IBll-1l) l!OSQn'.PARK PB1!UMINUY 􀁏􀁉􀀧􀁉􀁎􀁬􀁏􀁾􀀠OF lJlOBAllLE
co.sTS l1E.\l XO. DISClU!'l'!ON SCI!ED1JLE vn SUllIDIAL: I 536:00:58.[10 SCIlLDc'll! \']1. ELEC1llICAL B<lPROVEMHI'TS (PARII:') 701 M!'.TI.i. SOClO!T BASI. 102 sER'IlCI! (71101;);D 703
P!\If£LllOAllJ) 'WllB BI<EAl!:.E1tS 12011* I>UD 704 UGJfID;OCONTAC'I'OR PA.'lru. (CtI..'1 o.'ILY) 70S 7 DAY nw;C10Ci. AI'D OO:NJ':renoNS 706 POOIO CELL AKD C'O:-'l"LCTIOXS 707 2" GB.C
ELBOWS 70& 2" 􀁾􀁗􀁲􀁮􀁈􀁬􀁬􀀧􀁬􀀱􀁎􀁥􀁓􀀬ETC. 709 2' PVC 'W1T!l IIl'l1NOS,I'.'rc. 7)0 I" PVC\\,'mlnn::u.:os.E.'l'C. 711 I.. ORC ......-rmnTl'lNOS.LTC. 712 3i.... j'\·CWITHnTl'lNGS 713
C . sT Box. RECEPTACLI. COVEl!. ETC. 114 CONDt:CTOR ;112 !>.we 715 CO).'Ot:CTORiiIDAWG 716 CO)''lll'CTOR'' A WG 717 CONDUCTOR "'4.:0 il8 I'lX111RE n1'E ...... J1iCWDlNG lli\.SE ACCEOSOll.!ES.
tTl'. 719 I.!XTl.:RE n1'E '1r' lNCLL'lllNG BASE. AOCESSOR!£S, I>TC. 720 F1Xn;lU: Tin. 'c" lNCLlJDr<GBASt. ACCESSO).W.s. ETC. 721 F1XTUI(f. TYI'E "I)" r;CLt;DlN(Tl!AS:!, 􀁁􀁏􀁃􀁉􀁾􀁓􀁏􀁒􀁬􀁴􀁓􀀮􀁉􀀾􀁔
􀁃􀀮􀀠 m BEllA mu 19'-8" POLE lOR I!ANClIl\'O tJGlITIIlN wm M:BWS m 10lJ},'TAlX PUMP CONNECnON 724 􀁉􀁬􀁁􀁎􀁄􀁏􀁏􀁕􀁬􀁊􀁜􀀧􀁾􀁮􀁯􀁎􀁏􀁏􀁘􀁉􀀡􀁬􀁉􀁉􀀴􀀢􀁘􀁉􀀴􀀢􀁘􀀠IT UNIT EA tA IA f;A
£!>. tA LA ll' IJ' 1I IS ll' E." 1I l..F 1P U' EA LA fA £A a'J. EA EA 2110"'I7 I'.!.GJ:7 ESIlMAt'lID QUANTITY I S J $ I 1 l! i 􀁾􀀠.. 20 SOD 600 160 !roO t 600 28DO 1000 180 6 J 20 4
2 I 6 L"NIT A.\lOL'NT PRICE BID 545.no41.00 ,2520084.00 􀁓􀀸􀁾􀀵􀀮􀀰􀀰􀀠S"S.OO 5740.00 5141)00 $14<>.00 .lZ1ltl.OO 511.00 534.00 S7Z.00 5<8800 Sl.oO 510000 SUO 51.900.00 SZ.!KI SljOO.OO
􀀤􀁾􀀮􀀹􀀰􀀠$464.00 $1.60 S\,280.00 $55.00 $440.00 S().I6 S?E.no $C.21 551S.00 $0.35 $2,&00.00 51.10 . $306.110 $250.00 51.$00.00 5:>50.00 S'1S1J.OO 5500.00 $10,000.00 $1.800.DO S7.100.00
$:,00000 s4})oo.oo &150.00 SZ5().OO SIlS.OO $690.00 
iJt}lVV'2:v.tt ,1.1 GSENT BY:XEROX 7033 􀁾􀀢􀁬􀁬􀁉􀁩􀁔􀁔-l1. XLNZ<; OATS: IU';: FROM: TO: MEMORANlllJM Jilnuary 25, 1997 Addisun Cirele Phase I Public Infl'lllilrUcture Large Roundabout
Signs David MeytlIll, 1'.1:'..(/)11"-" Huitt-ZoIl..IO, Inc. Y Michael Tanner M[CA Hryanl Nail CoJlumbus Rt!alty Tmst Mad. P"IOOIJ Gibson & A.sueial"" Juhn Baumgaltncr Town 01' Addison
Fax II 817-847-6831 972-770-5129 'J72-S57-1552 972-450-2837 Mr. Tanner, As discussed with Mr. PcISOll on 1124197, lhero is an error in lhe drdwings fot the a-x T diagrammatic ruundabout
sign ADV-D!. The break in the circle on the sign shuuld occur uutlle left side and not the right liS iIIustllltcd QI1 the fullvwing skclch. The sign has been installed on the po.ts ",xl
will Tequill' 1\ field correclion. W'" request tblll you rep,,;r the sign in the tield with the best possible metbod for patching as SQQO as PQssiblc. We recognu.c that this is 11 design/dmtling
error and lIot a manufacturing error. We do not believe the repair work required is extensive and could be mnde in conjunction with another llip to 􀁴􀁨􀁾􀀠􀁾􀁩􀁴􀀮􀀮􀀠Any addili(Jnal
compensation requh'ed a.< a re'11lt of this work must be submitted in the funn of a 􀁥􀁨􀁾􀁮􀁧􀁣􀀠order and approved prior to commencement of the "'pa; .... Thank yuu fur your assistance
in tIli. matter and please call jf you have any 􀁱􀁵􀁥􀁳􀁴􀁩􀁯􀁮􀁾􀀮􀀠􀀭􀀭􀁾..􀁾􀀢􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀮􀀠Dalla/Fort 􀁾􀁉􀁊􀁾􀁉􀁑􀀧􀁮􀀧E.I f'aro 􀁉􀁾􀀮􀁩􀁸IT\J..in I Ontario /Sen ClDmGnts

􀁓􀁾􀁔􀀠BY:XEROX 7033 AQV-i)1 T::. 1,' 11<0. '6-;,I.e•....... !£ _E. r"a;::rs 􀀮􀀮􀁡􀀮􀁩􀀮􀁦􀀢􀁚􀂷􀁾􀀮􀁃􀀺􀁾􀁷􀁴􀀢􀀮􀁬􀁅􀀠􀁟􀁴􀁔􀀧􀁲􀁁􀁾􀀠 􀁾􀀧􀁜􀁊􀀮􀁃􀀺􀀮􀀠*",.f£ 􀁾􀁾􀀧􀁾􀀻􀀺􀀺􀀺􀁲􀀺􀀡􀀠'G.i!f(cr.c
'U 􀁾􀀠􀁃􀁁􀀨􀁅􀁾􀀠!J4C,tePO:J!\C 8" t 7-􀀺􀀻􀁴􀁁􀁾􀁟􀀠 Ii I I 􀁌􀀧􀀽􀀽􀀽􀀽􀀽􀁾􀀠( T;;:Vl t;C. ·36; 
SE."IT BY: 􀁈􀁕􀁉􀀱􀁔􀁾􀀠Fcbruory 10. 1997 Mr. 81)'''1 Nail CoItunbU$ RIl8IIy ·1:.uS! 15851 Dallas i'aro¥"l'. Suile 􀀸􀁾􀀧􀀠DoIIas, TX 75241 RE: Mdisoll Cin:!e ·a."qu.1'luk Scbedvle
HZII'rojec!No. 01-1822-13 Deor 81)'",,1; The following is the mised ocl1oduk fur Bosquel'oli< dosign 1l!!d bidding. Scpt<mba 241h. Council Approva/l)fOltlccp( tJcSign Sop_lOOt lIuoup
November 23n1· 􀁾􀀱􀁩􀁭􀁩􀁊􀁵􀁵􀁹I'lIritlmlign II!ld TUE Review of_Vault • N......w.r24m Ihrough D=mber 20th -Town Review ofPtcliminmy Design . 0..:_23n1 tIItough J4Il1llllY 1711\ •
R_d1D Town Cmwncn.. aod In<orpota!c El«Iri<:aIISlIUCtIIIaIICivil DcsigJI lonulIIY 20th dIrough ,J0II1IIIIY Z4111-I'@JTownReview FcI>n.oiIy 19lh 1b"'1IfiI1 FobNOf)' 14th· S<coud final
Town ikvicw l'cbnwy 27111 • Advertise ((It' Bids fur p.......be avaihlble on F<:I>I\IllIY 28l11. M.atdI 7111-􀁾􀁂􀁩􀁤MCCling III 10:00 ..01. M;u-cb 17111· Bid OJ>!ning Mmh 􀀲􀁾􀀱􀁨􀂷Award
Oid Marth JlSI-Begin ConSlNCtion P!eos<: c:a1I ifyou have ony q1JC>liun>. 􀁾􀁩.....ly, DE.Wpsp 
Hurrr-zouARS Hujft·ZorIars, Inc. 13131 McKinney Avenue /Suite 6001 LB 105/OaJfas. Texas 75204-2416 I 214/811..a31 t I FAX 214/871.(1751 October 21, 1996 Mr. Bryant Nail Colwnbus Realty
Trust 15851 Dallas Parkway, Suite 855 Dalias, TX 75248 RE: Addison Circle -Bosque Park Schedule HZI Project No. 01-1822-13 Dear Bryant: Please review the following preliminary schedule
for the Bosque Park design and bidding which has been revised based on comments from the design team and the Town of Addison: • September 24th -Council Approval of Concept Design • September
30th through November 23rd -Preliminary Park Design and TOE Review of Electric Vault November 24th through December 7th -Town Review of Preliminary Design • December 8th through December21st
-Respond to Town Comments December22nd through January 11th -Final Town Review • Jannary 12th through January 18th -Respond to Town Comments January 19th -Advertise for Bids February
12th -Bid Opening • February 20th -Award Bid February 24th -Begin Construction Please call if you have any questions. Sincerely, DEWpsp cc: Paul Shaw -Newman, Jackson & Bieberstein ·.1.Qh):l·Bawngart
iler -Town of Addison Slade Strickland -Town of Addison Q:\PROMI t822!l\BNI02LLfi Dallas I Fort Worth I Houston JEI Paso {Phoenix I Tustin I Ontario I San Clemente 
HUllT-lOLlL% Ocmber21. 1996 Mr. Bryanl Nail Columbus Realty Tnlst 15851 Dallas Park;way, Suite 8" Dallas, TX 75248 R5: Addison Cin:le • Bosque PIrk 5<:heduie HZI Projec;t No. 01-1822-13
Dear Bryant: PI_ review the following pnliimilwy Rhedule for the Bosque PIII'k de$ip and bidding ",hieb has been revised based on eomm...!S from the design lellllllllld the Town of Addison:
. September 24th • Council Approval 􀁾COllcept Dalgn September lOth Ihrougb November 23rd -Preliminary PIII'k Dm,n and 11.IE Review of Electric Vault November 24th IIIron!!h December7111
-ToWII Review of PrelimlnlllY Dalgn • Dec....ber 8th throu&It Denmber2lst-Respolld to Town CommelllS • December 22nd tluvup JanulllY 11111 -final Town Review J8lIUalY 121h Ihrougb JII11W)'
18th -Respond It) Town ComrnenlJl • JanulllY 19th -Advertise for Bids Februal)'I2tII • Bid Openius FebtulllY 20th • AWlIrd Bid • Februal)' 24th -BegiIl COII:IInI<1iaIl PI_ call ifyw
have any questioM. Sincetely. HUITT·ZOU.ARS. INC. 􀀮􀀹􀁩􀁩􀀺􀀻􀁾􀁾􀁦􀁦􀁾􀀱􀁊􀁤􀀠OllMfpap OllMfpap cc: 􀁾􀁡􀁵􀁬Shaw -Newman, Jacksoa" 8iebmlein 7'􀁾􀁏􀁨􀁮􀀠BaumgartnU -Town of Addi.tuu
􀀮􀁹􀁾-;)f1:3:;' Sladt Strickland· Town of AddIJoa 
I Hum-ZOllARS FACSIMILE TRANSMlTfAL 􀁆􀁡􀁸􀁾􀁯􀀮􀀺􀀮________Dale: \\ 11 I􀀧􀁉􀁾􀀠H-Z Proj. No. DI 'Z.o.101 No. of Paps:_=z,=-:-__ (Including Cover Sheet) TO: mBa.. ea.....· Ul.oSen·
"S7""S"SZ. P'tN i"-"'"t.MUNB .. lWJ,f....... 4Sc -Ztn7 I, "" D URGENT D For Your Review 0 PI_ Call Upon Receipt D Oria. To FoUow By Mail 􀀭􀀭􀀵􀁩􀀭􀁫􀀬􀀮􀁾􀁍􀁲􀀠 SENT BY: TIME: OA'l"E:
If,... 􀁾􀁁􀁬􀁉􀀠.",.,..__.... .,F_ _ • ph_ ;,.,..,., M•• J_r -."" w 􀁾􀀺􀀭􀀺􀀭􀀮􀁾􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀁾􀀭􀀧􀁾􀀧􀀧􀀭􀀧􀀧􀁾􀀨􀀮􀀡􀀱􀁾􀀴􀁊􀀭􀀽􀀸􀀷􀁾􀀱Ull. 'III....,.,... 3131 McKinnoy A__ •
SlalI6OI1 • DaIltss. T-.r 75204. (1U) 871·jJ/1 • FAX (1.14) 87J.()757 
rED TO PROCTOR 3' 4" CONCRETE SUBBASE >!-L f UV • 􀀢􀀧􀂷􀁖􀁾􀀮􀂷􀀬􀀬􀂷􀀠....... 􀁾􀀮􀀠􀁾􀀭􀀭􀁾􀁾􀀭􀀭•.--:>tm tll-i\,/;.JtVh IV"" 􀁾􀀢􀁂􀁉􀁔􀁕􀁍􀁉􀁎􀁏􀁕􀁓􀀠EXPANSION JOINT MATERIAL. DEPTH
OF JOINT MATERIAL SHALL BE SUFFICIENT TO PREVENT CONTACT BETWEEN WALK AND FOUNDAT fON. rr HAND SWEPT SAND INTO JOINT. NO GAP. (I PART WIDTH VARIES -SEE PLAN COLORED PORTLAND CEMENT &3
PARTS SAND)-3 Q IS" O.C. 􀁾􀁴􀁉􀀠BITUMINOUS EXPANSIONPEDESTRIAN BRICK MATERIAL. DEPTH OF JOIN1 SHALl.. BE SUFFICIENT TO 􀀮􀀮􀀬􀀮􀀮􀀮􀀬􀀮􀁾􀁉􀁲􀁲􀀮􀀻􀀺􀀻􀀺􀀻􀀺􀀻􀀻􀀺􀀻􀀻􀀺􀀻􀀢􀀧􀀮􀀬􀀮􀀬􀀮􀁊􀀠􀁾􀁾􀀧􀀭�
�􀀢􀀷􀀢􀀷􀀢􀁊􀁾􀀧􀁉􀀢􀁔􀀧􀀷􀀧􀁾􀀠.."..._C.ONTACT BETWEEN WALK t STOP EXPANSION JOINi TOP OF CURB AND SEA CONCRETE GRAY SEALt 8" CONC. STREET (6" CONCRETE SUBBASE +3X OF REOUIRED IN SOME
AREAS. SEE PLAN) : INSTALLATION IN PEDESTRIAN AREA 'E (NORTH OF MILDRED. WEST SIDE) A 􀁾􀀠􀁾􀀠DRED STREET (NORTH SIDE) ili &. 􀁾􀀠N.T.S. 
HurrrillLIARS DnI//1S • Fon Wonh • HOU:SWIJ • El PaSh • PhOtfnix • TU>lin • OIlt<rriO • Sail Clem",,.. FACSIMILE TRANSMITTAL Fill( No.: 4ft;).. 􀀷􀁾􀀤􀀿􀀠Date: ""1, I"" H·Z Proj. No.
91 /......, No. of Paf,I!IS:L ___ (Including Cover Sheet) TO: -r.""",. or JQt.1>\AH P1!N', P\L "3".,,61 􀀹􀁾􀀬􀀮􀀬􀀮􀀮􀀦􀀮􀀠o URGENT 7f For YOUI' Review 0 Please Call Upon Receipt 0
Orig. To Follow By Mail __"X 0...... .skLl 􀁾􀀧􀁢􀀧􀀢􀀠tJ..J. _____.We,I,,". ,Jr.,,,rtf .-l'4!!!&!!Iolt#L_______ ..􀁾􀁊􀀬􀁉􀁊􀀱􀁾􀀠SENT BY; TIME: DATE:2/q·&11·3)11 1/'!"" 􀁾􀁯􀁤􀀠"">'
,...-rt«i>ift,1M T_" T_04l. pie.... 􀁾.._ MI. J_. _ tn' .... 􀁾􀁾􀀮􀁊􀀭􀀺􀀭􀁟􀁾􀀮􀂷􀂷􀁢􀀮􀁾􀀭..-..􀀭􀁴􀀱􀁾􀁟􀀱􀀭􀀺􀀭􀀴􀁽􀀭􀀺􀀧􀁬􀁾􀁬1111. lI'tonk '!"". JlJl Mt:Kinntry AWIUUI • SuiI.6(J(J
• Dallas, r"""s 75104 • (Jl4) 87z.J311 • FAX (114) 871-()iSi 
SENT BY:XEROX 􀀷􀁕􀁾􀁾􀀠SecTION AB ADVERTISEMENT FOR BlDS I. Sealed bids addressed to the Town ur AddiSOll, Texas, for Electrical Vault for ADDISON CIRCLE, PHASE I for the Town of Addi""D,
Texu.... hereiDllfter called "Town' in accordance with plans••pedflClUiOlls and COlltrdct documents prepare<i by Huitt-Zollars, Inc., will be received at the of'fire of Clyde Jo/mgon,
Pur<:hasing Manager, .t'inance Building, 5350 Belt Line ReTold, Addison, Texas \Ill1il4:00 p.m. unlbe lIld day of Dea:mber, l!1l96. Bids re<:eived by tbe appointed lime will be opened
and read aloud. Any bid!; received after closing time will be returned unopened. 2. The Contractor mall identify his bid on the outside of the envelope hy writing the words ADDISON CIRCLE
PHASE IELEC1'RICAL VAULT. 3. Bid. shall be accomv.mied by a cashier'. check or certified check upon a national Qr state bank in l1li amount IIOt less than five percenl (5%) of !he lola!
maximum bid price payable without teCOun<; tu the Tuwn of 􀁁􀁤􀁤􀁪􀁾􀁕􀁬􀁉􀀮􀀠or .. bid bond in the .ame arJIOWlI from a reliable surely cQmpany licensed by the Stale of 􀁔􀁥􀁾􀀢􀀢􀀠10
11\.1 as a Surely, Qr a Binder of lnsunmce executed by a surety 􀁾􀀧􀁏􀁭􀁰􀁡􀁮􀁹􀀠licensed by the State of Texas 10 act as a ""rety or its authorized agent as a guarantee that the bidder
will enler inlU 11 CtlnlIUct lIIld execute a Perfonrumre Bond within three (3) business days after notice of awartl of "onlmet to him. 4. Plans, .pecifieatiom and bidding document. may
be .,,"med beginning al: 9:00 A.M. Monday, November 18!h, 1996 from Clyde Johnson, Pun;/w;ing Manllger. FinWlCe Building, 5350 Bell Line Road, Addison. Texas for the non-refundable 5llm
of $15.00 per !!Ct. S. The right is reserved by the Mayor and the Town Council as the interest of the Town may require to reject any or all bids and 10 waive any intormality in bids
received. 6. "!he Bidder (Proposer) Illust supply alllhe infonnation required by the Proposal Form. 7. A 􀁐􀁾􀁲􀁦􀁏􀁬􀀺􀁭􀁡􀁮􀁣􀁣􀀠Bond, Lahor IlJId Material Payment Bond, and Maintenance
Bond will be required by th., Owner; "Mh lionel .h.11 he ill the :!.mollnt of 100% of Ihe Mal contrdCl amount. 􀁂􀁾shall be issued by a surelY company licensed by the SIIIIe or Tens
to act 8.' a Surety. The perfoIllllUlCe and payment bonds sball name the Town of Addisun IIIId Gaylord Properties, Inc. (Gaylord). 10111 North Central Expressway, Dallas, TclW 75231,
(97Z)7J9-9\l99 and Columbus Really Trust (Columbus), 􀀱􀀵􀀸􀁾􀀱􀀠North Dallas Parkway. Suite 855, Dallns, Teus 75248. (972)450·2871 as joint obligees (or sucb oIhcr entilitlli as may
be deSignated at the time "controlCl i. ex""u\ed). 8. Por information on bidding or to secure bid documents, call Clyde Johnson (972) 451>-7090. For infonnation on the work lU be performed.
call 10hn Baumg;utner. City Engineer, (972) 450-2886 or William Earl, Huitt-Zollars, Inc., (214) 871·3311. 9. TIli. proj<:ct cunsi.L. of providing elcctrical VIIIIlt ron.IrU<.'1'Cln
.."d other mi>c;c11ancou. impru"l!mcnL' as shown on the p11lDS and in accordance with the !lpCCiflCations
. SENT BY:XEROX 7033 10. The cuntr.!C1 will be alSSigned to and the construction of Ihe projeci will be administered by Columbus Realty Trust, andlur Gaylord .I'ropenies. their successors
and Wlsigns per the MllSl"r Fal:ilitios AIl1'-",,"onl willi Ibe Towll of Addison. TOWN OF ADDISON. TEXAS 
HUIlTZOUARS REC'DOCT 081996 Huitt-Zollars, lnc./3131 McKinney Avenue I Suite 600 I LB 105 f Dallat>. Texas 75204-2416 f 214/871-3311/FAX 214i87H)757 October 7, 1996 Mr. John R. Baumgartner,
P.E. Director of Public Works Town of Addison 16801 Westgrove Drive P.O. Box 144 Addison, Texas 75001 RE: Addison Circle Phase I Detectable Warning Strip HZI Project No. 01-1822-04 Dear
John: The current design plans for the above referenced project show a 3 foot wide detectable warning strip on the Witt and Paschal Mews. It was our belief at the time of design that
this warning strip could be required iu areas where there was no vertical separation between vehicular and pedestrian traffic dependiug upon the interpretation of various accessibility
standards. Further iuvestigation has revealed that this requirement has been suspended for further study because initial studies indicate that the warning strip provides minimal iucreased
safety to a visually impaired person. The Texas Accessibility Standards (TAS) dated April 4th, 1994 indicates the section on detectable warnings at hazardous vehicular areas is "reserved"
meaning that there is no standard or requirement.at this time. Our original inclusion of a warning strip in this design was based on a reference in the July 1991 Federal Register which
indicated a requirement for a three foot strip between vehicular and pedestrian traffic when the surfaces are not separated by curbs, railiugs or other elements. On July 18, 1996 Huitt-Zollars
contacted the Office of Technical and Information Services Architectural and Transportation Barriers Compliance Board iu Washiugton, D.C. for clarification on this issue. Ms. Earlene
Sesker a technical service assistant with the board stated that the requirement for vehicular warning strips has been suspended until July of 1998 pendiug additional studies. Ms. Sesker
also stated that any project constructed prior to July 1998 is not required to construct the detectable warning to be in compliance with the barrier standards. At the request of Sasaki
and Associates, we have pursued this issue further with the Texas Department of Licensiug and Regnlation Architectural Barriers Section. On August 26, 1996 we faxed several plan views
and details of the detectable warniug strips to Mr. Brian Hacker and requested a ruling on whether or not the warniug strips are required for this project. On September 25, 1996 Mr.
Hacker stated in a phone couversation with David Meyers that the state follows the federal guidelines and at this time the detectable warning strips at hazardous vehicular areas is on
reserve and is not required for this project. Mr. Hacker stated that he is not allowed to put this in writing however, his supervisor Mr. Jim Voice will be happy to discuss the requirements
and ruliug with the Town over the phone. We realize that the Town of Addison has concerns about the mixture of pedestrian and vehicular traffic, however, the grooved warniug strip does
not provide a physical barrier to prevent this mixture. The trees and bollards have been spaced in such a way to separate the pedestrian and vehicular traffic. The detectable warning
strip is not a proven tool to assist the visually impaired as stated by the Federal Register. Both the federal and state agencies state that there is no requirement for the strip at
this time, therefore, Huitt-Zollars recommends that the warning strips be deleted from the Wit! Mews and Paschal Mews and replaced with a sidewalk sub-base and brick(pattem dependent).
G:\PROMI182204UBIOO7.LTR Oallas I Fort Wortt'll Houston I Ei Paso 1Phoenix I Tustin I Ontario f San Clemente 
Mr. John Baumgartner October 7, 1996 Page 2 The revisions to the design plans for the deletion of the warning strips affects many plan and detail sheets in the construction set and we
will proceed with revisions once we receive written notification that our recommendation is acceptable. Please calI if you have any questions. Sincerely, HUTIT-ZOLLARS, INC. 􀁾􀁾􀀠Andrew
C, Oakley, P.E.,.--_I-_ Senior Vice President ACO/dm cc: Bryant Nail Jim Duffy Mark Brandenburg Mark Person G:'lPROMII822OOJB1007.LTR 
HUITT-ZOLIARS Huitt·Zollars, Inc. t 3131 McKinney Avenue I Suile 600 /LB 105/Dallas. Texas 75204-2416/214/871·3311/FAX 214/871-(1757 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭October
30, 1996 Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Tree Fence and Expansion Joints HZI Project
No. 0 1-2013-0 I Dear Mr. Person: The following exhibit's represent the revisions discussed in a meeting held on October 28, 1996 at the Addison Circle job site. We have attempted to
incorporate the concerns of all contractors with respect to the coordination of the sidewalk sub-base, brick, tree fence and tree installation. Exhibit "A" illustrates a section through
the tree pit for the various streets. The soldier course has been moved outside of the tree pit and the header course has been reduced adjacent to the curb to eliminate the cutting of
bricks at that location. We have extended the concrete base under the soldier course to allow the tree fence contractor to set the frame adjacent to your sidewalk sub-base instead ofbeing
2-114" inside the concrete sub-base. This should provide a stronger more unifurm edge restraint for your brick installation now and in the future when the tree pit is excavated for tree
planting. Once the tree is in place the fence will be welded to the frame in the field. Please note that the reduction of the distance adjacent to the curb moves the center of the tree
pit to 3'4-112" from the back of curb instead of the currently designed 3'-6". The streetlight foundation should also shift to 3' 4-1/2" in an attempt to maintain the desired alignment
with the trees. Exhibit "B" illustrates the extension of the sub-base under the soldier course in more detail. Please note that the soldier course brick must be cut from 8" in length
to 5-112" to maintain 2" above the brick surface. Exhibit"C" illustrates that the soldier course adjacent to the Mews pavement must remain as designed since their is no practical way to dowel on a 2-1/4" piece of concrete to the existing street
pavement for the support of the soldier course. All other sides of the tree pit in the mews can be constructed as shown in Exhibit "B". Exhibit "D" is to clarifY what is required fur
expansion joints in the sidewalk with brick surfaces. There shall be an expansion joint between the sidewalk sub-base and the street pavement from the bottom of the sub-base to the top
of curb at which point a concrete gray colored seal will be applied. There shall be an expansion joint adjacent to building foundations that will extend from the bottom ofthe sidewalk
subbase to the brick surface at which point the expansion joint will be sealed with a concrete gray colored sealant. G.\f'ROJ'1I1201JOI\\fPIO;)O.Lnt 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀀠Dallas
I fort Worth i Houston I Ei Paso I Phoenix /Tustin I Ontario ISan Clemente 
Mr. Mark Person October 30, 1996 Page 2 It is my understanding per our phone conversation that the above dimensional changes will not adversely affect the sub-drain, irrigation and electrical
conduit which has already been installed on portions of Quorum Drive and Mildred Street. The following revisions will be incorporated into the plan sheets and will be redistributed with
the revised plans reflecting the deletion of the detectable warning strips in the mews. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀀵􀁩􀀡􀁾􀁾􀁾􀀠co: \;JPlin.BaUiitgartner,P
;E,-Town ofAddisqn" Slade Strickland-Town ofAddison Ron Lee-Town of Addison Bryant Nail-Columbus Realty Trust Mark Brandenburg-Columbus Realty Trust Paul Shaw-Newman, Jackson & Bieberstein
G:\PROMt20 '301\MP I O)OLTI\ 
( ( Project Job No.HUITI Client By Date , zalARS u,cOllfflO",.'rEG􀀺􀁾􀀮􀀠Task Cbkd Date 􀁾􀀠Sbeet of 􀁾􀀠'::f-cP 􀀭􀀡􀀮􀁾􀀠+\;'\=t f I tI\..:. -Ic;-..J -.Ilif II)"».= I t>:: ....' :;.
'" -"-􀁾􀀠& t: .... ----c-l 􀁾"'.-::􀀱􀁐􀀡􀁾l , V' 􀁾£ ,. II · 􀁾􀀮􀀠-)Coj f 􀁾􀀮􀀠Gt :> I' )('!A ()􀁾CD6\ fI 􀁾􀀠􀁾... i & 􀁾,! 0; D. I "r-!. 􀁾fI'l 􀁾􀀠I .!.t0' t '"'\)(;' .0 I -6"1\1.
-.:: -:: 0 􀁲􀁾􀂷􀀠􀀬􀁾􀀠f"'" 0$ 􀁾􀀠i 􀁾.£ . p ..:. .· ... '1/4 -• · "' 
••(\/􀁾􀀠􀁾􀁾􀀠-(\/-,a,..:,;: .-W <,:)10wOo WWOW-0:: I••'It 􀁾􀀢􀀠􀁾􀀢􀀠􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER PAINTED BLACK BY MANUFACTURER PICKETS WELDED TO 􀁾.. X 􀁉􀁾􀀢􀀠STEEL MEMBER 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL
MEMBER ACTS AS POST. WELD TO 􀁾􀀢􀁸􀀠4" 􀁓􀁃􀀾􀁬􀀮􀀮􀁾􀀬􀁥􀁦􀁚􀀮􀀠􀁃􀁾􀁾􀁣􀀮􀁳􀀶􀀠..&\C,....... 4 11 )( S'i," )C 't,,+1 -lc'-if 􀁴􀁉􀁜􀀢􀀮􀁾􀀠ge GuT t=cz..Mt e:' "1b S ''z,\\ 􀁾􀀢􀀠X
,4" STEEL EDGING, PROVIDE IN ''L'' SHAPE WITH 3" OVERLAPS WELDED TOGETHER IN STEEL EDGING AT CORNERS OF PIT (\/THE FIELD AND ON 36" INTERVALS DIRECTLY BESIDE EARTH STAKES. USE 30" INTERVALS
FOR WITT MEWS 'AND PASCHAL MEWS.EARTH STAKE SET 2'·0" DEEP, WELD TO 􀁾􀀢􀁸􀀠4" STEEL EDGING AT CORNERS OF PIT AND ON 36" EARTH STAKE SETINTERVALS 2'·0" DEEP. WELD TO 􀁾􀀢􀁸􀀠4" STEEL
EDGING AT CORNERS􀁾􀀰􀁔􀁦􀀬􀀧􀀮􀀠'S'-M"W!tZ.. 1cc..o,6C-􀁃􀁯􀀺􀀮􀁾􀁃􀀧􀀠OF PIT AND ON 36""J'l,11I..ft') \ n 􀁆􀁾􀀠 I'2f.:1Nr-l'Nt. Bo,.,p "'-'11'&1.'" TREE FENCE & N.T•S. f!acMI'" 6)\,)oQ.u
'WI.,) (1\, ,,-..my, MOlltlS, 􀁾􀀠fZc,UNfM 1-........, lit IT It R. I' INTERVALS ••"" 
,, W o.:x !SDt..tlIEc.. 􀁾􀀢􀀧􀁥􀀠611.1",," N 4-'l x s' ')( -z.'/4f.l\ OlIwOo •• 􀀭􀁾􀀠N ...􀁾􀀠--::... ),,. ,• 􀁾􀀢􀀠x -4" STEEL EDGING. 􀁾􀀠PROVIDE IN "L" SHAPE"'/WITH 3" OVERLAPS
WELDED TOGETHER IN ••V 􀁾􀀢􀀠TO STE 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER ACTS AS POST. WELD TO STEEL EDGING AT CORNERS !:)" 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER P-AINTED BLACK BY MANUFACTURER 􀁐􀁉􀁃􀁾􀁔􀁓􀀠WELDED
' .." X 􀁉􀁾􀀢􀀠L MEMBER !4" It 4" OF PITNTHE FIELD AND ON 36" INTERVALS DIRECTLY BESIDE EARTH STAKES. USE 30" INTERVALS FOR WI TT MEWS AND PASCHAL MEWS.EARTH STAKE SET 2'-0" DEEP. WELD
TO 􀁾􀀢􀁸􀀠4" STEEL EDGING AT CORNERS OF PIT AND ON 36" EARTH STAKE SETINTERVALS 2'-0" DEEP, WELD TO 􀁾􀀢􀁉􀁴􀀠4" STEEL"* PE""U... 􀁁􀀭􀁾􀁔􀀠1D 􀁗􀁉􀁾􀀮􀁳􀀮􀀠EDGING AT CORNERS'$se l>E,"""
of s-.""eL eoaue OF PIT AND ON 36" IfJ e":IcCil.1f "S-Po,. I-JDL1lIrJ TREE FENCE A $'00"," (f-NP &bT SIo£ of N.T.S. L!:j. 't.... 􀀨􀁙􀀱􀁾􀀧􀀾􀀠"TIZ..i:e f'ITS. 􀁅􀁘􀁾􀀧􀁓􀁉􀁔􀀠􀀧􀁴􀁾􀀧.,
INTERVALS • 
-_.. l!lNOTEI BRICK PAVERS .JBEYOND R.O.W. ARE UNDER HAND SM;:PT SAND INTO SEPARATE CONTRACT. .I0INT, NO GAP. II PART COLORED PORTLANDff-------I CEMENT .. S PARTS SANDI K" BITUMINOUS
EXPANSION JOINT MATERIAL. DEPTH OF JOINT MATERIA SHALL BE SUFFICIENT TO PREVENT • ,., COffTACT BETWEEN WALK AND CURS. 􀀱􀁉􀁗􀀯􀀣􀀮􀁾􀀴􀀿􀁆􀀱􀀿􀀺􀀿􀀧􀀣􀁡􀁲􀀮􀁾􀁁􀁚􀀧􀁌􀀼􀁪􀀲􀁾􀂷􀀱􀀹􀁊􀁁􀁾􀀠JOINT
􀁾􀁕􀁒􀁆􀁁􀁃􀁅AT 8.. .. . &21'''" IU Int CctJ(.ReI CI Q.A.f C-oQ..rCJ t1 CONe. 􀁾􀁾􀀢􀀢􀀢􀀢􀁁􀀢􀀧􀁔CONCRETE FOUNDATION STREET SAND SETTING BED SUBGRADE COMPACTED TO 􀀹􀀵􀁾􀀠OF STANDARD
PROCTOR DENSITY AT Ole TO +SX OF OPTIMUM MOISTURE __________ CONCRETE SUBBASE REQUIRED IN SOME AREAS, SEE PLANI BRICK SIDEWALK INSTALLATION IN PEDESTRIAN AREA QUORUM DRIVE (NORTH OF'
MILDRED, WEST SIDEI A A & MILDRED STREET (NORTH SIDE' ili lD. NoT.S. ,I .. ft 􀁾... gt'fDItllt.lc»j 􀁅􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁓􀁉􀀮􀁎􀀠"Ib"lIT" ",",'􀁥􀀢􀀧􀁴􀁾􀀠,t>&4J'Ot s............ eli
SoFFtC.'e.wT 10 ffU\l...,... 􀁾􀁲􀀠 􀁂􀁳􀀱􀀧􀁗􀁾􀀠􀁗􀁾/h..Io Cd... S&fk. -;n.""t' t91'" Soa.'If..c of 8IllCAc.. wtTI+ Q,1I)CJZ.e1f 􀀶􀁾e,,,,,flStiI 􀁾􀁎􀁔􀀮􀀠 \I "'EX\*,"tT 't> 
.JLJtI I)J. October JIl, 1996 Mr. Mark Pen/on Gibson & 􀁁􀁓􀁾􀁬􀁃􀁩􀁡􀁴􀁥􀂧􀀮􀀠Inc. l'.0. B(llt 800579 Balch Springs, rx 75IS0.0S?'} RE: Addison Circle PII... " I I'ublic rnfrastructure
Tree Fence and lixpiUlsion J(lint. HZ! Project No. 01-2013-01 Dear Mr. Persun: The following exhibit's represent the revisions discusmi ill a m\leting held on October 28, 1996 al the
Addison Circle job sile. We have ntlemplW 10 illcorpunlle lIle concerns of all conlrilclors willi respwl to the 􀁾􀀾􀁯􀁲􀁤􀁩􀁮􀁡􀁴􀁩􀁯􀁮􀀠ofthe 􀁾􀁩􀁤􀁣􀁷􀁡􀁬􀁫􀀠sub-base, brick, tree
lim"" and tree installation. Exbibit "An iIIuslriltel> a section through 1111: tn::c pit for lhe various streets. The soldier COIITSC hIlS been moved outside urllie tree pil und the
header course ha.. been reduced adjacent 10 the curb to eliminate Ihe cutting of bricks at lhat locatiun. We have extended the concrete bllSC lmder the soldier course to aHow Ihe tree
fence contractor 10 sel the fl1lOle adjacent 10 yuur sidewalk sub·base instead of being 2-114" inside the 􀁣􀁯􀁮􀁾􀁔􀁥􀁬􀀢􀀠slIb-ha..e. This should provide a stronger m,,", unifunn edge
reslrilint fur your brick installation now and in the futnre when the tree pit is 􀀢􀁬􀁉􀁥􀁡􀁶􀁾􀁬􀁥􀁤􀀠lor tree planting. Once the tree is in 1'1_ the fellce will bI: welded to the
franlc in the field. I'lease noh: lilat the reduction ofthe distmK;e adjac.;nt to the curb mov()S the center of the tree pit to 3'4-1/2" [tom the back of curb 􀁩􀁮􀁳􀁴􀁥􀁾􀀠of 􀁴􀁨􀁾􀀠currently
designed 3'·6", The .1reellight foundation should also shift to J' 4-11Z" in an atrempllO maintain the desired alignment with the trees. nxhibit "B" 􀁩􀁉􀁉􀁵􀁾􀁉....les the extonsion
or the sub-base lIuder the ... ddier course in more detnil. 􀁐􀁉􀁾􀁳􀁥􀀠lIote that the soldier course briek must be cut from 8" in length to 5.11Z" to maint.in 2" .. bove Ihll hrick
sum";,,,. Exhihit "C" iIluslrillcS \Il;1t the ...Idier course adjacent to the Mews pavemenl 􀁭􀁵􀁾􀀠remain lIS designed since their i. nO practical way 10 dowel Oil a 2.114" pieee of
concme to the existing street pavemellt ror the suppurt of the soldier COUl'l>C. All other sides of th.. tree pit in lbe mews ellll be conslructoo as shown in Exhibit "8". Exhibit "D"
i. to clarify what i. required fur expansion .ioihl<; in the sidewnJk with brick 􀁾...rfa_. There .hall be an expansi<.m joint between the .idewalk .ub-OO!le Slid the streel pavement
from lbe hattom ofthe suh-bn.se tu Inll lop of cum at which point a CODeme grey colored seal will be applied. There shall be 1111 expansion joint adjacent to building fouruJations that
will extend from the bottom of the sidewalk subhnse to th" brick surface at which JXlint the eKpansion jllint will be sealed with a conmolll gray colored sealan\. Oalbl.." I Fort WOIlh
II bJstonI Ff PAM' 􀁐􀁬􀁾􀁬􀁭􀁩􀀩􀀨􀀱Tu:;tln J()nfwloISa!1 G!olnCf\(C 
Mr. Mark Person Oetoher 30, 19% I>age 2 It is my undoo;tnnding per our 􀁰􀁨􀁏􀁩􀁬􀁾􀀠conveloalion Lb..llhe above dimensional changes will not advClSCly an...,t the sub-drain, ilTigation
CUld ele\llrical conduit which has already been installed 011 􀁰􀀼􀀧􀁲􀁴􀁩􀁏􀁉􀁬􀁾􀀠or Quorum Drive and Mildred Street. The fullowing revision. will he incolJlOl1Ited into the plan 􀀤􀁨􀀢􀀢􀁬􀁾􀀠and
will be redi"tributed with the revised ptan. rel1ecting the deletion of the detectable warning otrif'" ill the 􀁭􀁥􀁷􀁾􀀮􀀠􀁐􀁬􀁾􀁳􀁣􀀠call if you have lillY questions. Sincerely, HUIH.ZOJ,LARS.
INC. 􀀵􀀿􀁾􀁾􀁥􀁰􀁲􀀠L"C: J,'hn Baumgartner, P .Ii.-Town of Addison Slade 􀁓􀁬􀁲􀁩􀁾􀁫􀀱􀀮􀁮􀁤􀀭Town of Addison I{on Lee-Town or Addison Bryant Nail-Columbus Realty Tru..t Mark IIrandenburg-Columbus
Realty Trust PlIul Shaw-NewlllilD, Jackson &. Bieberstem 
( ( Projcct ______ Job No.HLllTTClient ______ By Dale Taak ______ ZOJ.ARS I.C(I","O ...T'O Chkd Dale Sheet of , 2' l ifJJ =t );1;; "' "".". .... .,. & t.I ftf '*'... ! ,,􀁾􀀠!P "-t;I
, '" 􀁾.. 􀁾􀀠f·1 t. .JOs • : :It " \"I..,I .It., 􀁾􀀠􀁴􀁬􀁬􀁾􀀠ii• • ,I' .. 
c .... 􀁾􀀠􀁾􀀠􀁾􀀧􀁉􀁴􀀠N-l&-..;::<;-: 􀁾.. TO STE 􀁾􀀮􀀬􀀠ROUND STEEL MEMBER ACTS AS POST. WELD TO E 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER P-AINTED BLACK BY MANUFACTURERSClL.1M8C. G.U&16 ..􀁾􀀢􀀢􀀠
4f. I' X s'i." )( t'l+ft -tt..". 􀁾SCI CouT ....'" fit' ... oS ',􀁾􀀠P'C1TS WELDED")( ,,,.. L MEMBER 14" " 4#' STEEL EDGING, PROVIDE IN'\... SHAPE WITH 3" OVERlAPS ,," II 4"..,.WELDED
TOGETHER IN STEEL EDGING AT CORNERS OF PITNTHE FIELD AND ON 36" INTERVALS DIRECTLY BESIDE EARTH STAKES. USE 30" INTERVALS FOR WITT MEWS .AND PASCHAL MEWS.EARTH STAKE SET 2'-0" DEEP.
WELD TO 􀁾􀀢􀀢􀀠4" STEEL EDGfNG AT CORNERS OF PIT AND ON 36" EARTH STAKE SETINTERVALS 2'-0" DEEP, WELD TO 14" II 4" STEEL EDGING AT CORNERS OF PIT AND ON 36" 􀁴􀁊􀁾􀂷􀀮􀀠'S1wc.W!C. 1ac.......
􀁾􀁴􀁉􀀶􀁥􀀠'10."", r 􀁆􀁾􀀠INTERVALS lZu""..'tIoIt. &w. ''''118'''''' TREE FENCE.&. N.T.S. 􀁾􀀠􀁾􀁾􀁃􀁉􀀢􀀢􀀢􀀢􀀢􀀢J (i'c "'.....YI rMoR.&&S '" ..Ex H-I&IT h s" ;;, 
, ::: 􀀭􀁾􀀠N ..:>t ,-' LLI c:J1....cLLlQ. STE L TO 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER 􀁾􀀠I ACTS AS POST. WELD TO 􀁾􀀠t ¥.til ROUND STEEL MEMBER􀁾􀁾􀀢􀀬􀀬􀀬􀁡􀁥􀁣􀀮􀀠e...n£e h,.. N PAINTED
BLACK BY 1MANUFACTURER+" )I .' 'Ie '1. 14\\ .. PIC1TS WELDED t "x I"" MEMBER !It" II 4" STEEL EDGING, PROVIDE IN "L" SHAPE WITH 3" OVERLAPS 􀁾.. It 4" WELDED TOGETHER IN .,.. -STEEL
EDGING AT CORNERS OF PIT THE FIELD N AND ON 36" INTERVALS DIRECTLY BESIDE EARTH STAKES. USE 30" INTERVALS FOR WITT MEWS AND PASCHAL MEWS.EARTH STAKE SET 2'-0" DEEP. WELD TO !It" II 4"
STEEL EDGING AT CORNERS OF PIT AND ON 36" EARTH STAKE SET INTERVALS 2'-0" DEEP. WELD TO !It.. It 4" STEEL*1'&"",-􀀢􀀧􀁾􀀧􀀱􀀱􀀩􀁾􀀮􀀠EDGING AT CORNERS 􀁾􀁡Jill i ...... oF s-....eL c::.o:aue
OF PIT AND ON 36" INTERVALSItJ ecH'11f "8-FOJ. ......) TREE FENCE A 􀁾􀀧􀁮􀁴􀀠(ktII., &AT S ,11£ <110 t= N.T.s. t.:8. (YISW> 1"LIte pITS. 􀁅􀁘􀁾􀁉􀁉􀁔ltc:.' •:... 
NOTEt BRICK PAVEIIIS FJ£YCfID R.o.•• AIlE 􀁾􀀠HA.., SWEPT S"'" INTO SEPAIIAT£ CONTRACT. 􀁾􀁏􀁬􀁬􀁬􀁦􀀮􀀠NO GAP. II PAllt CClLOREO PORTLAfCI CIMEIIIT • a PAIITS IA!CII" I 􀁾􀀭􀀮􀀮􀁮􀀧􀁴􀁉􀁉􀁉􀁉􀁟􀀧􀀠,
-"""AL ,JCIIII AT .....Ace 1U11"M 􀁴􀁯􀁾􀀺􀀠tJiUIIo( e-"'" 8" CONe. ,.-"""",...,... STREET .. SAND SETTIffG SUIIGRaaE COIII'AC1EO TO nx Of' STANDAAD PROCTOR DENSITY AT Ole to "9 Of'
OPTI...,.. MOISTURE CONCRETE .sueSAlIE SEE PLAIII BRICK SIDEWALK INSTALLATION IN PEDESTRIAN AREA QUORUM DRIVE (NORTH OF MILDRED. WEST SIDE) IA A &. MILDRED STREET (NORTH SIDE) m In ...1.S.
􀁾... " fu'7UIf'INOd E",....aS!-I\J 1btNT"...-1 e&''''-. 'O&f'nt S........... 1M' SoPfrIc",.,. 10 􀁦􀁾􀁥􀁎􀁦􀀢􀀠􀁾􀁲􀀠 8&""" aN \ICJ,rfc.f(.. /hoJo Gu&ll. seth. a.foI'C",..... S.U;ta"
of Slat...... wt"I\+ 􀁾􀀦􀀽􀀱􀀱􀀡􀀠6ruty 􀁬􀀡􀁯􀁾􀀠SSW"''''t' .1 t\'E)u*'...T 't> 
RE.C'O NOV 051996HUITT-illLIARS Huitt-Zollars. Inc. 13131 McKinney Avenue /Suite 600 I L8 105 I OaJlas. Texas 75204-2489/214/871-3311/FAX 214/871...0757 November I, 1996 Mr. Bryant Nail
Columbus Realty Trust IS851 Dallas Parkway Suite 840 Dallas, 'IX 75248 RE: Addison Circle Phase [ Public Infrastructure Change Order No.4 HZI Project No. 01-2013-01 Dear Bryant: In recent
weeks we have discussed deleting Schedule VITI from the public infrastructure contract due to the flexibility this would provide in the desigo and construction of Phase II. The design
team bas also recommended that the outer ring of trees on the east side of the roundabout be deleted because they will likely be thunaged since there would be only five feet form the
trunk of the tree to the fuce of Phase II buildings. The Town of Addison has been billed by TIJ Electric for aU Texan Style and 30 foot roundabout poles including the 14 Texan Style
poles in Schedule Vln. Mr. Baumgartner has stated that the current bill is past due and he intends to purchase all lights unless be is notified otherwise in writing by Columbus Realty
Trust Mr. George Esqueda with TIJ Electric stated that he could return the street lights in Schedule VITI to the manufacturer once he bas received confirmation on the number oflights
to return. As stated in a July 9, 1996 memorandum form Huitt-Zollars, the Texan style poles cost $1,833 eacb for a total of $122,811 for the 67 poles cUlTently in the contract. Ifwe
eliminate Schedule VIII by cbange order then the amount owed roE is reduced to $97,149 for 53 Texan style poles. TUE would still be due $7,800 for the six 30 foot tall poles around the
roundabout which cost $1,300 each. Please review the following change order and so that we may bring this issue to a close. Once all parties are in agreement with the contents of the
change order, Huitt-Zollars will forward original copies for execution. Thank you for your assistance in this matter. Sincerely, HUITT-ZOLLARS, INC. 􀀹􀁡􀀬􀁤􀀬􀁊􂂬􀀮􀀴􀁾􀁾􀀠David E.
Meyers, P.E. cc: If{o11!o11!i,lla,iinj¢iiiIlr;;F,E;:rown..cifAddison >'i Mark Person-Gibson & Associates Jim Duft'y-Columbus Realty G:\PROJ\OI10UI)!',bn 1101 ,LTR Dallas I Fort Worth
l 􀁪􀀭􀀬􀁏􀁌􀀻􀀤􀁾􀁣􀁮􀀠i Er Paso I PhOenix I Tustin I Ontario I San Clemente 
i PROJECl'; ADDISON CIRCLE PB.ASE.I PUBLIC INFRASTRUCTtJRE BID NUM.BElt: 96-281 CHANCE ORDER NO. -4 􀁏􀁗􀁎􀁅􀁒􀁾􀀠TOWN OP ADDISON CONTRACTOR: GlBSONAi'mASSOClATES DATE: 11/lJ96 PAGEIOPI
DESCRIPTION OF CHANGES' nus CHANGEORDER lNVOLVES'JRE FOLl.OWING rI'EMS: I) DEI..ETESsca£OULEVm·ALTER.NATES'TREEniCAPEMIOVEMImJSONiHEEASTSmBOFQUORUMDRlVE..(T'HESEQUANm'lES ONl..Y RVLECrfTEMS
NORTH AND SOt.m{ OF THE ROUNl)ABOUT. 2) DEI.lITES THE OUTER lUNG OFTR.eISS AND TREEPrrPLANllNG ON nrBEASl'smeOF THE ROUNDABOUT. lTI!M CONTRACT RIlVISED QUANTITY NO. DE.<C1UP'!'lON QUANTITYUNIT
QUANTITY CIWIGE SCH.:6:DllLll n: •STREETSCAPE IMPROVEMENTS 227 REDOAK,.200 GAL..., 5".&" CAL.. 􀁴􀀶􀀧􀁾􀁴􀁓􀀧􀁈􀁬􀀢.• 􀁬􀁏􀀧􀁾􀁉􀀲􀀧􀁓􀁐􀁟􀁣􀁭􀁲􀁲􀀬􀀠GROWN I!A I.. ·13"'" 23. DWF. YAUPON
HOLLY,I GAL. I!A 4300 -312"'"' I!A 316231 SHA.STA DAlSY. 4" CONT. FULL 328 .... 235 DAYLlLLY'S'T'ELLA DB ORO, 4-00NT. FUU. I!A -20''''"" 23. BBARDED UUS Pt1ltPLE NO.1 BULB EA .00 ...".
I!A23. BBARDED!Rl8YB.l..LOWNO.1 BULB ...3'"'"2S4 .:IIl 244 DAFFODH. 'FEB. ooI.O' NO, I BULB 242 gptDERI..Jl.Y, 4' CONT. f01..L : I!A 228 ...1 H 􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀁾􀁾􀁉􀁾􀀠,.,,., DAF'FODH.
'PEEPING TOM" NO.1 BULB :00 ·IS SCHRDULBIISUBTOTAL ($16,751.03) J -, '(PHAS"U) LS I -IS.' • S02 R!!D OAK, 200 GAL.. $.-6" CAL. 16'·I8'HT., 100-ll'SP .. CONT. GROWN I!A 40 ...• SO, 4-PVC
SOt 40 PERFORATED SUBDRAIN SYS'TEM LI' -1021102' • 291)0 -29110... WEEPING LOVE GRASS SF • I'.AS", S"l'lU!El'UOHT OR TREE LlGHTlNG PULL BOX 0 -I.'" LF 0 -I.,..... 2" pVC SCHRDt.1LB4DSTREET
LIGHTCONDtJrr '066 .1<EA I< • 0807 STREeT UGH! FOUNDATION.., .t4I!ASQUARE CAP FOR UGHT BASe ,...I< ... 3-PVC SCHEDUU4() S'l'1lEET UGHTCONDurT LF ·1'"• ($46,008,00) ($!1,2.3too) ($81"30)
($2,32.2.00) ($4.146.74) ($5,443.20) ($1,360.80) """.= NET CHANGe BY CHANGE ORDER NO. " ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS REVISED CONi'MCT AMOUNT EFFECT Of CHANGE ON CONIR.ACTTIME
nmWORK REQUmED UNDER nus CHANGEORDER WILL ADD 0 DAYS TO TInS PROJECT; ORIGINAL CON'f'RACT TIME 550 ADDmONAL DA'iS FOR TInS CHANGe ORDER AD£mONAL DAYS FOR. PRBVlOUS CHANGE ORDER " • aevlSEDCONTRACT11M
.£ '" TIm COMPENSATION AGREED uroN IN THIS CHANGe OR.D.EitAR£FORALL COSTS THE CONTRACTOR. MAY INCUR. AS A RESULT 01', OR Iil.ELAnNO TO nns CHANGE ORDER WHEraER SAlDCOSTSAAE KNOWN, UNKNOWN,
PORSEEN, UNFORSP.EN AT THIS TIME, INCLUDING WTllIOUT LIMITATION, ANY COST FOR DELAY, EXTENDIIDOVP.R.HBAD, RlPPLE OR IMPACT COST, OR AWl ontElt EFfECT ON CHANOED OR. UNCHANGED WORK AS
A ilESULTOFTHlSCH.ANGE ORDER. THESE COMPENSATIONS ARE FOR FULLY COMPunANn tN-PLACE CONSTRucnON. AcruAf.. IN PLACB QUAN1TIlES WILL Be USBD FOR fINAL FA YMENT. APPR.OVED BY APPROVED BY
TOWN OF ADDISON COLUMBUS R.EA.1.n' AMOUNTtfNTJ' l'IUCE OF CHANGE SI,l:ro.20 $4.05 SI.18 St67 SU7 SU7 $S.n 􀂷􀂷􀁾􀂷􀀭􀁳􀁮􀀮􀀹􀀲􀀠SO.81 ($14.m.6O) ($1.263.60) (SHS,44) ($13.40) (SI33.60)
(U6.SOj ($148.12) -····.. {$I4?ni . ($12.15) ".,260.00 5J,lso..20 $Il.OO $0..' m220 $3.89 $388.80 $91.20 ..91 ($103,694J)9) .$3,517,664.44 ($363,.8.l5.25) $l,045,J55.IO RON WHITEHEAD,
CITY MANAGER DAn; BRYANT NAlL. VICE PWIDENT DAn; APPROVED BY APPROVED BY GIBSON AND ASSOCIATES HUm..zoU..ARS A.1. JOHNSTON, EXECUTIVE VICE PRESIDENT DATE • DAVID E. MEYERS. P.E. DAn;

I Hum-ZOLlARS Huitt-Zollars. 100.1313' _eyA....""" ISulIe 600 1 LB 1051 Dallas. Texas 7S204-24'61214/87'-33"/FM 214/871.0757 September 2.5, 1996 Mr. Mark Person Gibson & Associates,
Inc. 11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Tree Lighting Conduit HZl Project No. 01·2013-01 Dear Mr. Person:
Attached please find revised sheets 54A. 54B and 57 showing the revised tree light conduit sizes per the latest electrical design for this project. The plans are heing distributed to
other team members per the attached transmittal letter. During the bid process we included a quantity allowance for I", 2" and 3" tree light conduits and pull boxes for street and tree
lighting. The final design of the lree light circuitry determined that the 3" conduit can he reduced to 2" conduit and the '" conduit can he reduced to 3/4" conduil. We request a price
for the 3/4" conduit since this item was nol in the original bid. The other sizes are in the bid but their quantities are significantly changed from the original contract amount. The
following table shows the required adjustments for the Iree lighting conduit. Item No. Description Contract Ott. Revised Ott. 202 I" Conduit 1.000 LF OLF 204 SIreet & Tree Pull Boxes
50EA 110 EA 2.56 3" Conduit 1,000 LF 470LF 261 2" Conduit 2,600 LF 5,400 LF *263 3/4" Conduit OLF 4,030 LF *New Item The 3" conduit has already been installed at street crossings and
is remaining in the contract at a reduced quantity. Please review the plans and provide a price for the 3/4" conduit at your earliest convenience. " Please call if you have any questions.
Sincerely, cc: 􀀮􀁉􀁩􀁑􀁬􀁩􀀧􀁓􀁩􀀧􀁩􀁭􀁾􀁭􀁾􀁪􀁊􀀮􀀠Bryant Nail-Columbus Realty Trust Jim Duffy·Columbus Realty Trust 􀁏􀀺􀁜􀁐􀁒􀁏􀀩􀀧􀁜􀁬􀀡􀁉􀀲􀀱􀁬􀀱􀁾􀁬􀁉􀁉􀁜􀁍􀁰􀁴􀁭􀁓􀀮􀁌􀁔􀁒􀀠Dallas
I Fort Worth I HoustOt"l/EI Paoo I Phoenix I Tuslin I Omana I San CleO'lenle 
HUITT-ZOLlARS Huitt-Zollars, Inc./3131 McKinney Avenue /Suite &lO I LB 105JDanas. Texas 75204-2489/2141871-3311 JFAX 214/B71.Q151 Januaxy7,1997 Mr. Dan Shipp Southwestem Bell Telephone
275 N. Greenville Ave. Richardson, TX 75081 RE: Addison Circle Phase I Public InIi:astructure Sidewalk Damage HZ! Project No. 01-2013-01 Dear Mr. Shipp: In a letter dated Januaxy 2,
1997, to Bryant Nail with Columbus RJ:alty Trust the sidewalk damage on the east side of Quorum Drive was identified as marked in the field by Mr. Bruce El1is with the Town of Addison.
In a similar letter dated November 8, 1996 addressed to you, the construction team requested that SWBT pay for or repair the sidewalk damage in question. Prior to sending out the letter
addressed to Mr. Nail, Huitt Zollars was vetbaUy notified by Mr. Wayne Wooley that the sidewalk dama1;C in question was not caused by Southwestern Bell construction and that the sideooJk
was videotaped prior to conunencement of the SWBT duct line. Columbus RJ:alty Trust is not in agreement with the apparent cost responsibility as descnlled in the letter dated Januaxy,
2, 1997 nor with claim that SWBT was not involved in the damage of the sidewalk and therefure request thet written documentation be presented that represents Southwestern Bell's position
on this issue. Huitt-Zollars requested that Mr. Wooley send a lbrmal response to the original damage request in writing but have not yet received any such response. Columbus Realty Trust
is prepared to pursue other actions against SWBT ifwritten documentation is not provided as soon as possible. Please call ifyou have any questions. Sincerely, HUTIT-ZOLLARS, INC. 􀁾􀁾􀁦􀀮􀁩􀁾􀀠DEMfps
p cc: Bryant Nail -Columbus Realty Trust 􀀼􀀻􀁪􀁪􀀧􀁉􀁬􀁾􀁾􀀢􀀧􀁾􀁬􀁬􀀧􀁯􀁍􀁦􀀱􀁬􀀧􀁦􀂧􀁁􀀺􀁬􀁩􀁗􀀵􀀱􀀺􀁩􀁩􀁦􀀨􀁪􀀮􀀠Mark Person -Gibson and Associates Mark Brandenburg -Columbus Realty
Trust Jim Duffy -Columbus Realty Trust G:\PROJlOl20130!\DSOI07LlR Dallas I Fort Worth f Houston I EJ Paso I Phoenix I Tustin I Ontario I San Clemente 
HUITTZOLIARS Huitt-Zollars, Inc./3131 McKinney Avenue I Swte 600 I LB 105/Dallas. Texas 75204·2489 12141871...33111 FAX 214}'871-o757 January 2, 1997 Mr. Bryant Nail Columbus Realty
Trust 15851 Dallas Parkway Suite 840 Dalla.;, TX 75248 RE: Addison Circle Phase I Public Infrastructure Sidewalk Damage HZ! Project No. 01-2013-01 Dear Bryant: Huitt-Zollars has measured
the sidewalk in need of repair as identified in the field by Mr. Bruce Ellis with thtl Town ofAddison. Mr. Ellis denoted three categories of damage which are "R&R" indicating sidewalk
that requires replacement as soon as possible due to tripping hazards, "C" indicating sidewalk which is cracked but can wait until Phase II construction and "SWB" indicating sidewalk
repair which is the responsibility ofSouthwestem Bell Telephone. The following is a tabulation of the quantities and the total cost for removal and replacement at the current contract
unit prices. "R&R" -Remove and Replace ! ITEM ! Remove and Dispose of ! Ex. Concrete Sidewalk UNIT SY QTY 155 CONTRACT PRICE $5.40 COST $837.00 • 4" 3000 PSI Reinforced Concrete Sidewalk
SF 1,395 $2.80 $3,906.00 Total "R&R" $4,743.00 G:IPROJlOI201301IBNOI02.LTR Dallas /Fort Worth {Houston I EI Paso I Phoenix /Tustin I Ontario JSan C:emente 
Mr. Bryant Nail January 2, 1997 Page 2 "C" • Cracked (To be replaced during Phase m ITEM UNIT QTY CONTRACT PRICE COST Remove and Dispose of Ex. Concrete Sidewalk SY 86 $5.40 $464.40
4" 3000 PSI Reinforced Concrete Sidewalk SF 774 $2.80 $2,167.20 Total "C" $2,631.60 "SWB" -Southwestern Bell Telephone CONTRACT ITEM UNIT QTY PRICE Remove and Dispose of SY 26 $5.40
Ex. Concrete Sidewalk 4" 3000 PSI Reinforced SF 234 $2.80 Concrete Sidewalk Total ';:,w.o COST $140.40 $655.20 $795.60 Please note that 576 SF of sidewalk repair marked as cracked is
beyond the limits of Phase II construction and has therefore been included in the "Remove and Replace" category for the above tabulation. In a letter dated November 8, 1996, the construction
team requested that Southwestern Bell Telephone be responsible for 113 of the total removal and replacement costs. SWBT has since stated that they did not cause the damage discussed
in the previons letter and do not intend to pay for any repairs. The construction team should, however, request that SWBT pay for or repair the sidewalk specifically noted by the Town
as being their responsibility which is 234 SF near ofjust north of McKarny Avenue. As a result, the cost responsibility appears to be as follows: Columbus Realty Trust $2,371.50 Gibson
& Associates $2,371.50 SWBT $ 795.60 TOTAL COST $5,538.60 G:IPROl\OI20I)OIIBNOI02.DOC 
Mr. Bryant Nail January 2, 1997 Page 3 Please call if you have any questions. Sincerely, HUITI-ZOLLARS, INC. 􀁾􀀣􀁾/#&ftNT:David E. Meyers, P.E. DEMIpsp cc: 􀀬􀀿􀀬􀁊􀁑􀀱􀁭􀁾􀁬􀀡􀁬􀀡􀀺􀁵􀁮􀁩􀁧􀁾􀀻􀁥􀀺
􀁅􀁾􀀭􀀻􀀻liiW!f:Of.Mdi@nt Dan Shipp -Southwestern Bell Telephone Mark Person -Gibson and Associates Mark Brandenburg -Columbus Realty Trust Jim Quffy -Columbus Realty Trust G:IPROllOI2013011BNOI02.1
lOC 
HUnT-ZOLlARS january 2. 1997 Mr. Bryant Nail Columbus Realty T11ISt .., 15851 Dallas Parkway Suite 840 􀁄􀁡􀀮􀁉􀀱􀁾􀀮􀀠IX 75243 RE: Addison CiIcle Phase 1Public Infrastructure Sidewalk
Damage HZI Project No. 01-2013..01 Denr Bryant: Huitt-Zollars has measured the sidewalk in need of repair as identified in the field by Mr. Bruce Ellis with tb(j ToWn of Addison. Mr.
Ellis denoted three categories ofdamage which are "R&R" indicming sidewalk tbat requin:s replllcement as soon as possible due to tripping ba:zards, "C" indicating sidewalk which is cracked
but can wait until Phase IT collSlrUct1on WKI "SWB" indicating sidewalk repair which is the responsibility ofSouthwestern Bell Telephone. The following is a tabulation ofthe quantities
and the total cost for removal and replacement at the cummt contract unit prices. "R&R" -Remove and Replace Total •'R&R" ITEM UNIT QTY CONTRACf PRICE COST Remove and Dispose of Ex. Concrete
Sidewalk Sy 155 $5.40 :1;837.00 4" 3000 PSI Reinforced Omcrete Sidewalk SF 1,395 $2.80 $3,906.00 M.743.00 (HPROrol20131)llBNU 102.1.11\ 
Mr. Bryant Nail January 2, 1997 Page 2 "C" -Craclo:d (To be replaced dwiDg Pllase D) ITEM UNIT QTY CONTRACf PRICE COST Remove and Dispose of Ex. Concrete Sidewalk Sy 86 $5.40 $464.40
4" 3000 PSI Reinforced Concrete Sidewalk SF 774 $2.80 $2,167.20 Total "C" $2,631.60 "SWB". Sontbwestem Bell Telephone ITEM UNIT QTY CONTMCf PRICE COST Remove .md Dispose of Ex. 􀁃􀁯􀁮􀁾Sidewalk
SY 26 5.5.40 $140.40 4" 3000 PSI Reinrorced Concrete Sidewalk SF 234 $2.80 $655.20 Total "SWB.. $795.60 Please note that 576 SF of sidewalk repair marked as cracked is beyond the timits
of Plwe II colIStruction and has therefOre been included in the "Remove and Replace" Clltegory for the above tabulation. In a letter dated November 8, 1996, the constIuction team requested
that Southwestern Bell Telepbone be re$ponsiblc: for 113 of the total removlli and replllcement costs. SwaT bas since Stared thaL they did not C<1WlC the dmnage discussed in the previous
letter and do I10t intend to PIIY Cor any repairs. The collllttUction team should, however, request th.at SWRT pay for or repair the sidewalk specifically noted by the Town as being
their respollmbility which is 234 SF near ofjust north ofMcKamy Avenue. As a result, the cost responsibility appears to be lIS follows: Columbus Realty Trust $2,371.50 Gibson & Associates
52,371..50 SWBT $ 795,60 TOTAL COST $5,538.60 Q:\P!tOJ\Q! 20!)!lI1111'10 I02.00c 
Mr. Bryant Nail January 2,1991 Page 3 Please call ifyou have any questions. Sincerely, HUITI-ZOLLARS,1NC. 􀀵􀀿􀁾􀁴􀀺􀁾􀁾􀀠David E. Meyers, P.E. OEMlpsp I:C: Jobn Baumgartner, P.E.• TOWlI
ofAddison Dan Shipp. Southwestem Bell Telephone MaJk Person· Gibson and AssoI;iate:s Mark Brandmburg· Columbus Realty Trust Jim Duffy • Columbus Realty Trust {i:\PROfflIZOIJUI\UNOI02.00c
I 
Il[C'fJ JAN 02 199'-􀁾􀀠HUITT:ZOLIARS Huitt-Zollars, tnc. /3131 McKinney Avenue I Suite 600 ILS 105 JDallas, 1exas 75204·2489J􀀲􀀱􀀴􀀱􀀸􀀷􀀱􀁾􀀧􀁴􀀠/FAY.. 2141871.('J757 December 30,
1996 Mr. Bryant Nail Colwnbus Realty Trust 15851 Dallas Parkway, Suite 855 Dallas, TX 75248 RE: Addison Circle· Bosque Park Schedule HZI Project No. 01·1822·13 Dear Bryant: Please review
the following schedule for the 􀁂􀁯􀁾􀁱􀁵􀁥􀀠Park design and biddiog which has been revised based on comments from the design team and the Town of Addison: • September 24th· Council
Approval of Concept Design • September 30th through November 23rd • Preliminary Park Design and TUB Review of Electric Vault • November 24th through December 20th· Town Review of Prelimioary
Design • December 23rd through January 24th • Respond to Town Comments and Incorporate Electrical/Structural/Civil Design • January 27th through February 7th • Final Town Review February
10th through February 21st· Respond to Town Comments • February 23rd • Advertise for Bids • March 14th . Bid Opening • March 25th • Award Bid April 7th . Begin Construction Please call
if you have any questions. Sincerely, DEMlpsp cc: Paul Shaw· Newman, Jackson & Bieherstein John Bawngartner· Town of Addison ': Slade Strickland· Town of Addison G;\PR,OJ\O t 182213\BN
123095.LTR 
HUITT-ZOLlARS flfC'Q JAN 02 􀀱􀀹􀁾􀀠Huitt·Zolfars, 1nc./3131 McKinney Avenue /Suite 600/LB 105/CaJlas. Texas 75204-2489/214/871-33111 FAX 214/871.(1757 December 31,1996 Ms. Cannen Moran
Director ofDevelopment Services Town ofAddison P.D.Box 144 5300 Belt Line Road Addison, Texas 75001 RE: Final Plat!Addison Circle Phase I HZlProjectNo.01-1932-01 Dear Ms. Moran: As a
follow up to a letter dated September 19, 1996, we would like to inquire about the status of the Addison Circle Phase I Final Plat. Huitt-Zollars is prepared to submit the :final plat
as soon as we are ipformed of the resolution to the issues noted in the above mentioned letter. We have resolved comment #2 however, as noted in the previous letter there are some discrepancies
regarding the appropriate language on the plat between the City Attorney and Columbus Realty's attorney, Mr. Mike McWilliams. We have been advised by Mr. McWIlliams to address the comments
as noted below and revise the plat accordingly. The Town's comments are in italics followed by the response just below. 1. The follOWing note shall be added to sheet one: The use ofthe
"private utility easements" shown on this plat are subject to the terms and conditions set forth in the street licenselrental agreement between Columbus Realty Trust and the Town ofAddison
recorded in Dallas County Records Volume _ _ Page__. There are no longer any private utility easements on the plat, therefore the note referencing them does not apply and should not
be added to the plat. 3. The last paragraph onpage 3, shall be deleted It reads: All parcels conveyed or dedicated to the Town ofAddison by virtue of this plat are subject to the provisions
ofthat certain "RESERVA110N AGREEMENT" between the Town ofAddison, GaylordProperties, Inc. andAddison Circle One, Lid dated 􀁾􀀠1996 andrecorded in Volume Page ofthe deed restrictions
ofDallas County. G;\PROMll93201ICMl231.LTR : J TUSffrll Omario JSan Clemente 
Ms. Carmen Moran December 31, 1996 Page 2 It is Mr. McWilliams beliefthat this paragraph should remain on the plat but that it should read: All street right-of ways dedicated to the
Town of Addison by virtue of this pIat are subject to the provisions of that certain "RESERVATION AGREEMENT" between the Town ofAddison, Gaylord Properties, Inc. and Addison Circle One,
Ltd. dated _ _, 1996 and recorded in Volume Page ofthe Deed Records ofDallas COWlty, Texas. Since our last correspondence, the Town coWlcil approved the name change of Mildred Street
to Addison Circle, however, we are not certain of when this change is to take effect in the public sense. Please notifY us ifthe pIat should be revised to reflect the street name revision
to Addison Circle. Once Huitt-Zollars is notified of the agreed upon language to be on the face of the pIat and we have received the volume and page numbers of the relevant documents,
we will be happy to expedite the submittal ofthe final version fur approval and recording. Thank you fur your assistance in this matter. Sincerely, HUITT-ZOLLARS, lNe. 􀂷􀀲􀀧􀁴􀁌􀁾􀁦􀀱􀁾􀀠DEMlpsp
cc: 'I6lm'B8iimgafiner, P;E.;Town ofAddIson ! Bryant Nail-Columbus Realty Trust Mike McWilliams-Wmstead, Sechrest & Minick John Hill-Cowles & Thompson (J,'l'RQi;)11932<l1\CMl211L1R 
HUITI􀁾􀁌􀁉􀁁􀁒􀁓􀀠 Huitt-Zollars, Inc! 3131 McKinney Avenue /Suile 600/La 1051 Dallas, Texas 75204-2489/2141871-3311/FAX 214/871-0757 March 27, 1997 Mr. John Baumgartner Town of Addison
Public Works P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase! Public Infrastructure Alternate Street Signs HZ! Project No. 01-2013-01 Dear John: Columbus Realty Trust would like
to use an alternate street sign post as shown on the attached graphic by RTKL. They will use the standard city street sign with a wing bracket attachment to the post as shown On page
22 of the SA-SO catalog. The finial would attach to the post similar to the post caps shown on page 22 of the SA-SO catalog. The fmial would be manufactured with aluminum material and
painted gold. We propose the use of a 3" 0.0. hot dipped galvanized post painted black, per manufacturers recommendation, to match the street lights. We propose the post foundation installation
and triangular slip base detail shown on TxDOT standard detail sheet SMD (1-3) "Pipe Mounting Details for Small Roadside Signs". The stop signs would be mounted to the post using mounting
clamp details from TxDOT standard detail sheet SMD (1-2). There are six locations on sheet 17 ofthe plans that we request the use ofthis alternate post and mounting hardware. Ifthis
alternate is acceptable, please provide us with the amount ofextra posts, brackets and mounting hardware that will be required. We will have a meeting with Gibson & Associates to initiate
a change order process upon notification of approval. If the alternate is not approved, we will release Gibson to order the necessary Uni-strut posts and hardware. Thank you for your
assistance in this matter. Sincerely, HUITT-ZOLLARS, INC. A:,ci􀂣􀀺􀁦􀁊􀁉􀁾􀁴􀁙􀁦􀀠David E. Meyers, P.E. DEMlpsp cc: Robin Jones -Town of Addison Bryant Nail -Columbus Realty Trust G:iPROM1201JOI'JBO
J1797.L7R Dallas! Fort Worth I Houston I E1 Paso I Phoenix I Tustin IOnlario 
• 􀁾􀀭􀀭􀀭􀀭􀀭STANID STREET SIGN /._#' 3' STANDARD , £S! iii 'Ai POLE 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁩􀁩􀁐􀀬􀀽􀀺􀁟􀀭􀀭􀀮􀀮􀀭STANDARD STOP SIGN "" PAINTED GOLD FINiAl ........1----STANDARD
STREET SIGN PLAN VIEW SCALE: 3/4" III 1'·0" __ , 􀀯􀁾􀀭􀀭􀀭OPEN STANDARD STREET SIGN. 􀁾􀀠􀁾􀁃􀁉􀁅􀀹􀁒􀁏􀁬􀀺􀀺􀁮􀁾􀀢􀀬􀀠\,IlifE ea. iI.t '9 J! qII;! 1&[[ Eli 4E STANDARD STOP SIGN 3'
STANDARD /.... '"11 • \ POLE PAINTED TO MATCH UGHT POLES AND STREET FURNITURE ..: ,;' ...... 1-----PAINTED GOLD FINIAL , 1------STANDARD STREET SIGN ----.......---ADDISON CIRCLE STREET
SIGNS SCALE: 3/4" == 1'-0" 
• 5"'" wide bracket protects against wind warp • Use with 6" or 9" super size etreet assemblies Post cap is for 2'1," OD post. Plate holder on both brackets i. 511z't wide. Set screws
included. Descriplion I_No. Price ea. Post Cap 90' Bracket 45Q426 } 450427 $10.35 Wing Brackets • Mount to existing posts in congested areas • Standard 14" or heavy duty 24" of support
ensures stability • T·beam design eliminates end drilling • For flat or extruded sign plates Wing brackers fit extruded and flat plates. Bolts or straps to any size pole. Heavy duty
bracket provides horizontal support 24 inches along the blade. A wider contact area where bracket mounts 10 pole and acconunodates up to three bands of steel strapping. Strapping for
us. with this bracket is sold on page 8. Fasteners are 'II;;' set screws. I Wing 8racket...........................................................03Q023 $14.55 ea. Heavy Duty Wing Bracket...........
...........................03Q283 $29.95 ea. Polished Die-Cast Aluminum Brackets The hardware is all.mooth. die<aJlt aluminum. Set screws are zinc·plated A. Post cap for 2J,," OD (outside
diameter) post Set screws included. ..............:..............................................................."'45Q410 $6.85 ea. B. 90' bracket for street name assemblies. Set screws
included . .................................................................................45Q411 $6.85 ea. C. Post cap for 3" OD (outside diameter) Pl'Sl Set screws included. ......................
.........................................................45Q426 $10.35 ea. D. Bracket for all U-channel posts. Set screws and hex-head holts included..................................................
............450419 $6.85 ea. E. 45' bracket. Also works as 180' bracket. Set screws and 11 round-head holt and nut included ..................... 45Q412 $10.35 ea. : ,-------------------,'
Stainless steel strapping and other sign hardware. 9 page ORDER BY PHONE 800-527·245022 HARDWARE I BRACKETS 
-Attach flat signs to 2'/.'· 00 posts without drilling • Economical but strong extruded aluminum • All mounting hardware Included Aluminum Bracke! ••...030154 $7.501pr. Brackets for
2"/a" OD Posts • Order double bracket for back·lo-back signs These brackets are made of zinc-coated steel. The single bracket includes: 2 Ubrackets. 2 U-bolts. 4 nuts and 2 hex-cap screws.
The double bracket, for back-toback signs, includes: 4 U-brackets. 4 bolts and nuts and 4 􀁨􀁥􀁸􀁾􀁣􀁡􀁰􀀠screws. Single Bracket ..•....030165 $7.501pr. Double Bracket •.....030166 $11.50fpr.
• Zinc-coated steel for strength and corrosion resistance -Adjusts to fli 4-12" posts • 10 pairs per carton Buclde Brackets ....•.030140 $11.9Slpr. Back-To-Back Installation Clamps •
No need to stagger brackets 􀁄􀁩􀁥􀁾􀁣􀁡􀁳􀁴􀀠aluminum won't rust. Complete astembly includes: 4 clampsi 8 nuts and bolts, and 4 washers. Sign Clamp ....................030243 $11.50Ipr.
Bracket for 3' 00 Posts (25 pair) ." ............03Q149 $6.sO/pr•. Bracket for 􀁾􀁉􀀢􀀠00 00 Posts (25 pair) ...............030150 $6.501pr. ''Steal· Proof" 23fa" OD Post U-Brackets
-Can only be removed wilh bracket tool This 6063-T6 aluminum bracket improves sign security with its J/It,xIS'/l" theft-proof steel-zinc cap screws. Tool required. Single U-Bracket ••.....030034
$13.9Slpr. Tool .................030036 $4.501e•. Band·it Strapping/Clamping System • The fast, easy, versatile way to clamp 􀁾almost anything • Easy Scale Band eliminates waste ""d
tricky 􀁩􀁾􀁾􀀡􀀻􀁾􀀽􀁾􀀢􀀧􀀹􀀠measuring.,,; • Use tbe Bond-It Tote again and again. • New, impr6ved Cool Tool makes clamping faster and, easier. 8 SIGN I TUBULAR POST ACCESSORIES For
securing hoses. pipe.sl poles, cables and solving a score of other clamping problems, the Band-!t system is the excellent answer. Provides secure clamping for a variety of shapes in
diameters from 'I," to 30". Easy Scale Band: Take the guesswork out of clamping. There's no waste or complicated measuring. Patented imprints on the stainless steel band make it so easy.
Just count out the same number of diamond marks as the diameter to be clamped, in inches, add 2 maries, and roll out the precise length needed. 200' per roll of 'I," banding. Band-It
Tote: Here's a handy, waterproof carrying easefor Easy Scale Band. Easy to refill from banding carrons, the winding mandrel makes coiling and recoiling foolproof. Holds a full 200 roiL
. Cool Tool: The band-tensioning tool is now even faster and easier to use. New blue epoxy finish makes it virtually impervious to impact, chemicals and the elements. Spring-loaded gripper
lever improves band tensioning. Description Itom No. Tote wI 200' of 'Ii" Strapping Band 03Q275 Tote only 030276 'Cool TooF 03Q025 One-Bolt Bracket 030028 One·80lt Bracket (sides flared)
030024 Strapping Band, 200 ft. 030033 Steel aips 030031 Price $79.95 ea. $15.95 e•. $115.00 ea. $3.50ea. $3.50 ea. $66.5OIro1l $29.95 boxl1 00 ORDER BY PHONE 800·527-2450. 
MtlIMUM 6' MINIMUM ROAfJNI!I( WITHOUT SHOUI.DER ROADWAY WITH SHOUJ.OER EXPRESSWAYS OF! FREEWAYS RURAl.. CONVENTIONAl. HIGHWAY RURAl. CONVENTIONAl. HIGHWAY WITH UNMOUNTABLE CURB LATERAL
ClEARANCE OF SMALL SIGNS TO THE RIGHT OR LEFT SIDE OF ROADWAY Section X-X SLOT TO tfO!,DHfAD OF $I1S-SQ, HtAD 8OLT. nil; eol.T$HA1.l. !lEi , .. LONG F08 M£'I'AI.. SiGNS ANO itt I..OHG
FOR I'l.'t'WOOO 􀁾􀁏􀁈􀀤􀀧􀀮􀀠mfH,uu. 􀁔􀁈􀁉􀁉􀁅􀁁􀁏􀁳􀀮􀀢􀁉􀁯􀁴􀁴􀁄􀁐􀁯􀁉􀁾􀁁􀁈􀁄􀀠OA,LY, S1"Ul. QIt 􀁯􀁁􀁕􀁉􀁾KU'-\..OC.QtG HlElC MEADIIUT. 'I'M( 80lt HEAD IlU$T HOT l"Ub: .. StDl'.
Section Y-Y Pipe Clamp Casting PIPE ctAlF CASTlliG SHALL lIE AUQlIHUN ALLOY _.0 !lit 356.Il-F. ALL SIGN PIlUIITIIIO CV/!P PARTS HI!! IWIE FJIIJI AUQllftll'! SlIAllllE GALVRlIID STEEL
IN CQlFIlI!PW;C£ Will' ASTlI AlS3 OR STAINLESS SlEEL. U-Bolt UfIOLT TO If: MADE Iff ACCORDAMt! YfJ'llt STANDARD IllAHUFACTURIHG PROCEDURE. ttrr I)tA..STOCK lS"ERMIlSIBt.L N!I£lUCAH STAHOARD
REOUt.AR $lJIJ.R/'IISKID )l1X. MJ'TS • SJl'A:IHQ t,OC;XWA.SHIR&. Dimensions for Mounfing Clamp Slondord A B C 0 E F G K L R.Pip< Size I.!.-􀁾2f: ,-It £-" l:o 2• 1' {t-57,• .. iii ..
3Z 54 I..!..-􀀳􀁾􀀭2i\' I' IT/7_ ,-s. 2&-n. il-• iii i!i • .. Z· ,J.' 2J.-,.I.' ,.I.-1-J.. " 2Jl-It-I ,1.-• • , • •• •• • 2.1-41.· 3lo-2' 1.1.' .I.-lo' I-3J.-,.!l!' 11'z • • • z • 16
,. 3' 4;" 31. 21-" 'i' t' " "13!f-..􀁾􀀠,tt􀁾􀀠Rt. 􀁾􀀪􀀠: .!i!.-!•• 11.-i.. ,l.-.. ,t'" NIJIES, 1. EXCEPT AS 1I01£lI, ALL CIDl!AI(C£S 1Iff'lY TO BD1I! RURAL RID URBII! lOCATUiiS. 2.
6E1iEilALlY, liIIEEE PHYSICAl fUTUE OF THE ROAD\IAY WILL PEOOT. /lAX11\IJ!I LATWI. IlfARAIIC£S ARE THE IIIIiiE I:6IIW!LE. RII! FROIfTAEE ROADS, IW!PS AND IlllIER CDfi-HECflItG IIOAIJIIAYS,
LESSElt ClEARANC£S HAY BE lISED. SlIT 6E1iERAllT MI!! lESS 1HM SIX FEET IS IlECOMH!IElI BE11IEIJi THE EIIGE Of m: TRAVEUIAY AND m: EDGE OF THEVERTICAL CLEARANCE OF SMALL SIGNS SIGN.
AT IlITE!ISECTlllItS. SIGItS SI!OOtJ) BE POSITIONED IN THE IflST tFlllII1t LOCATIIIl fOR VIElI1HG BY TRAFFIC.AlL TYPES OF ROADWAYS 3. HIIE IlECESSARY. AN AUJl/Al!LE KIHII\IJ!I CLEARANC£
Of TlI!I FEET //IIY BE USED 1M IJIIIIIjj LOCATlOllS 011 axI\'EH-Haw. HIIiftlAYS. q, HRE A SIGN IS TO BE lOCAl£lI BEHIND GU.l.Il!lAAIl.. m: A!J.OOBI.£ "181111J1 CLEAIWlC£ HAY lIE USED,
KEASURED FRm THE FACE Of m: _IL TO THE NEAR EDGE Of THE SIGN. S. LAlERAL Cl£AAAi!CES OF SIGNS IIOIJIilED ('M LEFT SIDE Of IlIlAIIIIAY AJ!£ THE SANE AS SIICMI ABOVE WERE sPACE WILLeApprn.
BoIII..t:lIIIgDI _ 􀁾Size PERIIIT • r.zt-􀁴􀁩􀀭􀁾􀀠1'"zi-􀀬􀁴􀀭􀁾􀀠 zt, 2". 21' zt"4 􀁾STATE DEPARTMENT OF HIGHWAYS . AND PUBUC TRANSPORTATION'If-".SoH l.ent;th. to be od'}uIIred II)
m fWd c:onditiont. PIPE MOUNTING DETAILS FOR SMALL ROADSIDE SIGNS SMD(I-2)Typical Detail of _,.._ct􀁟􀁄􀁉􀁉􀁦􀀨􀀬􀀮􀁾􀀧􀁊􀁬􀀡􀀺􀀠 ..n•• 􀁾-􀀧􀀭􀀺􀁴􀁦􀁢􀁯􀁟􀁾􀀠and 0ftJ porent sign 􀀨􀀭􀁾􀁩􀁳􀁾􀁬􀀠bes
e. for liP< 'I)' MINIMUM OR EDGE OF USABLE EXPRESSWAYS OR FREEWAYS WITHOUT CURB OF! WITH MOUNTABI.E CURB 
TIILI.Jta\.LUlIUP USE IIOTO: THE UF11HQ DIVU ....v COII$IST Of' WEI.Dm IIAIIW'S OR ... ,o"""HII'maf ........ CONICAL IHoU"f FORMED IIfTO TIl( r;;utIPI. 01' THE SOTTOII : Prim<>')' ';:;L1,-.,.:f_____(
Tap of sign or marker _aTE; __I' 1EriED.1'OOTDIG IHALL. PlAIIlIIII'11Ioa T -....,p..-..... 1::"1 .. 􀁾􀀠:􀁉􀁉􀁾􀀠"5! ! • I I. .."a a 􀁾􀀠Ftm6stie L : r: FOoling 5' if 0 Stop SpIce I
u::l '" fLJ 10 '" 1&:'1 BREAKAWAY PIPE COLLAR COUPLING IOIPE CCLI.."R COUPLING SHALL BE USED FOR ALL SIGNS SUPPORTED ON T' cr:::J3 GI:IJ __ Head Nul ===:::JWosher Sign Post a Stub Post
Elevation TRIANGULAR SLIP BASE NOTE -THE BEVEL END SMALL BE TANGENT TO THE SOLTHOLE. AJf'I MISALIGNMENT SHALL BE REMOVED BY ORINOINO. FACE OF BEVEl SHALL BE. FINISHED TO ... MINIMUM
SllOOTHMESS Of f· 5DQ. 􀀭􀁾.......1:"'..... !moL' hol0J in lhe bottom p'" wiItIin the inside radius of !he srub Sf tor p. cIroinooe 3" 3" 10 " A-A i"!PX2t" liS. Hex. Ball [3 required,wilh
3 washers each) "-CD ........... (!) THt TOP I'I.ATE 0#' THE lItLlNCWLAllIIJ' u.u: SMAU. HAVE TIl( 5AMI! £IC'1'PI)A DMEMSIOIIS AS THE 􀁾P'UIfL TIl( ....-rwo 0EVICl SMAU. BE A I'IUIT
OI'THE 􀁾PLATE ONLY. A HOU lCIIJAL 10 TIl( .aIIDI DIAIIlTEII 01' THE IaGM ® ALL STIIUcnJIW. nea SMAU.. 􀁾􀀮ACCOIII' IfIO THE f'OI..M1,UDL ALL IIIIR. MMJ'1I, AIm -sHEIlS 10 " pipe mounl
• Oirecticl'l P'DIT SMAU. IE CUT THltDUGH THE IXIITtR 01' THE TOP PLATE WITH THE HOLI. EDG aYU.ED AI DEfAllBL <D THE 'fOIl AM» 8DTTCIII PSI PLAT£S AM) l.Fnm DEVICI SHAU. CONFORII wnH
THE REQUIREIIf.lIfTS Of A.S.T..III.,.,UI.......' 011 10172. GRADE IQ. OAIIICE WITH ASTII ... , U. THE an. SUfPOIIT SNAU. • QA1IMNIZD) FI'IOM THE TOP ClOWN 10 A .........0IP1'H Of' SKA1L
a GAllo'.uGm ., • '''0" wmt THE 2JJIIC SNCIfICAnOIiII 01' ASTII MN. eD ALL ItIGHStIIEJ(G1'H ...n 􀁓􀁍􀁁􀁕􀀮􀁾1O.uru..t.328 IAST-.MI MIt:t a suannrrmPOR.foSIM.A3281'ROVDED PIIOPBIIOIl'"
HEAO. NUT AImtOII .sHEJt CI.£\AUU:O ARE Mo\IIf1".UIEDI. AlL J.atf StIIEJ(G1'H fIIUft au.u. 8!. Of' WCH CUAQ'T't AS TO DE'i!I.OP'lHE lOll'" 􀁾􀀠1. AISBIR! 1'OST1O sn. WI1IIIOlTS.um WITH
DIll" fUT WASHDI 011 eAQt ...T IIE1WEDf !'LATES AS IHOWK. :to SHM AS RmUIIED TO P'WIMI POST. :a. nmnDI ALL 1oOLl'S THE IIAXIMUII POSSaLE wmt 12· '11) U· WIIEI«::It TO lIED WASHSI$ AICI
SI..s AtcD TO CLE.IH aoLT THRUoDS., THEN LOOSEN EACH BOlT .. TUItH &JID ROUnDI 1IOLl'S IN A STliTUIATIC OfIOER TO THE f'II£SaIIBED 1lJIIGUE 011 410 lICKI'OUIDS. 00 MOT 0VEJnJmnEJI. C.
IIIIIUII THIIUD$ AT .ucnoH wmt NUT USIIIQ A CBf1ER PUNCH TO......,""'...-. N \.. SHIM DETAIL FURNISH 2-.0'T't THIQt AHO 2-..D32""1 THICK SHIMS PER 􀁾􀁲􀀮􀀠SHIMS SHALL BE FABRICATED FROM
BRASS SHIM snxx DR STRIP CONFORMING TO A.S.T ..... -8lI6.. 􀀢􀁾􀀠.," 􀁾􀀠,.. Bolt Keeper Plate Detail 􀀭􀁾􀁩􀀽􀀺􀀺􀀻􀀺􀀻􀀽􀀽􀀺􀀻􀀺􀁾􀁾􀀻􀀺􀀺􀁾􀁾􀀽􀁾􀀮􀀺􀀺􀀮􀀬􀀢􀀬􀁓􀀮􀀽􀀬􀁔􀀭Eof Traffic:
TOP VIEW The cross-mn of the p:pe m:U1t should be paraUei 10 one side of the triangular sip bose, and approximalely perpendicular to the direction of traffic .. ORIENTATION OF TRIANGULAR
SLIP BASE q􀀺􀁌􀁟􀁾􀀮􀁉􀁉􀁊􀀮􀀠I I 􀁾􀀠:: 1.1. . 􀁾.. 0Permissible Shop Splice 􀁊􀁉􀁾􀀠􀁾􀀠I'II ::IConcrete rt) 􀁾􀀠;'·INon-reinforced _I.!: 1􀂷􀀮􀁕􀁾􀀠_, "-1 r. Fooling 􀁾􀀠􀁌􀁟􀁌􀁾__.,
'" I1'-0"1 DiD. Triangulor Slip Bose Foundation Details TRIAHGULAR SLIP 8ASE SHALL BE l.ISEO FOR SIGNS SIJPPORn:O ON T DIAMETER AHD LARGER"P'f POSTS. DOIQM CCIN'OIUIS wmt A..A.a.H.T.o.
􀁾􀀭􀀮􀀮􀀮􀁳􀁦􀁭􀁮􀁉􀁅DDDt AM) COMSnIIUCTIOH 01' SIIIUCT1.IRAL SWPCIIT!ii FOIIImHWAY liliiii. MAn:MAL AM) P"Al:lllCATIDN SKA1.L CONFDIIII '11) ,...",., Of'THE 􀁾􀁔􀁉􀁏􀁉􀁉􀁌􀀠wtIEIII"IOU:IIIDCID!NCOI
EXttICI TWO FUr _1tfIO THE IIOCK... Parollel'. edge of road P;pe CoI5@.SignPbsI jSiondord Threaded Coupling , ___" 'Jod<_. Weld , Weld , , ToO. Welds 10 be 􀁓􀁴􀁣􀁮􀁘􀁲􀁤􀁾􀁁􀀠approx.
180·aport 􀁾Threaded ?;po < Collar Coupt; Secli.., A-A " e 􀁾Shal 􀁾􀀠Rush or.. 􀁾􀀠Projectng a I1'ICIXJI'IUJ1 Of "4 _I 11:'1 Cmaete • -Pr<Nide hales in crass-arm far galvanizing drainage
􀁾􀀠􀁛􀁬􀁾􀁾􀀧􀀢􀀠Post Tee Mount Support Frictian Cap ___--t.-l (See Nate and Detail) End---1 Uprign -arm Cri"" and trim past to fit diameter of cross 􀁾􀀭􀁾􀁡􀁾􀁲􀁭􀁾􀁟􀁌􀁁􀀢􀁬􀀭􀀧􀁚􀁘􀀢􀀠de
holes in cross for galvanizing drainage ProwFork Mount: Support J I OPTION MAY FURNISH STAJIIDARO WElGKT PIPE DR ANY OtHEil STAN. OARD WEIGHT STEEL PIPE.. EITHER OF ELECTRIC RESISTANCE
WlLOl!D OR YIELD STRENGTH Of 3&.000 PSI AJIIO A MINIMUM ELONOATION OF 15 PERCENT IN 2 INCHES;-.....O SHALL HAft OUT· ....E EQUIYAU-NT TO OR THOSE SPECIFIED HEREQN. OF WELDABLE QUALITY.
PIPE MOUNT DETAILS: HE CONTRACTOR AT HIS ONFORMING TO ASTM SPECifiCATION A·S3B. A·501 EAMLESS TYPE. WITH A MINIMUM IDE DIAMETERS AND WAU THICKNESSES WHICH IEn"ER THAN LL PlPf:S TQ BE
WELOEO SHALL BE WELDED TCSSBAFriction Cap Details NOTES: led Gnnp.,_pipe GO. FRICTION CAPS ....Y liE MANUFACTURED FROM untER HOT ROL.LmOR COLD ROLLED STEEL SHEfTS. FOR ALL PIPE SIZES
TIlE MINIMlaI SH&T METAL TlIICJCNUS $HALL 8E 24 GAUGE. THE Rill EDGES SHALL BE REASONABLY S1'MIOHT AM) SIIDDTH. CAPS SHALL BE Sl2m AND FORMED IN SUCH A MANNER AS TO P'ROOUCE A ORiVE.QN
FRICTION FIT AND HAVE NO TENDENCY TO ROCK tlHEH SEAlED 0IIII THE PIPE.. THE DEPTH SHALL BE SUFFICIENT TO GIVE POSn1YE PAOTECI"ImI AGAINST ENTRANCE OF RAINWATER. THEY SHALL BE fIIEE OF
SHARP CREASES OR INDENTATIONS .....D SHOW NO EVIOENC£ OF ..ET ..... FRACTURE. CAPS SHALL HAVE ..... EUCTJIODEPOSITED COAT1MJ Df ZDIC IN ACCORDANCE "ITH THE REOUIFIEMENTS OF A,S.T....
go£CjFJCAnDN A1M, TYP.... 􀁾STATE DEPARTMENT OF HIGHWAYS 􀁾􀀠AND PUBLIC 􀁔􀁒􀁁􀁎􀁓􀁲􀁾􀁒􀁔􀁁􀁔􀁉􀀧􀁬􀁎􀀠PIPE MOUNTING DETAILS FOR SMALL ROADSIDE SIGNS .&_0.0.1(, ".78 SMD(I-3) 􀁾.. ".1-81
LIn"'HC tclJNll' i-B2 6 -
􀁈􀁕􀀱􀁔􀁔􀁩􀁬􀁬􀁾􀀠Daflu • FtJI1. Wmrh • HO/llk", • El plUII)' • 􀁰􀀬􀀬􀁾􀀠• TWII'Ir • Onrtuio • StIll a.fMllIe FACSIMILE TRANSMIITAL Fax No.:________Date: !Jall'17 H-Z Proj. No. 0/2.01
:gel No. 􀁑􀁦􀁐􀁡􀁧􀁡􀀺􀁾􀁊􀁾􀀭􀂭(lDcIudfDg CoVCI' Sboe.:r) TO: BfllA#T )..\"'1(...-􀁃􀁾􀁍􀀢􀁉􀀾􀀠7"0 ""'!o1'2:.q rnfttU. 􀁾􀁾􀁾􀁴-&Rt.*<If4.o ""'l;t\1ol 􀁾􀀱􀁴􀀧􀀶􀁾blW'lI 􀁎􀁉􀀶􀀯􀀣􀀺􀁊􀁾􀁥􀁴􀀨􀀮􀀮
􀀠-/Vdl.Jd4 4$0-zsn o URGElII"T 􀁾􀀠For Your Review 0 Please Call Upon Receipt 0 OIig. To Follow By Mail SENT BY, TIME: DATE: 11._ hod "'" ,..-........, tIv ,_.r.....,.;!Tnl. fIo..s<
􀁾􀁡􀁣􀁬Mt. J _ _ .,. "'" _""'-""_"'-..-••-.􀀢􀀬􀀭􀁲􀀮􀀮􀁉􀀭􀀢􀁊􀀭􀀺􀀧􀁾􀀧􀀱􀀮􀀠lIn '/!I-, .... 3131 McKinMy A_ • Suiu!6fJI) • DalllU, TI!X.QS 75204· (]U) 87J.J1ll • FAX (lU) 871·f)757

GIBSON & ASSOCIATES, INC. 11210 RyfIoe.... P.O. Box 10057111 Balch SPrInG', T•••• 􀁔􀀵􀀱􀁾􀀷􀀹􀀠􀀹􀁾􀁔􀂷􀀢􀀸􀀸􀀠FAX 􀀸􀁾􀀷􀂷􀀧􀀵􀀵􀀲􀀠•I luI> 􀁾􀀧􀀮􀁦􀁍􀀮􀁮􀀡􀀡􀀠RPrFTVl"]) March 27,
1997 _31 1997 Mr. David Meyers Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Re: Addison Circle -Phase I/Public Infrastructure Dear Sir: In regard to the cons·truction
milestones for the above referenced project per the specifications. We were to have completed the sidewalks and street scape around Building' "A" by March 6, 1997 (or as may be increased
due to conflicts adjacent to the building). As everyone is aware there are definite conflicts with this work due to the delay's on the building constJjUction which to this date still
does not allow for us to move in and start our sidewalk work. Today I visited the job site and observed that Columbus is making substantial progress at this time, and anticipate our
􀁳􀁵􀁢􀁣􀁯􀁮􀁴􀁲􀁡􀁾􀁴􀁯􀁲􀁳􀀠will be able to move in and proceed with our utility wprk in the the next few weeks. This letter is just to serve as a friendly notice that the 􀁤􀁾􀁬􀁡􀁹􀁳􀀠to
our completion time for these milestones have been 􀁳􀁵􀁢􀁳􀁴􀁾􀁮􀁴􀁩􀁡􀁬􀀠and beyond our control. We do not expect anyliquidated damages on this project but just wanted the record to
show that passing these milestones was not do to any inefficiency or lack of manpower on our part, 􀁷􀁾􀀠are looking forward to re-mobilizing on tbe project in the near future and completing
our contract in a'timely manner, but the following are a a few issues I would like to address: 1) Since the park is not being constructed at this time, we are going to have to inslall
some of our utilities for the irrigation and street lighting in areas where we will not be able to place the sidewalk over them for a while. This concerns me since the park construction,
whenever it begins will have heavy equipment crossing over ·these utilities withoul the protection of a concrete sidewalk base. 
Mr. David Meyers, P.E. Page -22) The sidewalk direct.ly nOl:'th of Building "An will be built in this next phase and there is no wall per our original plans to hold the pavers in place.
You are looking at an alternate design to hold the pavel:'Sin place and we will discuss this alternate with you when you complete your study. 3) We will need to install and 􀁥􀁮􀁥􀁲􀁧􀁩􀁾􀁥􀀠the
irrigationcontroller when we re-mobilize so one can start watering our trees and gl:'ass before the dryer, hotter weather effects them. so we are requesting that yousupply uS with an
exact location for the controller and relay to Columbus the need for a permanent source of power hefore we re-mobilize. If there are any questions regarding this matter, please call
me. Very truly yours, GIBSON &ASSOCIATES, INC. Mark Person Project Manageit' MP/ms 
REC'D MAR 071997 HUITT-Z()LIARS Huitt-Zollars, loc./3131 McKinney Avenue /Suile 600 I La 105/Dallas, Texas 15204·2489/214/871·3311/FAX 214/871-0757 MEMORANDUM DATE: March 6, 1997 RE:
Addison Circle Phase I Public Infrastructure FROM: David Meyers, P.E., Huitt-Zollars, 􀁉􀁮􀁾􀀨􀁴􀁶􀀠TO: John Baumgartner, P.E. Town ofAddison Lynn Chandler Town ofAddison On Tuesday,
March 4,1997, Bryant Nail decided to use the Town's standard blue street sign for the Addison Circle Phase I project. I am preparing to request a resubmitta1 ofthe shop drawings from
Gibson & Associates for the street signs, however, some clarification is needed on the following items pertaining to your sign specifications and block assignments. • It is my understanding
that "Mews" has now been accepted as an appropriate street name for this project. The sign would read "Witt Mews" with no designation above the block number. Please confirm. • Addison
Circle will replace Mildred as the street name and there will be no roadway identifier above the block number. • We need a third street name sign and block assignment for Morris Avenue.
• Should both Paschal Mews signs have the same block assignment? • We only need tvv'O Quorum Drive block assignments .. Columbus Realty is still pursuing the use of an alternate street
sign pole which would be painted black to match the light poles. They are also requesting the placement of a gold painted Addison Circle symbol on top of the post. I will be working
out the details ofthe pole with Columbus and will forward more information in the next couple ofweeks. However, the signs can be released for manufacturing once the above mentioned items
are addressed and Gibson has submitted revised shop drawings. Thank you for your assistance in this matter. O,\PROM12"UOI'JBOJOS.MEM Dallas I Fort Werth /Houston/Er Paso JPhoenix! lustin
I Onlario 
I ! 'r Sampl. sign. ITMildred 􀀴􀁾􀁢􀁯􀀠II Substr.lta shall be flat blade (non-extruded) .080 aluminum. LetbIring is five (S) inch F.H.W.A. series "8" upper and lower case. Suffix and
numbering is two and one-IIalf (2112) inch F.H.W.A. series "S" upper and !ower case. Background shall be 30M High Intensity Blue. All lettering and numbers shall be 30M High Intensity
White. Length of sign shall be proportionate to length of street name. .c/Signs shall be mounted on Unil:strut.Telespar. Pole shall be one and 􀁴􀁨􀁾(1 314) .• inches square by twe!IIe
(12) feet in length. Pole base shall be constJUcted of Unitstrut-Telespar. Pole base is two (2) inches square by thirty six (36) inches long and reinflxt:ed by a sleeve two and one-quarter
(2114) inches square by eighteen (18) inches long. All Unistrut-Telespar pole and base assemblies are composed of 12 gao galvanized steel. Regulatory and waming signs shall be mounted
with the bot!cm at the signs at a minimum height at _ (7) feet and shall be mounted using UnistJUt-Telespar drille fillets . ...:. Slreet name signs shall be mounted using Unistnrt-Telespar
sign m9unting cap (Unistrut Part Number 850Ft175C) and. where applicable. mounting cross street names shall be mounted with a cross piece (Unistrut Part Number 850FL9OX). . No borders
of any kind are used. Mews is not an acceptable roadway identifier. *􀁴􀁹􀁜􀀴􀁣􀀮􀁵􀁾􀀠􀁾S I"'c.c... 􀁾􀀠rl4 (please consider Witt Ln.• Paschal Place. etc.) AlfVrlN..,J,.,.sur 􀁾􀁖􀁾􀀮􀀬􀀮􀀮(.u
, 􀁾􀁾... 􀀨􀁬􀀱􀀮􀁁􀁾􀀠􀁾􀀭􀁁􀁙tk-J The street name signs shall be numbered with the block 􀁮􀁬􀁊􀁭􀁢􀁥􀁤􀁲􀁡􀁾􀀠follows: 􀁁􀁾􀁴􀁴􀁬􀀨􀁕􀁬􀀮􀀧􀁴􀀮􀀠4900 Witt .,,""") 15600 (Morris Ave
4900 Witt 􀁾􀀤􀀠15700 'lMorris Ave 5000 Goodman Ave 4900 Goodman Ave 5000 Paschal p".....r 15700 Paschal mewS 15700 Quorum Or 15600 Quorum Or 15700 w.e.. 􀁏􀁗􀁜􀁾􀀠,..-UJ,.. Quorum Or
15700 􀁾􀁯􀀠􀁾􀀧􀁑􀁃􀁬􀀴􀁾􀁣􀀮􀀮􀀠'l'J;;,.Q'CI< 􀁾􀁓􀀢􀀧􀁡􀁾􀁾􀀠
• ,...-----􀁓􀁔􀁭􀁾􀁄STREET SIGN /.. "II(' 3' STmDARD ALUMINUM POLE __________-=;: ...-STmDARD STOP SIGN 􀀬􀁾􀀭􀀭􀀭PAINTED GOLD FINIAL .......1----STmDARD STREET SIGN PLAN VIEW SCALE:
3/4" = 1'·0" STANDARD STOP SIGN 􀁾􀀭􀀭􀁏􀁐􀁅􀁎􀀠􀁾􀁯􀀧􀁾􀀭􀀭􀀭􀀭PAINTED GOLD FINIAL 11------STmDARD STREET SIGN -----STmDARD STREET SIGN. BLACK BACKGROUND, WHITE COPY mD WHITE RULE LINE
......----3' STmDARD ALUMINUM POLE pAINTED TO MATCH UGHT POLES mD STREET FURNITURE ADDISON CIRCLE STREET SIGNS SCALE: 3/4" =1'-0" 
HUITT-:ZOLlARS Huitt·ZoUars. Inc./3131 McKinney Awnue t Suite 600 ILS 105 I Dallas, TaKas 75204-2489/214/871-3311 t FAX 214/871.0757 March 5, 1997 Mr. Mark Person Gibson & Associates,
Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-01 Dear Mr. Person: Gibson & Associates is autborized to proceed
witb tbe planting of 840 Big Blue Luope in tbe roundabout tree pits for tbe change order amount of $4.02 each for a total of $3,376.80 as stated in your letter on February 26, 1997.
Please note that the 840 dwarf yaupon hollies will be deleted from tbe contract at $4.05 each for a total of $3,402.00. The net effect oftbis revision is a $25.20 reduction in tbe contract
amount. Please call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. I 􀁾;;.f'l1ey'ld David E. Meyers, P.E. ce: 􀁗􀀱􀁾􀁏􀁍􀁩􀁾􀁭􀁲􀁩􀁓􀁬􀀵􀁄􀀮􀀧􀁩􀀡􀀺􀁜􀀠Bryant Nail-Columbus
Realty Trust Dallas JFort Worth /HO"Jston JEI Paso I Phoenix I Tustin I Ontario 
HUITT-ZOLlARS ne'D MAR 071997 Huitt-Zollars, Ino./3131 MCKinney Avenue I SWte 600 I LB 105/DallaS, Te>:as 75204-2489/2141871..J3111 FAX 214/871-0757 March 5,1997 Mr. Wayne Wooley Southwestern
Bell Telephone 4650 Simonton Dallas, TX 75244 RE: Addison Circle Phase I Public Infrastructure Sidewalk Damage HZI Project No. 01-2013-01 Dear Wooley: This letter identifies the agreements
made regarding damaged sidewalk in a meeting on Tuesday, March 4, 1997, with Mr. Bryant Nail ofColumbus Realty Trust. You have agreed that Southwestern Bell Telephone will be responsible
for paying Columbus Realty Trust 113 of the total dollar amount identified in the "Remove and Replace" table for sidewalk damage. In addition, SWBT will be responsible for 1/3 ofthe
dollar amount identified in the "Cracked" table assumingthat the construction of Phase IT does not start this summer as currently planned. The following is a tabulation of the quantities and the total cost for removal and replacement at the
current contract unit prices. ""R&R" -Remove and Replace ITEM UNIT QTY Cor'ilRACT PRICE COST Remove and Dispose of Ex. Concrete Sidewalk SY 155 $5.40 $837.00 4" 3000 PSI Reinforced Concrete
Sidewalk SF 1,395 $2.80 $3,906.00 Total "R&R" $4,743.00 G:IPROJIO120130 IIWW030S.LTR Dallas! Fort Worth I Houston I EI Pasol Phoenix I Tustin IOntar:o 
:tvfr. Wayne Wooley March 5, 1997 Page 2 "C" -Cracked (To be replaced during Phase II) ITEM UNIT QTY Remove and Dispose of SY 86 Ex. Concrete Sidewalk 4" 3000 PSI Reinfurced SF 774 Concrete
Sidewalk CONTRACT PRICE COST $5.40 $464.40 $2.80 $2,167.20 Total "c" $2,631.60 The Town also identified a 234 SF area of damaged sidewalk to be replaced by SWBT which you stated is complete
and therefore is not a part ofthe above cost tabulations. SWBT is responsible for the following amounts based on the above mentioned agreements with Columbus Realty Trust. "Remove and
Replace" $1,581.00 (Agreed payment to Columbus now) "Cracked" $877.20 (Future payment ilPhase n is not constructed) Thank you for your assistance in this matter. Sincerely, HUITT-ZOLLARS,
INC. 􀁾􀁾􀁴􀁴􀁾􀀠 DEMIpsp cc: 􀁾􀁾􀁾􀀧􀁬􀁜􀁴􀀳􀁩􀁗􀁾􀁤􀁁􀀮􀀡􀀱􀁩􀁬􀀻􀁬􀁬􀁩􀁩􀁪􀁦􀁦􀁩􀁩􀁩􀁅􀁉􀀠Mark Person -Gibson and Associates Mark Brandenburg -Columbus Realty Trust Jim Duffy -Columbus
Realty Trust G:IPROJ\01201301IBNOI02.DOC 
HUITIillLIARS March 17,1997 Mr. Mark Perso /Gibson &; 􀁾too. P.O. 􀁂􀁾􀀰􀀰􀀵􀀱􀀧􀁊􀀠 􀁾􀁓􀁰􀁲􀁩􀁮􀁧􀁳􀀬'IX 75180-051'J , RE: AdditlQtl Circle Pbase 1Public Infiastructure HZ) Project
No. OI-20l3.(l1 Dear Mr. Person: Gibson &; Associales is authorized to proceed with the inslallation of aluminum overlay panels OIl signs "ADY-D!. ADY·D2 and ST-3 for the change order
an\oWlI of$1 10.00 per SF fill' a tolal of $1,931.60 as stated in your leiter dated Man:h 11.1997. These overlays are 10 cbiuJge street names liom "Mildred Slreet" to "Addison Circle".
Columbus will begin leasing from temporary trailers sooth of Building" A " soon. the.n:fure we need'to have the overlays manufactw-ed and installed this week. Please call ifyou have
any questions. Sincerely. HUITT-ZOI.LARS,INC. 􀁾􀀬􀁪􀁊£;J!o/&ICT David E. Meyers. 􀁐􀀮􀁾􀀮􀀠_. --.... 􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭cc: Croon BaumprtneI. P.E.·Town of􀁁􀁤􀁤􀁾􀀺􀀺􀀮􀀩􀀠 Bryant
Nail-Columbus Reralty TI'IISt 
REC'O MAR 2 0 1997HUITIZOLIARS Hlrltt·ZOllatS. Inc, 13131 McKinney Avenue I Suite 600 I La 1051 Dalras. Texas 75204-2489/2141B71-331'/FAX 2141871.(}757 March 19, 1997 Ms. Carmen Moran
Town of Addison P.O. Box 144 Addison, 'IX 75001 RE: Addison Circle Phase II Public Infrastructure HZI Project No 01-1822-21 Dear Ms. Moran: As you are aware, the design for Addison Circle
Phase II is well underway. You will notice in our development plan submittal that Mews M-2 North, M-2 South and M-3 are nameless. Mr. Bryant Nail has indicated that one of the streets
should be named Mildred Mews. Please provide us with direction on the desired street names for the above referenced Mews so we may make the appropriate designatious on our coustruction
documents. Thank you for your assistance in this matter. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁴􀁾􀁾􀁥􀀬􀁪􀀠DEMIpsp O,IPROJ\OI18222I1CM031997.LlR Dallas I Fort Worth /Houston I El Paso f
Phoenix I Tus1in [Onlaria 
HUITT-ZOLLARS, INC. 3131 McKinney Avenue. Suite 600 DA LLAS. TEXAS 75204 (214) 871·3311 TO 􀁇􀁉􀀡􀁓􀁾􀁎􀁯􀀠=+ 􀁾􀁾􀁾􀁬􀁉􀀭􀁲􀁅􀁓􀀠11210 T2'YL.IE<.aes:c ."'. 3/1'1'jq? 1'°';tZoI"So{ ·1
􀁾􀁔􀁔􀂣􀁭􀀠1;Iil11!./<. 􀁐􀁥􀁬􀁚􀁾􀀠RO, A-t:.l:>/.I"tJ 􀁃􀁊􀁬􀁾􀀧􀁾􀀠(/.r .:r:. I WE ARE SENDING YOU 􀁾Attached 0 Under separate cover via 􀀧􀁩􀀿􀁥􀁊􀁉􀁖􀁾􀀠the following items: o Shop
drawings 0 Prints 0 Plans ?:f Samples o Specifications o Copy of letter 0 Change order 0 ______________________ COPIES Z. OATE NO. II OESCRIPTION 51P>P 􀁐􀁾􀀬􀁱􀀮􀁗􀁉􀁊􀁜􀀮􀁉􀀦􀀮􀁳􀀠􀁾􀁲􀁺􀀮􀀮􀀠􀁾...
.􀁶􀁾􀀠A., "'"N lltrz.e-E 􀁦􀀻􀀺􀀯􀁾,.t.J, I I oP I(fh,l:>JJcN , C'r->_.=' I THESE ARE TRANSMITTED as checked below: ! o FOr approval o AppfOved as submitted o Resubmit__copies for approval
,o For your use 􀁾􀀠Approved as nDted o Submit __copies for distribution ! o As requested o Returned for corrections o Return __correcled prints o For review and comment 0 _______________________
o fOR BIDS DUE _________19___ 0 PRINTS RETURNED AfTER LOAN TO US REMARKS ____ cc: ( COPY ro'__________________ 􀁮􀀮􀁾􀀠2 􀁾􀀠􀀢􀀮􀁮􀀼􀁦􀀮􀁾􀀢••,. not ............􀁾􀀺􀀺􀀺􀁾􀁾􀁾􀀩􀀨􀂣􀀠􀁾􀁂􀀯􀁊􀀠

GIBSON & ASSOCIATES, INC. Englne.rs and Contractors 11210 Rylie.r••t P.O. Box 800579 Balch Spring., T •••• 75180-0579 9721557-1199 FA)( 9721557-1552 March 19, 1997 Mr. David Meyers Huitt-Zollars,
Inc. 3131 McKinney Avenue suite 600 Dallas, Texas 75204 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: Enclosed please find the submittals for the "Addison Circle" sign
overlays for the above referenced project. Delivery and installation will require approximately two to three weeks, from the time of receiving approved shop drawings. If there are any
questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC_ rJL;£___ Mark Person Project Manager 􀁾􀁟􀁮􀁥􀁦􀀺􀁰􀁮􀁯􀀯􀁜􀁴􀀠0 􀁒􀁅􀁊􀁅􀁃􀀮􀀢􀁾􀀠0 􀁾MAKE
CORRECTIONSR' VI:E fie MP/ms TAKEN 􀁒􀀬􀀬􀁾􀁕􀀰􀁾􀀬􀀻􀀻􀀠r NOTED f3orrectlons or commentsmadeontheshopdrawlngs durIngthis reviewdo notrefieV6 contractor :rom complia,nce with recruirClnBots
of the drawings and specifications. 􀁔􀁨􀁪􀁾􀀠check IS onlytor revle:v 􀁾􀁦􀀠general canforrnal!ce VJith thcdesign concept cUheencl: project and generaJ complrance with the information
given in the contract docu􀁭􀁥􀁮􀁾􀀮􀀠The 􀁾􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯􀁲􀀠Is responsible for: confirming and correlating aU QuantitiQs and 􀁤􀁾􀁭􀁥􀁮􀁳􀁬􀁏􀁾􀁓􀀻􀀠􀁳􀁥􀁴􀁥􀁣􀁴􀁩􀁾􀁧􀀠fabrication
processes and tectmiques of contsruction' coordm.atlng hIS work wIth that of aU other trades; and performing his work in a 'f and satIsfactory manner. sa e 'P ):;'rPTVRl) HUITT-ZOLLARS,
INC. Date:3131 McKINNEY AVE., SUITE 600 3'ltrln. DALLAS, TEXAS 75204"MAR 191997 􀁂􀁹􀁪􀁬􀀩􀁾􀀼􀁎􀀻􀁊􀁤􀁦􀀮􀁾(214) 871-3311 tlulIt-ZoHars 
r Mil 􀁉􀁾􀁖􀀬􀀠r:.r:.U i vI"! vUl\rUI\t11 !\Jr; r, U:.:.J____ FAX ROUTING SHEET DATE: ATIENTION: #1Alt.t<. 711'.4.,/4& AT: &"3 tAA t' AUf"" FROM: AT: MICA CORPORATION -FT. WORTH, TX.
NO. OF PAGES TO BE SENT INCLUDING THIS SHEET : /0 MESSAGEfCOMMENTS: iF YOU DO NOT RECEIVE ALL COPIES AS NOTED ABOVE, OR IF THE COPIES ARE NOT LEGIBLE, PLEASE NOTIFY SENDER AT (817) 841-6121
OR METRO (817) 577·2088. OUR FAX NO. IS (817) 847-6831. 
r. u-:="'--____ Hi vN \JUi\;'Ufi,H!;. 􀁖􀁉􀁾􀀠rnll nu. :;" terstate LBt tEll OF'IRANSMIITAL Maron 18, 1997 MIOA Corporatlon P.O. Box 161609 5750N. RIverside Dr. (76137) Attn: Mike Tanner
Re: City of AcldisonOveriays Your P.O. # NlA IHS Jab It 26110 We ate forwarding the following items: ....1.. Copy of our sIlOp araWlngs for approvaL Please submit to Ihe proper authorities
and retum one appfCVed ancflor cOrreoted copy. Sincerely, INTEFISTATE HIGHWAY SIGN CORP",:, 􀀬􀁾􀀮􀀢􀀢􀀠, "':":c""i',: I(lM EltCd Project Cocn:llnator I 'oj 
r. V,J 111 .... :-1 vVj\l Vll.nllVI1 ',... JOl.Illt!iGl . .2U1Ct. . . . tIlI'lr 1 !If t , ..... -., .. ,..'" ,...􀁾.........,. 􀁾􀀠......,.... ,..􀁾􀁾􀀮􀀠"--,...􀀢􀀮􀀬􀀬􀀭􀀬􀀭􀀮􀁾􀀢􀁾􀀮􀀬􀀠.
' ...;. ... ....,_.. 􀁾􀀠,," ._., ,., .. 􀀬􀀮􀀬􀀬􀀬􀁾...... ,..,......􀁾􀀮􀀭􀀮􀁾􀁾􀀺􀀬..,,--. ., , .. ..... y\ .. lI, ., .........., ...... , 􀀪􀀧􀀭􀀭􀀢􀀭􀀧􀁾􀀮􀀧􀀠"',., .. "•..... 
􀁾􀀠r :l 1IOlUOlI'J'AL .' SPACDIQ • , (1nI:II.e 6 IlPtIa.) U'AHPI.B 1.6 • 8 3/4 " l.ftIZI IIPAOIIIO. ... 􀀧􀁾􀁬􀁯􀁉􀁉􀁉􀀠!Itolvckl IlIlftol!' IItdtb alld ..􀁾• ." 􀁏􀁾cl:l1lllB1olw ..1W:Ith
.f uaZ'/Mter 111l1li .pace. to foUowlaa obllllUll:O'II. _apt lan' ok,rut. of eIIch -.0l1/li whloh it wltldl 01 obara...ollly. CIlKULA'l'I9B SPACllI'G: 􀁾􀀮􀀺􀁬􀁟􀀠npHIllllt cliluDCOII
&011 e. of 8,183 to tlte follov.tDa oll&1:aol:lI1: or llpace. •" " 􀁾􀀠..§ P.1, , -Poftela1a'lHcol . • 􀁏􀀮􀁣􀁾􀀠4 Upp. ca•• JI'.lk . ·81bc1 lila_I 1..0. .-r.o"l' 􀁇􀁉􀁾􀀮􀀠J!/l'." -1I.{at.
Iot....ity Reflective Sbutlllfl . e.p ..... -ClipU:a1t:;,. , . SIOA1. -1Ioa"aef1aatlv-e s&eetla8',,·· :'.. :':' !,,:.)' 􀁊􀁾􀁪􀀢..., ';, Dthe!: AJpUe4 aheet1a1 M...... Ifllll.lefleoebe
i olll i -Oft.ue! Jtu;Qte4 • . ',>. .• '. 􀀺􀀺􀀧􀀮􀀧􀀮􀀻􀁾􀀠!tZ;a3·. • Dlnet .&p,Ued Sheetlft8 Mu.... bUllltt.,. 'OhF -Gmmd K01IIIted .. ':. . ";'" 􀀩􀁾􀂷􀀧􀁦􀁩􀁉􀁉􀀴􀀠... nat:'.11II1II.
h ...... lflth Reflectlve"ShHtil), § . Blo . -Sna!1leeJ:1ns Grade lefloctlve ShUtiaa ....., -,laC ALwa. rt:uu RoII-Reft.cU..,. '1.P. -Tb.l'III08e!:tin8 to1renllr . ," . ' ;:'J.iI4".'
-!mllo".d AluIII. r.u I u WItII Refleotor IIlttell8 r: IfJA -u...t Aotl11al:_ Reflective 􀀸􀁉􀁴􀁡􀁡􀁴􀀺􀁬􀁬􀁬􀁡􀀺􀀬􀁩􀁥􀁾􀀺􀀬􀀠􀀮􀁾􀁊􀀻􀀢􀀴􀁾􀀭􀀬􀀠-Imllo8ud AlUII. l!'r8IIU IItdlo!lt
I.dlectele 11111:1:011 :> " rls ,hu._ SeMitl... Rafleati". .....I:q . l"II\oa, -􀁾􀀮􀁴􀁴􀁩􀁬􀁬􀀸􀀠􀁾􀁦􀀮􀀮􀀢􀁕􀀴􀁟􀀠" sis :.un rtcreea . L-8· . -􀁾illS 􀀮􀁴􀀭􀁾􀀠􀁾􀁾"'w􀁾􀁲􀁲􀀺􀁴􀁴􀀠􀁐􀁬􀁯􀁭􀀽􀁾:>
" :> c :6ito 􀀭􀁬􀁴􀁲􀁶􀀬􀀡􀀺􀀮􀂷􀁾􀁡􀁥􀀺􀁉􀁾􀁇􀁊􀀺􀁡􀁤􀁥􀀠RaIl. 􀁓􀁨􀁥􀁉􀁾􀀱􀁉􀁬􀁣􀁲􀀠MM-15'f " Ilt.t...f..-t:....;.... f1e..1.ll1_ 􀁾􀀠(SCI?.. 􀁳􀁾􀀮􀀬􀁾" D.O. 􀁾􀀱􀁕􀁉􀁉􀁏􀀧􀁩􀁩􀁬􀂷􀁃􀁲􀁡􀀴􀀮􀀠El.
Sboetlllg 􀀢􀀢􀀧􀀨􀀮􀀢􀁈􀁾􀁏􀁏􀀢􀀠􀁬􀀭􀁜􀁾􀁃􀀮􀁁􀀠􀁾􀁦􀁖􀁜􀀠􀁾􀀠200% SP;tcir>l(!l," SHP -􀀡􀁬􀁩􀁾􀁨􀀠PerforlllllllC8 ReflUlShMt.1ng :l ::> 1. V1.14 &rtl1 • No HouatinS HOles Drilled
or 􀁾􀁲􀀮􀀠Attcche••:l 􀁾􀀠:l I 􀁾􀀠" :l GlltlllUt NOfU .􀁾􀀠r::-: . ( \ , 5 􀁾􀀠:2 " 􀁾􀀠-r. fl 􀀮􀁾􀀠􀁾􀀠-􀁾􀀠 :u w 
·QI9mta:··.\1OOOt4. ..tI!SlMOIUSI HIl..st.I'P.III.T ..... IiJOU::llftfiRAlIOII. RllDII! Addison Circle􀁾􀀮􀀲􀀻􀀠1" .....--_____________________-1 .' ,u .on: mE:. , ';L IiXl'RAI .. ,
. ,C(¥1J1Ii ,... , .' .," . ""'.. .. '. '!< ,.'lltluw" 􀂷􀀱􀁨􀁩􀁩􀀧􀁩􀀡􀀱􀀢􀀧􀀡􀁩􀁉􀁩􀁾􀁩􀁬􀁗􀁩􀁫􀁕􀁬􀀧􀁜􀀧􀁉􀁉􀀧􀁦􀀢􀀧􀀢􀀢􀀠.. ,. 37.0 ,;!'.,Uof ... 1"I' '"III • • 
__􀁾􀀠􀁩􀀡􀁩􀁊􀁾􀀮􀁦􀁦􀁩􀀢􀀧􀀺􀀢􀀧􀁪􀀱􀁪􀁾􀀢..􀁩􀀮􀀱􀀢􀀺􀀧􀀻􀀻􀀧􀀻􀀻􀁊􀀼􀁩􀁾􀀭􀀧􀀧􀀧􀀻􀀠;; 􀁾􀁾􀀧􀀽􀀼􀀠􀁍􀁩􀁬􀁬􀀤􀁩􀁫􀁬􀁦􀁩􀁬􀀻􀀻􀀡􀀤􀀡􀁭􀀢􀀢􀁬􀀧􀁬􀁵􀀧􀁾􀀧􀁭􀁬􀁓􀁩􀁾􀁾􀀡􀁾􀁴􀁾􀁦􀀠I,
UV nlliH liUK.rUK.h i 1 UN '_',.' . -I. Irel RADIU ItO'IIRlIM :.u IT!': T.'I&;tali'tiRa 􀁾􀁾􀁾􀁾􀀬􀁾􀀫􀁴􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀧􀁾􀀦􀁾􀁴􀁮􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁴􀁴􀀬􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁾􀁾􀁶􀀮􀁡�
�􀁭􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁪􀁬􀀧􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁕􀁾􀀧􀀮􀁾􀀧􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁪􀀧􀁾􀁾􀀮􀁾􀀠= 1 ,,􀀬􀁾􀀺􀀠􀀮􀁾􀀺􀁾􀁪􀀠􀁾􀁾􀀮􀁾________________________________________________􀁾______􀁾________
____________􀁾____________􀁾__.J--; J.I . -....l1li._􀀢􀀧􀀮􀁾__WlTII_1OICiII/4''' _I<DI)WOOI>SCIIIMS 
r. U,-I_____r 1111 I'M 0:. QiJl1I\ER; . 􀁏􀁏􀁾􀀴􀀠... U1'11.E •.1:1(, .n;Z96 . .1t1Q\. 􀁾􀁏􀁉􀁉􀀮􀀠􀀮􀀮􀁴􀀮􀁬􀁾􀀹􀀮􀁴􀀺􀀺􀁾􀁉􀀮􀀮__........_ .... . 8.<100 .. ...IW:tIl.. ................􀁃􀁴􀀮􀀱􀁉􀀡�
�􀁬􀁬􀁉􀁉􀁦􀁉􀀻􀀮􀀻􀁺􀁾􀀮􀀠""'-..".. .. ." ." .. , ...􀁾􀀮􀀠􀁾.... 􀁾􀀭􀀭-... 􀀢􀀢􀀭􀁾...􀀭􀁾􀀭􀀬􀀭.. ,,. .... " ....􀁾... -..... " .anl " .... "." .. T.'II!1I1 .. .... " ......., ............
-'".-,,--... --..--.--. _......... -.• ,..,,,..... _....... 􀀲􀀱􀀮􀁾.................". 26,4 48.0 ' . '. 􀁾􀀮􀁾􀀬􀀠;.i.,..'--'-_______________•____􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭
􀀮􀀻􀀮􀂷􀀺􀀮􀁊􀀠i,: 
r. VOr rill IlV. c.c. _.-·19in--lf .ADY.. Dl" 􀁾􀁓􀁬􀁤􀁎􀁁􀁮􀀻􀁯_I : Ol/£/lffiy -.. --.lL.-__ 
t'.U\Jt'11/\ !iV. i!Z Ouorum Dr '. SOUTH 11 in ADV-D2 􀁃􀀺􀁴􀁾􀁉􀁾􀀻􀁾􀀠_ ...... , ...... '-,'.-.--
I. IV j nc. ltV, '-'r 'lin 1 IAddison arclel WEST ST·3 
HUlTI20LIARS Huitt-Zollars. loc, 13131 McKinney Avenue I Suile 600 I LB 1051 Dallas. Texas 􀀷􀀵􀀲􀀨􀀩􀀴􀀮􀀲􀀴􀁓􀀹􀀯􀀲􀀱􀀴􀀱􀀸􀀷􀀱􀁾􀀳􀀳􀀱􀀱􀀠JFAX 2141871-0757 March 17, 1997 Mr. Mark
Person Gibson & Associates, Inc. p.o. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-01 DearMr. Person: Gibson & Associates
is authorized to proceed with the installation of aluminum overlay panels on signs "ADV-DI, ADV-D2 and ST-3 for the change order amount of$IIO.OO per SF for a total of $1,931.60 as stated
in your letter dated March 11,1997. These overlays are to change street names from "Mildred Street" to "Addison Circle". Columbus will begin leasing from temporary trailers south ofBuilding
"A" soon, therefore we need to have the overlays manufactored and installed this week. Please call ifyou have any questions. Sincerely, HmTI-ZOLLARS. INC. 􀁾􀀯􀁐􀂣􀀻􀁊􀀱􀁯􀀯􀁯􀁣􀁲David
E. Meyers, P.E: . cc: John Baumgartner, P .E.-Town ofAddison Bryant Nail-Columbus Realty Trust 􀁇􀁾􀁜􀁐􀁒􀁏􀁍􀀱􀀧􀀲􀁉􀁈􀁊􀁏1\MI'OJ 17.LTIt Dallas I Fort Worth t Houston I EI Paso I Phoenix
I Tustin! OntaciD 
HlIITTZOUARS Huitt-ZoUars, Inc./3131 MCKinney Avenue I Suile 600 I LB 105/DaUas, Texas 7S2Q4..2489/214/871-3311 I FAX 2141871.IJ757 February 19, 1997 Mr. Mark Person Gibson & Associates
11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Dear Mr. Person: Gibson & Associates is authorized to proceed with the
repair of three existing street light bases on the south side of Mildred Street at a cost of $181.50/ea for a total cost of $544.50 as stated in your letter dated February 12, 1997.
Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀀬􀀱􀀬􀀡:reyUY DEMIpsp cc: Bryant Nail -Columbus Realty Trust John Baumgartner -Town of Addison ,: G:\PROJ\O 120
130 I\MP021997.L1R Dallas I Fort Worth I Houston I Ei Paso I Phoenix I Tustin I Ontario 
HUITTZOLIARS 􀁈􀁵􀁩􀁮􀁾􀁚􀁯􀁬􀁦􀁡􀁲􀁳􀀬􀀠Jnc./3131 McKinney Avenue I Suite 600 I La '051 Dallas, Texas 75204-2489/2141811.-3311/FAX 2141871..Q757 March 24, 1997 Mr. Mark Person Gibson
& Associates P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Street Sign Shop Drawings Dear Mr. Person: Enclosed please find 2 copies of
street sign shop drawings submitted to Huitt-Zollars on Augns! 10, 1996. In the past seven months, the production of these signs has been on hold pending an alternate street sign submittal
by Columbus and approval by the Town of Addison. Columbus Realty Trust has recently decided to use the standard blue city street sign, however, they are still seeking an alternate pole
and mounting hardware. Therefore, you are still on hold for six Unistrut poles and mounting caps until further notice. The enclosed shop drawings have been marked to indicate the block
numbers assigned by the Town. In addition, the street names have been marked to reflect the name name cbanges from ''Mildred Street" to "Addison Circle", "McKamy Avenue" to "Goodman
Avenue", "Witt Mews" to "Witt Place" and "Paschal Mews" to "Paschal Place". Please refer to the enclosed revised table from sheet 17 of the plans showing the placement of each sign.
Also, please fmd the enclosed specificaiions and sample sign from the Town ofAddison to be incorporated into the shop drawings. I respectfully request that the shop drawings be revised
and re-submitted for final approval as soon as possible. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁬􀁴􀁉􀁾􀀻􀁊􀁉􀁢􀁦􀁡􀁤David E. Meyers, P .E. DEMIpsp
Enclosures cc: Bryant Nail -Columbus Realty Trust Q:\PROJ\O 120 1:)0 lIMP032491.LTR Oanas I Fort Worth' Houston I EI Paso /Phoenix f TOSlin I Onlario 
--------INTERSTATE HIGIIIIAY SIGN CO. 7415 LINDSEY ROAD l ITTLE ROC K, ARKAHS AS 72206 (5111-490-4242 ) A HAR!( IV COHPANY JJB HUMBER: 33514 TEXAS AlUM. -STREET NAHE BOOK 1 OF 1 PRO..ECT
NOOER: ADDISOO CIRCtE COUNTY: CITY OF ADDISON aJSTOHER: DRAIoIj BY: 94 KICA CHERIE CORl'ORATIOO SHEET t: C t G PO NOOER: 839 7735Fl1 DATE: 8/06196 a£Cl\ED FCJ! SUBMITTrL: a£Cl\ED FCJ!
MATERIAl: CH ECK ED 􀁆􀁾􀀠BOOKS: LIST BELOW ANY REVISION HADE TO THE ORIGINAL DRAWINGS. DRAWINGS KATERIALS curoNG LIST NOOER REVIS 100 BY -DATE BY -DATE BY -DATE RFf'RTVED muG 1 6-1996-D
NO EXCEPTION D REJECTED REVISE AND M/\KE CORRECTJOh!.,TAKEN RESUBMIT NOTED Corrections or comments made on the shop drawings duringthis reviewdo not relieVe contractor from compliance
with reqUirements of the 􀁤􀁲􀁾􀁬􀀧􀁎􀁩􀁮􀁧􀁳􀀠and sp ecifications. Tills cheCR IS only for review or general conrormZlnc8 V'/J'Cll dle deSign conc£tJ"'t"'o"'ft"'h""e'-------------------project
and general compliance wjth the information giveil in th0 contract documents. The contractor is responsible for: cO:1firm;i1g <lnd cOTrelating all quantities and dimensions; selecting
fabrication processO!s a:1cl 􀁴􀁾􀁾􀁲􀀮􀁨􀁮􀁩􀀧􀀭􀁉􀁪􀁈􀁾􀁳􀀠of CfW[Si,;ctioo· coordinating his worl( with tha.t of all other tr"des; and performing his work in a safe and satisfactory
manner. ___-'H"'UITl:-ZOLLARS INC Date: g 12.+I'/+3131 McKINNEY AVE_, SUITE 6DO DALLAS, TEXAS 75204 By: __Da..iJ 􀁦􀁖􀁬􀀹􀁾___,l21'!L§n-nll 
::EN075RR3U JIB: 33514 PROJECT: Al)DISON CIRCLE SIIlII NIlIflERI 1 INTERSTATE HIGHWAY SIGH ce. 􀁟􀁾􀁓􀁮􀁄􀁜􀁷􀁔􀁅􀀢􀀬􀀺􀁾􀁭􀁬􀁊􀀺􀁍􀁁􀁓􀀬􀀢􀀬􀀭􀀭___3.'COO!m CITY 􀀨􀁊􀀧􀁁􀁭􀀩􀁉􀁾􀁾􀀠..􀁾􀀮􀁧􀁲􀀠NIlIf
lER: C 1 7415 LIHllSEY RD PO 􀁾􀀺􀀠839 7735FW aJSTO!tER: 000094 Ill! SlJI'I'illTS: I-NO SlI'PmT LITTlE ROCK, ARKAIISAS 12206 I􀁔􀁅􀁉􀁉􀁾􀀺􀀠III CA COI'PIItATI ON (501-490-4242) 􀁾􀁁􀁡􀁔􀁔􀁩􀁬􀁾􀁾􀁈􀁲
􀁵􀀺__􀁾___􀁾􀁍􀀮􀁾􀁌􀀺__􀁾􀀠___............ 􀁾􀁉􀁎􀁄􀀠ZIlHE: 1V" SIStI Tm:: .080 AWM _______􀁾􀁆􀁔􀁉􀀠2.0Qm ERALl SIZE ----lJtDUil 3HEIGHT: -8.000 􀁾􀀸􀀱􀀠WIDTH: .50 MIl: 1.50 om 5
mE: EXTRA: en! nt>.--"-".illIi'--____-k!.......lll....-.....__--.\ illER RIUI II: 1.5 BORDER 2: COlOR: ------------...............---.-.. .. -.. 􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀁾DRAWN m ClEm
1V 51 ZE COPY I ETTER H _I L D R E D S T 1.00 UC LET.SPACE 2.0 4.0 1.4 3.2 3.5 3.5 3.2 2.0 4.0 3.4 2.4 3.00 UC CUM.SPACE 2.0 6.0 7.4 10.0 14.3 18.0 21.2 24.0 28.0 31.4 34.0 SERIES: D
TYFE: .L"A...__liEIJ'tNIIl!.SIHLL:􀀮􀀡􀁊􀁈􀁬􀁵􀁉􀁾____􀀭􀀢􀁲􀁯􀀢􀀧􀁌􀀮􀀮􀀬􀁻􀁻􀁘􀁬􀀢􀀧􀀺􀀧􀀭􀀧􀁗􀀢􀀧􀁈􀀢􀀢􀁉􀁔􀀡􀀱􀁩􀁅􀁾􀁟􀀠1Y SIZE ropy UTTER H I L D RED S r 􀁌􀀮􀁍􀁊􀁊􀀺􀁟􀁌􀁅􀁌􀁓􀂣􀁡􀁃􀁅􀀮􀁟􀀮􀀮􀀲
􀀦􀀭􀀭􀀧􀁬􀀮􀀮􀁑􀁾􀀱􀀡􀀧􀀡􀀮􀀮􀀴􀀭􀀭􀀭􀀭􀀬􀀳􀁷􀀮􀀲􀀠... 3.5,_3",."-.5--"3.,,..2_ 2.0.. _4,0 3.4 2.4 J.OO UC CUM.SPACE 2.0 6.0 7.4 10.0 14.3 18.0 21.2 24.0 28.0 31.4 34.0 SERIES: D TYPE:
L-3 fINISH: HlI COLOR: WHITE ._-------............... ...-•... --:c IAI. INSTRUCT IONS 􀀭􀁾􀀭----,-----COPY SPACING IS IN INCf£S AlW EIGHTllS ____ 􀁾􀁅􀁃􀁁􀁌􀀮􀁉􀁄􀁕􀀮􀁁􀁃􀁋􀀠If alGI!
____ 2 in ., I 4 in 2 in -·36 in 􀀭􀀭􀁲􀀻􀁾􀁾􀁾􀁡􀀻􀁟􀀭􀀭􀀭􀀭...................................... ---.--3 in 3 in I _._----2in, -m.____.__ 
::EN075iR3::1194 13 liH :42 -------_...........-...........􀁾􀀮.liB: 33514 PRO..Ecn AllNSON CIRClE SIGN HUMlIfR: 2 INTERSTATE HIGIIWflY SIGH CO. _...􀁾􀁔􀁅􀀺􀀠mAS cwm: cm (f ADDISON
SHEET HUMlIfR: c 2 7415 LINDSEY RD PO 􀁾􀀺􀀠83? 1735FW CllSTIIIERI 0()0094 Ill! SlJPP!l!TS: 􀁬􀀭􀀧􀀷􀀻􀁎􀁏􀀻􀀻􀀭􀀻􀀻􀀻􀀺􀁓􀁕􀀾􀁾􀁐􀁏􀁒􀀽􀁔􀀠LITTLE ROCK. !IR KIlN Sl!S 7220/, ITfltt:
HlCA CllRPORATlON (501-490-4242) ATTilCH: SIIlI! TYf'f:: ,oao AlUM SOFT: 4.1f'00'--_1---__ 1.00 u: LET.SPIlCE 􀁾􀀢􀀢􀀧􀀳􀀢􀀢􀀮􀀵􀁾􀀭􀁣􀀴􀁾􀀮􀀲􀀺􀀭􀀭􀀭􀀺􀀱􀀢􀀽􀀮􀀳􀁣􀀭􀀢􀀢􀀭􀀽􀀭􀀲􀀮􀀧􀀽􀀵􀀭􀀲􀀽􀀧􀀮􀀧�
�􀀴-..j;o4J) 3.0 4.2 2.6 3.5 :RAIl SIZE: WIDTH: 3-HEIGHT: -B,0()0 !DER WIDTH: RADIn ,50. 1,50 BACKIlROOND 2: om 4 TYPE: EXTRA: COlOR: lIIER RAD II: 1.5 BamER 2: COlOR: IOUlE KARKER:
DRIIIIN BY: CIDIE 'Y SIZE COM UTTER II ITT HEW S CUM.SPilCE 3.5 7.1 9.2 11.1 14.3 la.3 22.3 25.3 29.5 32.3 36.0 _-"SER"""IES""",,:-"D___.......TYPE: L-3 FINISH: HlI_. COLOR: WHITE 'Y
51 ZE COpy UTTER W I T T E W S 2.5 2.4 4.0 4.0 3.0 4.2 2.6 3.51.00 u: LET ,S.I'A!:E 3.5 4.2 .1.3 􀀭􀁾--.-----... ..--... CUM.SPilCE 3.5 7.1 9.2 11.1 14.3 la.3 22.3 25.3 29.S 32,3 36,0
SERIES: D TYPE: L-3 FINISH: HlI COLOR: WHITE -=:=:7" ,_............... -....------------. :c IAl IlISTRltT IGNS -----.--C(fY SPACING IS IN INCHES AND EIGiiTHS ___ ........ _ ....􀁉􀁬􀁅􀁬􀀺􀁁􀀮􀁢􀀮􀁊�
�􀁎􀁾􀁉􀀧􀁜􀁉􀀺􀁋􀁟􀁉􀁆􀁟􀀮􀀢􀁓􀁾􀁉􀁇􀁦􀁬􀀢􀀢􀁟􀁟___..........___...__ . 36in--..· j 2 in j, 4in 2in 
2in 4in Q 2 in 􀁾􀁃􀀾􀀠... 6196.... 13:04: 42 JlB: 31514 PRo.Ecn ADDISOII ClRa.E SIGII NUMBER: 3 INTERSTATE HIGHWAY SIG/! C!I. ............SIIIIEI mAS ----.Cwm: em 􀁩􀁬􀁆􀀨􀁬􀁬􀁉􀂻􀁊􀁾􀀮􀀮􀀮􀀠SHEET
HUMBER: c 3 􀁾__􀁾􀀷􀀴􀀱􀀵􀀠􀁌􀁉􀁈􀁄􀁾􀁓􀁅􀁙􀁾􀁒􀁄􀁾􀀽􀁾􀁾􀀠 aJSTOIIER: 000094 GIl SlI'f'IllTS: i-NO Sll'POOT LITTlE RIlCK, ARKANSAS 72206 lUaI CIIlPalATIOII (:ro1-490-4242l􀁬􀁔􀁅􀁈􀀺􀀺􀁾􀀠
.... mAT..uUIB<ruCH:, ______.J1JSAru,CK!!1,/L....._................􀁟􀁾􀀠 ERAU SIZE SA CKG ROOND _-'Wwmu.TH:--.l::.__􀁾􀀠HEIGHT: -8.000 SIGH TYPE: .oao PLUM 4 1: __..LmJ.[J;,JE:LJHCl!./LI.
Cll.OR: GIlEEli BORDER 1: L-3 HII CIl.OR: \oIlI SA CKGROOND 2: mE: 􀁟􀀭􀁉􀁃􀁾􀁉􀁬􀀮􀁏􀁒􀀺􀀠BIlnlER 2: CIl.OR: ___ ....------...􀀭􀀭􀀮􀀭􀁾􀀠._...._.. -. 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀮􀀭..􀀭􀀮􀀭􀀭􀁾...
􀀭􀁾􀀮􀀠RAIl II: 1.:ro am 4 EXTRA: illER RAIl II: 1.5 lOUIE IlARliER: __􀁾􀁾... 􀀭􀀭􀀮􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭DRAWN Dr: CJill IE .. py SIZE COpy LETnJl a u o R u H D R ',00_1.1: LET.SM:E
.... 2.0 ..._H. 3.5 3.6 3.5 3.5 3.1 4.0 3.5 2.6 2.1 3.00 uc CUM.SPACE 2.0 5.6 9.3 i 3.1 -16;6-20:3 23.427;4:ff.1--33.1 -36.0 SERI ES: D TYI'E: l-3 FINISH: HlI 􀁃􀁏􀁌􀁾􀀺􀀠WHITE a: IAL
IN STROO IIJIS --------copy SPACING IS IN INCHES MD EIGHlllS 􀁟􀁟􀁾􀁾􀁊􀁉􀁾􀀡􀀧􀀠ON tflO( 􀁾..􀁾􀀡􀀨􀀿􀁍􀁟􀁟􀀠__ 36 in--3 in ·1 3 in j 2in ...... 0tJe· S;jc'''.rr=ce􀁾􀀫􀀢􀁂􀁫􀁯􀀢􀀢􀀧􀀢􀀧􀀱􀀠􀁾􀀢􀀧􀀭
oF... 'TtA.lC .,!) rtI"" \ 
---_.....__ ._._-------.._ .._..._--::EN075RR3H ... _---------_._. JIB: 33514 FRo.£CI: ADDISOH CIRClE SIGH MJHIJ£R: 4 IHTERSTATE HIGHWAY SIGH CO. STATE: TEXAS PO 􀁾􀀺􀀠839 773:i'W 􀁃􀁏􀁬􀁊􀁦􀁔􀁴􀀺􀁾�
�􀀠CfflllIlISON CUSTIJIER: 000094 SllEET MJHIJ£R: C 4 7415 LIHDSEY SIISlJppORTS: -I-NO SijiPORT--·---CITTlE ROCK, HD 􀁍􀁋􀁁􀁦􀁦􀁳􀁩􀁬􀁮􀁲􀀮􀀦􀁾􀀠lTEH.: IIICA mlPORAIIOH (:1.)1-490-4242)
ATTACH: SIGH TYPEI .080 ALUM __...._____....... SOFT: 6.00 QTt: TYPE: ----.m.RA",,,-:_____C"'(lO""R"':____ illER RADII: 1.5 BaIDER 2: COLOR: WI NJ) ZIlIiE: ......._-_._---.. _._--_.......
_----_. --------_... __.. __ ._..._.._._--lOUIE WI RJ(£R: ---......._-_..__..... -.. _.._-_._...._-.DRAWN BY: cmm 'V SIZE COpy UTTER --,,-II_-,0,--_ R R I E 4.0 3.5 􀀳􀀮􀀶􀀭􀀭􀀭􀀭􀀺􀁦􀀮􀀴􀀭􀀭􀂷􀂷􀁾􀂷
􀀭􀂷1.00 lJ: LET.SPllCE 1.3 4.0 3.6 3.5 3.5 1.4 2.6 1.00 lJ: CUM.SPACE 1.3 5.3 9.1 12.6 16.3 17.7 20.5 24.5 28.2 32.0 34.4 36.0 TYPE: l-3 FI NI5H: WI COLOO: WHITE---..GERIES: D ......._._._.-...__.._
_. __. 'Y SIZE COPY UTTER II 0 R R I 5 A E t. 00 UC UC LE I,SPllkL _..J.!.3__4.L....M . 3.5 3.5_.... J.4_.t!_•.􀁾􀀠.... 4.L.3.5 3.6 2.4 1.00 lJ: CUM.SPllCE 1.3 5.3 9.1 12.6 16.3 17.7
20.5 24.S 28.2 32.0 34.4 SERIES: D TYPE: L-3 FINISH: WI 􀁃􀁏􀁌􀁬􀁾􀁕􀀠WHITE ;c IAl IIlSTRUCIIIWS -.-------COPY Sl'ACING IS III It«:1-£S riiD EIGH1llS ......____......Jl.EC8L OJ'ItOO(.Jf..
51 GH _.__..._.. 36 in , 2in 3 in r --------._---4 in 3 inM 2in. 2 in .--I 􀁾􀁾􀀭􀁣􀀮􀀮􀀮􀀭􀀭􀀭.......--.----.........-...-----........-.-....-.._------_......._-_... _-_.-.-._••......_-.......---_.
.--_..-.....__ •..... -......_ .. _-. 
V96 􀀱􀀳􀀮􀀺􀀮􀁯􀁕􀁁􀀲􀁾􀁟􀀠JIB: 33514 PRo.£cn ADDISON CIRa.E SIGN NUIIIlER: 5 INTERSTATE HISlfWAY 51 GIl CD. 􀁾􀀮􀁓􀁮􀁔􀁅􀁉􀀠􀁔􀁅􀁘􀁁􀁓􀀬􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀬􀁃􀀢􀀬􀁏􀁏􀁎􀀡􀁯􀁉􀁉􀁌􀁌􀁔􀁙􀁬􀁬􀀺􀀭􀀭􀀬�
�..r-'JTYLOC...AOO lOON ............!i1:!.EET MJIIIlER: C5 7415 LINDSEY RD PO 􀁾􀁬􀀠839 77:NW ctJSTI»1ER: 0000V4 GIl SlII'f'!llTS: HIl SU'PlJ!T LITTlE !liJtK;iiRR(;/i!iAS722&. lTEH::::
HI CA COO PlJ!ATl ON (SO 1-490-4242) ATTACH: HEIGHT: -8.000 WIND ZOHEI llACKGROOND 2: TYPE: 90RDER 2: CWlR: :RAll SIZE Ri\D II: I.SO um 4 illER Ri\D II: 1. 5 DRAIIN 9V: CHEll IE XJU£
OOPYlETTER P A S C H A L H E W S 1.00 Lt LET.SPACE 2.7 J.O 4.1 3.4 3.4 3.4 4.1 2.4 4.0 4.0 3.0 4.2 2;6 2.7 CUM.SPACE 2.7 5.7 10.0 13.4 11.0 20.4 24.5 27.1 31.1 35.1 3B.l 42.3 45.1 4B.0
SERI 􀁅􀁓􀁌􀁬􀁴􀁾􀀮􀁟􀀮􀁟􀀠..-.T1!1:-.!.k-3 FINISH: WI 􀁃􀁏􀁕􀁾􀀺􀀠WHITE ______ .................... _____ .··_n 􀀮􀁾.y SIZE COPY lETTER P A S C H A L H E W S 1,00 Lt 􀁊􀁈􀀬􀁾􀁾􀁁􀀡􀀻􀀮􀁅􀀠2.•
7 .3.&. . _4..L..hl.. ..􀁾􀁤􀀠_1.0.4...101 . ..1...4. ..100 . 4.0 3.0 4.2 2.6 2.6 2.7 CUM.SPACE 2.7 5.7 10.0 13.4 11.0 20.4 24.5 27.1 31.1 35;)" 31'1.1 42.3 ·45.r· 48;0 SERIES: D TYPE:
L-3 FINISH: WI COLOR: WHITE :cIAL lNSlRLtTIOHS -------COPY SPACING IS IN IlICHES AND EIGHTHS 􀁄􀀮􀁉􀀺􀀺􀁾􀁢􀀠􀁾􀀱􀁩􀀡􀁁􀁃􀁋􀀠S!.§I GIL..... :2 ill ; 4 ill I .2 in 
16196 13:04 142 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟.........____􀁾_____􀁾􀁾􀁟􀁾____ ..._.__.. __...... ___ .1IENQ.'i:5ilR3:: JIB: 33514 PROJECT: IIDDISilI CIRa.E SIGN HUMBERI 6 INTERSTATE HI6IIWAY
SIGH CO. STATE! mAS 􀁾􀁾􀀭􀀭􀀬􀁫􀁣􀁙􀁏􀁏􀁎􀁜􀁉􀁬􀁬􀁌􀁬􀀮􀁮􀁬􀁩􀀺􀁾􀁃􀀡􀀬􀀬􀀡􀁉􀀮􀀮􀀡􀁮􀁌􀁙􀀨􀁦􀁌􀀮􀀮􀁴􀀡􀁁􀁄􀁄􀀡􀀧􀀡􀀱􀁁􀁉􀁓􀁏􀁬􀀡􀀡􀁩􀁬􀁬􀁎􀁾􀁾􀁓􀁉􀁦􀀧􀀡􀀡􀀡􀁦􀁅􀀠HU 􀁾􀁒􀀺􀀬􀀭􀀭􀀬􀀬􀀭􀁃􀀭􀀬􀀬􀀭􀀶􀁾
􀁾􀁾􀀠7415 LINDSEY R[I f'O 􀁾􀁉􀀠Il39 7735fW CllSTINIERI 000094 GH SIJPf'ORTSI 1-1',\1 SUPPORT -LITTleROCK, ARKAIISAS-722Ol (SO 1-490(4242)􀁭􀁬􀁬􀁾􀀱􀀠"ICA CORPORATION --1lIIN:HI 􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁊
􀁂􀁁􀀢􀀢􀁃􀁋􀁌􀁾􀁾􀁾􀁾􀀠.............􀁾...... WIND 􀁾􀁅􀁉􀀠IlllAll.RHIDI SIflII TYPE: .080 fLUM SlIFII 5.33 􀁾􀀠spec. 􀁓􀁾􀀠􀁾__􀀧􀀺􀀮􀀲􀁾􀀬􀀧􀀺􀁊􀁉􀀧􀀮􀀱􀀠􀁾􀁾..... Fi:>tL Sit.eJ 􀁾Cou>cz.S'ERAll
SIZE BACKIlROOND H 8.000 WIDJH: 4-.... 􀁾􀁾􀁊􀁔􀁙􀁐􀀮􀁉􀀡􀁊􀀺􀀮􀁣􀁅􀀺􀁌􀁮􀁗􀁉􀁪􀀬􀁉􀁾􀁾􀁾􀁾􀁾􀀮􀁊􀀮􀁉􀁟􀀬􀀮􀁥􀀵􀀢􀀢􀁤􀀠s: P0U.>J'j_l s_..J.l..l..C.QJJn-*._...L.t.... 􀁟􀁾􀁟􀀠. HEIGHT:
-8.000 CIl.ORI GREEII BORDER 11 L-3 HII 􀀫􀀭􀁨􀁾􀀠"CO ,N 􀁾􀁴􀁲􀀮􀀮􀀢􀁲􀀮􀁾􀁎􀀧􀀭􀁬􀀨􀀠"--Ie \;t low,.,. CDtS'" BOER LlIDlll: .50 CIl.OR: 11f! TE ..􀁾􀀭􀁾􀁾..----.. --------...._----BACKIl
ROll ND 2: (1,::-.s hC'v,n..) lr-J I c;;.y D ,j":' 􀁨􀀢􀁦􀀭􀀧􀁾􀀻􀀻􀀺􀀾􀀠..v. .p i ,.. ,,' .J < j 'i,an: TYPE: EXTRA: 􀁾􀁾􀁾􀀢􀀬􀀬􀀡􀁃􀁉􀁌􀁜􀁉􀀱􀀡􀁬􀀬􀁬􀁏􀀡􀁬􀁩􀁒􀁉􀀡􀀮􀀺􀁾􀁾􀁾__--'6I..h.f.c
h • ,,-" we S L,,!I I d u S-"'.._..􀁾􀁾􀁾􀀠BamER 2: CIl.OR: mUlE MIlKER!... DRAWN BY: CI£RIE I'l' SIZE COPJ LETTEr!.. H C K A ........H􀀬􀁾􀁾􀁈􀁾􀁾􀁙􀁾􀁾􀁾􀁾􀁁􀁾􀁾􀁖􀀠E 4.00 OC LET.SPACE
4.C) 4.C) 3.4 3.2 4.1 4.C) 3.7 3.3 4.0 3.5 3.6 2.4 4.0 3.00 OC CUM.SPACE 4.0 8.0 11.4 14.6 18.1 22.1 26.6 30.1 34.1 37.6 41.4 44.0 48.0 SERIES: D TYPE: l-3 􀁦􀁛􀁾􀀱􀀵􀁈􀀺􀀠WI 􀁃􀁏􀁾􀀺􀀠WHlTE
I'Y 51 ZE COPY LET TIR C K A H H Y A V E 3.4 3.2 4.1 4.0 3.7 3.3 3.5 3.6 2.4 6.04.00 LC LET.SPACe:......􀀭􀀭􀀭􀀧􀁾􀁾􀀧􀀭􀀢􀀲􀀧􀀭􀁾􀁾6.0 4.0 " ..... 3.00 LC CUM.SPACE 6.0 10.0 13.4 16.6
20.7 24.7 28.6 32.1 32.1 35;6 39.4 42;0 48.0SERIES: D TYPE: 1.-3 FINISH: WI COLOR: WHITE .._--_..... £C IAl IHSTRlCT IONS 􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭C(J>Y SPACING IS IN It«:HES AND EIGHTHS DECAL
ON BACl( IF 􀁓􀁉􀀢􀀢􀁇􀁈􀀢􀀧􀀭􀀭􀀭􀀭􀁾􀁾........􀁾........ i 3 in Jm 2 in 􀀭􀀭􀁾􀀮-..-.. -_ ... 
STREET NAME SIGNS SIGN NO.1 BLOCKSTREET NAME MOUNTINGLOCATION NO. CD MORRIS AVE. 4900 NEW SIGN POLE QUORUM OR. 15600 GOODMAN AVE. 49000 NEW SIGN POLE QUORUM OR. 15700 0 PASCHAL PL. 15700
NEW SIGN POLE GOODMAN AVE. 4900 , 0 PASCHAL PL. 15700 NEW SIGN POLE MORRIS AVE. 4900 I 156000 WI;TT PL. I NEW SIGN POLE MORRIS AVE. 4900 0 WITT PL. 15600 NEW SIGN POLE ADDISON CIRCLE
4900 .c:;; 􀁾.1 of 􀀱􀁾􀀱􀀠
Sample sign. IT Ll SI.Ibstr.tta shall be flat blade (ncn-<IIICII'Ude .080 aluminum.. !.IIIbIriI1g is m.. (5) inch V. F.H.WA series "S" upper and !ewer ease. Suftix and nt.IInbering is
ilIio and one-naJf (2112)'7' inch F.H.W.A. series "S" upper and !ewer ease. Sackgn:lUlld shall be 30M High InlllmSity Blue. All lettsring and numbels shall be 30M High Intensity Whita.
Length of sign sllall be proportionate IXllength of street nanne. . Signs shall be mounted on UnitslM:·TelesplI'. Pole sballbe one and 􀁾(1 3I4) inches square by 1.'NeIve (12) feet in
length. Pole base shall be c:cnstruc:ed at Unilstrut-T elesp:ar. Pole base is two (2) inctres sqUallt by 1f1irty six \,36) inches rong and reinfl'lcl:ed by a sleeve two and one-quarter
(2 1/4) inctres square by eighteen ('IS) inches long. All UnisInIt·TeIesp:ar pole and base assemblies are composed of 12 sa galvanized sII!eI. Regulatoly and warning signs shail be mounted
with 1f1e botIXlm at 1f1e signs at a minimum fleight at _ (7) feet and shail be mounted using Unistrut·Telespar drive riVe1s. Street name signs shall be mounted using Unistrut.Teiespar
sign m9unting cap (Unistrut Part Number SSOFL175C) and, where applicable, mounling cross stIeet names shall be mounted with a ClOSS pieee (UniSlrut Part Number SSOFL9OX). I No borders
at any kind are used. I Mews is not an acceptable roadway identifier. (please consider Wilt Ln., F1aschal Place. etc.) The street name signs shall be numbered with ttle bfoclc: numbers
as fellows: 􀀦􀁾􀁾􀁾􀁇􀁬􀁴􀁕􀁾􀀠4000 Wdt PI 1S600 Morris Ave 4000 Wilt P I t6ife& ISt,<:'" Morris Ave 5eee' 􀁾􀀠Gccclman Ave 4000 GcccIman Ave SQS& 􀁾􀁏􀁏􀀠Pasdlaf PI 15700 Pasdlal PI
15700 Quorum Or 15600 Quorum Or 15700 Q'!Op'-Qr 􀁾􀀠rt'\ort"H 􀁾􀁥􀀡􀀮􀀠4111 j)O 
(972) 450·2871 16001 Westgrove June 19, 1997 Mr. David Meyers Huitt-Zollars, Inc. 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204 Re: Addison Circle -Phase I -Electrical Design -Pedestrian
Street Lights Dear David: Enclosed you will fmd an executed contract extension authorizing Huitt-Zollars proceed with the work outlined in your letter dated May 12, 1997. Please call
me ifyou have any questions or need additionalinfonnation. Sincerely, Director ofPublic Works amh Enclosure 
HUITT-ZOLlARS Huitt-Zollars, Inc /3131 McKinney Avenue I Suite 600! LB 105/Danas, Texas 75204-2489/214/871-3311/FAX 2141871-0757 May 12, 1997 Mr. John Baumgartner, P.E. Director of Public
Works Town of Addison 1'.0. Box 144 Addison, Texas 75001 RE: Addison Circle Phase I Electrical Design -Pedestrian Street Lights HZI Project No. 01-1822-15 Dear John: We have reviewed
the design and plan production requirements for the electrical engineering components of the Addison Circle pedestrian street lights and are pleased to offer this proposal. This work
has come about as a result of the decision to make the street lights a system to be owned and maintained by the town of Addison rather than T.U.E. and the direction that the lights be
metered. Our Scope of Work will be as follows: • Review the fIxtures that have been selected and determine their power requirements. • Establish points of service and circuit confIgurations
per T. U .E. original plan and modifications necessary due to construction to this date. • Prepare electrical plan sheets for inclusion in the public infrastructure set as a change order.
• Prepare line and panel schedules. • Prepare specifIcations. • Process plans for approval. We propose to perform the foregoing scope of work for the Lump Sum Fee of $5,600. All reimbursable
expenses will be covered under our existing contract for the public infrastructure. We will submit a separate proposal for preparing materials to bid the work as a· separate package,
if necessary. G:\PROJ\Ol182207\JB0512.PRO DaUas I Fort Worth I Houston I EI Paso I PhoeniX I Tustin I Ontano I San Clemente 
Mr. John Baumgartner May 12, 1997 Page 2 This letter shall serve as a contract extension and its tenns shall be covered by our original agreement dated April 2, 1996. We appreciate this
opportunity to be of continued service to the Town of Addison. If this proposal meets with your approval, please sign and return one copy as our authorization to proceed. Sincerely,
ACCEPTED FOR: TOWN OF ADDISON HUITT-ZOLLARS, INC = If:-IJ{tlJ "?::J Signature Andrew C. Oakley, P.E. Senior Vice President Printed Name and Title 0-//ftzACO/glcm Date G:\PROJ\01182207\BN0102.PRO

HUITI-ZOLlARS Huitt-Zollars, Inc, 13131 McKinney Avenue I Suite 6(X) /LB 105/Dallas. Texas 75204·2489/214/871·3311/FAX 2141871-0757 July 16, 1997 Mr. Mark Person Gibson & Associates,
Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZI Project No. 01-2013-01 Dear Mr. Person: Gibson & Associates is authorized to proceed
with the installation of alternate street sign posts, brackets, mounting hardware and fmials per the prices quoted in your letter dated June 26, 1997. Please note that six ofthe posts
and mounting hardware, 12 ofthe wing brackets and 94 of the finials are spares to be delivered to the Town of Addison. Contact Mr. Bruce Ellis when the materials are ready for delivery.
Change Order No.8 will include the above mentioned items. Please call if you have any questions. Sincerely, HUITT-ZOllARS, INC. 􀁾􀀬􀀮􀀯£ jl!qe,:, David E. Meyers, P.E. cc: John Baumgartner,
P.E.-Town ofAddison Bryant Nail-Columbus Realty Trust Dallas !For! Worth I Houston I EI Paso !Phoenix I Tusl1.n I Ontario 
HUITT-ZOLlARS HutNonam. Inc, 13131 McKinney A'MI1UC/Sulte G(W)I LB 105 lOalfu. Tpu 􀀷􀀵􀀲􀀰􀀴􀁾􀀱􀀲􀁦􀀴􀀱􀀸􀀷􀀱,3;3t1 t FAXZ141811-07!7 July 16, 1997 Mr. Mark Person Gibson & Associares,
Inc. P.O. Box 800519 Balch Springs, TX 1S18()'(}S79 RE: Addison Circle Phase 1Public Infrastructure HZI ProjeclNo. QI.2013-01 Dear Mr. Person: Gibson & Associates is authorized to proceed
with the installatio.a of aItematl.I street sign posts., brackets, mounting /wrdware and fUliais per lite prices quoted in your letter dated June 26. 1997. Please note that six ofthe
posts and mounting hardware. 12 of the wing brackets and 94 of the finials an: spues to be delivered to the Town ofAddison. Conlact Mr. Bruce Ellis when the materials are ready for delivery.
Change Order No. II Will include the above mentioned imrns. Please call ifyou have any questions. Sincerely. HUITT·ZOLLARS, INC. 􀁾􀁤􀀡􀀯􀀿􀀧􀁾􀀠John Baumgartner. P.E.·Town ofAddison
-q'1 􀁾􀁾􀀠450'.:1S31 Bryant Nail-Columbus Realty Trust 
HUITT:2DLIARS Huitt-Zollars. Inc. /3131 McKinney Avenue I Suite 600 I LB 105/Dallas. Texas 􀀷􀀵􀀲􀀰􀀴􀁾􀀲􀀴􀀸􀀹􀀯􀀲􀀱􀀴􀀱􀀸􀀷􀀱􀁾􀀳􀀳􀀱􀀱􀀱􀀠􀁆􀁾214/811-0757 May 5, 1997 Mr. Mark Person
Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrasfrucrure Tree Light Conduit HZI Project No. 01-2013-01 Dear Mr. Person:
The Town of Addison has agreed to the elimination of tree lights on all streets except Addison Circle (formerly Mildred Street), around the modem roundabout and the west side of Quorum
Drive. This still results in an increase in contract amount because the original contract quantities for these items were allowances which were not based on design plans. Please see
the following sheet for the contract quantity changes. We will transmit revised sheets 54A and 54B of 137 in the next couple ofdays. Please ci!.!! ifyou have any questions. Sincerely,
HUITT-ZOLLARS, INC. 􀀮􀀹􀁤􀀮􀀮􀀮􀀺􀀺􀀺􀁦􀀱􀁾􀀠cc: 􀀧􀁉􀀡􀁬􀀱􀁾􀁧􀁥􀁲􀀮􀁩􀀾􀁬􀁴􀁩􀁑􀀧􀁾􀀧􀁦􀁷􀁾􀁨􀁾􀀡􀁩􀀠 Bryant Nail-Columbus Realty Trust Jim DuffY-Columbus Realty Trust Oanas I Fort
Worttl JHouston I EI Paso I Phoenix /Tustin I Ontario I San Clemente 
PROJECT: ADDISON CIRCLE PHASE I PUBLIC INFRASTRUCTURE PAGE 1 OF 1 TREE LIGHT CONDUIT ANALYSIS DATE: 05105197 ORIGINAL REVISED QUANTITY AMOUNT ITEM CONTRACT CONTRACT CHANGE UNIT OF NO.
DESCRIPTION UNIT QUANTITY QUANTITY PRICE CHANGE SCHEDULE II -STREETSCAPE IMPROVEMENTS 202 1" TREE LIGHTING COUNDUIT LF 1000 2005 1005 $3.40 $3,417.00 204 STREET LIGHT & TREE LIGHT PULL
BOXES EA 50 70 20 $226.80 $4,536.00 256 3" TREE LIGHTING COUNDUIT LF 1000 470 -530 $4.97 ($2,634.10) 261 2" TREE LIGHTING COUNDUIT LF 2600 2595 -5 $3.89 ($19.45) ITotAl _... $5,299.451
G:\PRQJ\Ol201301'i.ESTlMATE\TREECONDJ«.S 
HUllT-7C>LIARS 􀁈􀁵􀁩􀁴􀁴􀁾􀁚􀁯􀁬􀁬􀁡􀁲􀁳􀀮􀁬􀁮􀁣􀀬􀀠13131 McKinney Avenue ISuile 600 /LB 105/Dallas. Texas 75204-2489/214/871-33111 FAX 2141871-0757 May 14, 1997 Mr. Mark Person Gibson
& Associates 11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180·0579 RE: Addison Circle Phase I Public Infrastructure Dear Mr. Person: Gibson & Associates is authorized to proceed
with the relocation oftwo water meters at a cost of $61O.00/ea for a total cost of$I,220.00 as stated in your letter dated May 13, 1997. Please call ifyou have any questions. Sincerely,
HUITI-ZOLLARS, INC. fl,-",tf 􀁾􀂷􀀻􀁮􀁢􀁪􀁥􀁲􀁳􀀠David E. Meyers, P.E. DEMIpsp cc: Bryant Nail -Columbus Realty Trust Jim Duffy -Columbus Realty Trust 􀀧􀁊􀀮􀁑􀁾􀁊􀀮􀁩􀁴􀁡􀀬􀁜􀁪􀁭􀁾􀁥􀁦􀁻􀁩􀁩􀀬􀁔􀀶􀀬
􀁗􀁩􀀻􀁮􀁲􀀺􀀺􀀬􀁪􀁜􀁱􀁬􀀡􀁬􀁩􀁾􀁢􀁩􀁩􀀬􀀮􀁾􀀠G:IPROJ\OI201301\MP()51497.LTR Dallas /Fort Worth I Houston I EI Paso I Phoenix I Tustin I Ontario I San Clemente 
HLIITIZOUARS 􀁈􀁵􀁩􀁴􀁴􀁾􀁚􀁯􀁬􀁬􀁡􀁲􀁳􀀬􀀠Inc, /3131 McKinney Avet\ue I SUite 600/LB 105 I DaUas, Texas 752()4..2489 , 214/871..-331 1/FAX 2141871..0757 June 10, 1997 Mr. Mark Person
Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infra.structure HZ! Project No. 01-2013-01 Dear Mr. Person: There is a small
section of sidewalk in front of Building "B" that will require grading of a small, gradual valley to insure that water does not drain back towards the building slab. The most westerly
I 0 to 1 5 feet of the building slab at elevation 629.74 is vinually the same elevation as the top of curb on Addison Circle. For this reason we request the sidewalk be graded to an
elevation approximately 0.25' below the building finish floor at a point halfway between the building and back of curb. The valley should gradually fade away as you approach Witt Mews
where the elevation on Addison Circle is well below the building slab. Please call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁶􀁤􀁊􀂣􀁐􀀱􀁾􀁥􀁡􀀠David E. Meyers, P.E.
cc: 􀀱􀁩􀁊􀁢􀁨􀁮􀀻􀁩􀀳􀁩􀁩􀁷􀁮􀁧􀁡􀁲􀁴􀁬􀁩􀁥􀁲􀁩􀁅􀀮􀀻􀁅􀀺􀀬􀁾􀁬􀀩􀀺􀁜􀁾􀀾􀁑􀀨􀁁􀀼􀀡􀀡􀀱􀁩􀁳􀁯􀁮􀁬􀀠 Bryant Nail-Columbus Realty Trust Q;\PROM12UlJO 1 \.\otP06 1091.LTIl 
:T FOR THE CIVIL PLANS .CT DOCUMENTS. THE ANDARD ITION 1987. BY THE ,RDPECIFICATIONS MAY BE NTRAL TEXAS RAWER COG. BULK DISCOUNTS ARE OR PLANT ING AREA. 55 MUST BE MADE ..NO LANDSCAPE
r OF PLAN ELEVATION "OED BY THEIHTS. DEVICES. ETC. INS MUST CONFORM TEXAS MANUAL ON "EXAS DEPARTMENT EO TO 95% OF IOISTURE RE TO BE REMOVED • IF REQUIRED. WILL HE UTILITY SHALL BRING
TO 􀁾􀀠CONFLICT SO THAT '( RELOCATIONS. 􀁾􀀠THE PLANS AND 􀁾􀁁􀁔􀁉􀁏􀁎􀀠OF THIS :ASURES UPON 􀁾􀁎􀁔􀀠OF PAVING. MEASURES WHEN NOICATED IN _ . _.._v.. I ...... ,," M CONTRACTOR 􀀻􀀺􀀻􀁈􀁾􀁾􀁬􀀺􀀺􀁉􀁯�
�􀀠......'.L \. 1-800-344􀁾􀀮LOCATIONS PRIOR EXCAVATION. SEE DOWN• i· FF = BUILDING "A" 
HurrrillIlARS Engineering I Architecture DalIu • Fort Wmd! • HmutlJII • £1 Paso • Phomitr • Tustin • OnJario • San Clc""'"il! FACSIMILE TRANSMITTAL Date: :Z... LI -4 t. ""tJ..1Fax No.:
1.,1H-Z Proj. No. • I. 161.2...D4 No. of Pages: 1:. (Including Cover Sheet) -':.'s'. .t o URGENT )( For Your Review 0 Please Call Upon Receipt 0 Orig. To Follow By Mail BJ,1.... SENT
By:,__________ TIMl!:____ 􀁄􀁁􀁔􀁓􀀺􀀬􀀺􀀺􀀭􀀭􀁣􀁣􀀺􀀺􀀭􀁾􀀭􀁟􀀺􀁟􀀺􀁾􀀺􀀺􀀺􀁟􀀠q 1"" h"" ""1 1""0/.... =-,<lot T__..s. p/nH'_IJI., Iam. Wll1II..-1M 􀁾..WI ."".. (.!14) 871· JJJJ. 11tIW:-.
3131 MclGnneyA.lIOnUli • Suiltr 600 • DaJlu, T_ 1$104 • (214) 871·3311 • FAX (214) 871·07$7 
HUlt1,zOlIfS.lnC. J􀁅􀁮􀁧􀀡􀁲􀁴􀁴􀀺􀁴􀁴􀁉􀁦􀀧􀀱􀁁􀀹􀁉􀁁􀁴􀁃􀀡􀀧􀀡􀁩􀁬􀁬􀁃􀁬􀁵􀁲􀁉􀁴􀁊􀀳􀀱􀁾􀀱􀀠McI'Vn,.,AV!'nve' ISt.WtBOOO/tB l05J DaUBS. tR&l7S204-24161 Z1"'871·3Jll I FAX:21 ....e7fo0757
􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---------􀀭􀀮􀁾􀀭-_. . .._--ADDENDUM NQ. S To The CnDlllrudlOll Spedlleatlons And COllner Doc:umen1:o Fur ADDISON CIRCLE PBASEI PUBLIC lNFltASTRUCTUlIE
Februa.ry 21. 1996 L CONSTRUCTION SPEClF1CATIONS AND CONTRACl' DOCUMENTS SECTION AD • ADVERTISl1jMENT FOR BB!5 Add the following section: II. A P..,..Bid Meeting will be beld at 2:00
p_rn. on Tuesday, Fchrtllll")' 27, 1\196 aI lite Addisun Service Cen' ..... I!5l!QI Weslgrove Drive. Addison. Te ... 75001. 214-450-2371. All bidders ate ene"uraged [0 auend. 11. CONSTRUCTION
PLANS I. 􀀮􀁒􀁥􀁰􀁬􀁾􀁥􀀠die nOle on Exhibit "40". issued in Addendum No.4. which begins "CONTRACfOR SHALL PROVIDE GRADING AND PLANT BUFFALO GRASS SEED.,," with the following: "CON'fRACI'OR
SHAI.L PROVIDE AND PLANT BUFFALO GRASS SEED, PER TIm SPECIFICATIONS. ON ALL DISTURBED DISTURBED AND GRADED AREAS WITHIN THE TOWN OF ADDISON'S PROPERTY. PROVIDE TEMPORARY IRRIGATION FOR
THE SEEDING UNTIL IT IS ESTABLISHED AND ACCEPTED BY THE TOWN OF ADDISON. THIS WORK SHALL BE COMPLETED BY JUNE 30, 1996." The 􀁧􀁲􀁾􀁤􀁩􀁮􀁧􀀠ou rhe water towa.ik: !IIld ut lbe we.>!
􀁾􀁮􀁤􀀠af Mum.. Av.nue will be dune b;y the contractor hired by Colwnbul (or their private devcl<'pmenl. END OF ADDENDUM NO.5 􀁾􀁕􀀳􀀤JFoo WOIth I Hovsttm JEI PaSQ f PhOf!M I Orange
Coonly 
HUITTZOUARS 􀁾􀁷􀀠􀁉􀀬􀁾􀀠􀁾􀀤􀀠di U Hultt·Zollars Inc f 3131 McKinney Avenue I Suite 600 I LB 105/DaUas, Texas 75204-2489/214/871·33111 FAX 214/871·0757 November 25, 1996 Mr. John Baumgartner,
P.E. Director of Public Works Town of Addison P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase I Public Infrastructure Construction Phase Services HZI Project No. 01-2013-01 Dear
John: Pursuant to our telephone conversation of last week, I am writing to elaborate on the current status and future requirements of the referenced contract for construction coordination
for Addison Circle Phase 1. Our current contract is for a total not-to-exceed $90,000 at hourly rates including consultants and reimbursables. Internally the project was set up with
an allocation of $72,000 for Huitt-Zollars, $13,000 for Newman Jackson Bieberstein and $5,000 for combined reimbursable expenses. As you and I have discussed, the level ofeffort to date
has been somewhat greater than expected and the budget is nearly expended. As of November 2, the cumulative fees are approximately: Huitt-Zollars, $71,230, Newman Jackson Bieberstein
$4,480, and;reimbursables expenses $4,900, for a total of $80,610. Obviously we will not be able to complete the project without an extension of the budget, even at a reduced level of
effort. We have reviewed the current status of construction relative to the remainder of the construction schedule to arrive at an estimate of the probable level of effort that will
be required to provide an appropriate level of support. The result is our prediction that approximately $54,000 in additional services will be required to complete the project based
on the attached spreadsheet. Our estimate is based on the fact that public infrastructure construction is now scheduled to continue until November of 1997 as streetscape is installed
incrementally when each of the three apartment buildings and the Bosque Park is nearing completion. Since the Phase I project, in total, has apparently exceeded the Town's allocation
of $4,500,000, we are aware that any additional costs are likely to be borne by Columbus Realty Trust and, as such, they should be party to any extension of this contract. We have therefore
included a signature line in this proposal for Columbus to acknowledge and are transmitting a copy to Bryant Nail simultaneously with this transmittal to you. G:\PROJ\O 120 13{)!VB 1125%.LTR
Dallas! Fort Worth I Houston I EI Paso' PhoeniX I Tustin I Ontano I San Clemente 
If the Town and Columbus agree that the contract should be extended as indicated, please return an executed copy of this proposal to us. This letter shall serve as a contract extension
and its terms shall be covered by our original agreement dated April 2, 1996. Sincerely, Accepted for TOWN OF ADDISON HUITT-ZOLLARS, INC. Signature Andrew C. Oakley, P.E,,'--Printed
Name and Title Senior Vice President ACO/psp Date cc: Bryant Nail Acknowledged by COLUMBUS REALTY TRUST Signature Printed Name and Title Date G;\PROMI20l30 l\JBI 125%.LTR 
HUITT-ZOLIARS Huitt-Zollar's. Inc' 3131 McKinney Avenue I Suite 600 I LB 105 f Dallas, Texas 75204-2489/214/871-3311 ! FAX 214/871·0757 November 25, 1996 Mr. John Baumgartner, P.E. Director
of Public Works Town of Addison P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase I Public Infrastructure Construction Phase Services HZI Project No. 01-2013-01 Dear John: Pursuant
to our telephone conversation of last week, I am writing to elaborate on the current status and future requirements of the referenced contract for construction coordination for Addison
Circle Phase I. Our current contract is for a total not-to-exceed $90,000 at hourly rates including consultants and reimbursables. Internally the project was set up with an allocation
of $72,000 for Huitt-Zollars, $13,000 for Newman Jackson Bieberstein and $5,000 for combined reimbursable expenses. As you and I have discussed, the level of effort to date has been
somewhat greater than expected and the budget is nearly expended. As of November 2, the cumulative fees are approximately: Huitt-Zollars, $71,230, Newman Jackson Bieberstein $4,480,
and reimbursables expenses $4,900, for a total of $80,610. Obviously we will not be able to complete the project without an extension of the budget, even at a reduced level of effort.
We have reviewed the current status of construction relative to the remainder of the construction schedule to arrive at an estimate of the probable level of effort that will be required
to provide an appropriate level of support. The result is our prediction that approximately $54,000 in additional services will be required to complete the project based on the attached
spreadsheet. Our estimate is based on the fact that public infrastructure construction is now scheduled to continue until November of 1997 as streetscape is installed incrementally when
each of the three apartment buildings and the Bosque Park is nearing completion. Since the Phase I project, in total, has apparently exceeded the Town's allocation of $4,500,000, we
are aware that any additional costs are likely to be borne by Columbus Realty Trust and, as such, they should be party to any extension of this contract. We have therefore included a
signature line in this proposal for Columbus to acknowledge and are transmitting a copy to Bryant Nail simultaneously with this transmittal to you. G:\PROJ\OI2QI301\JB 112596.LTR Dallas
I Fori Worth I Houston I Er Paso I PhoeniX {Tustin I Ontarro I San Clemente 
If the Town and Columbus agree that the contract should be extended as indicated, please return an executed copy of this proposal to us. This letter shall serve as a contract extension
and its terms shall be covered by our original agreement dated April 2, 1996. Sincerely, Accepted for TOWN OF ADDISON HUITT-ZOLLARS, INC. Signature Andrew C. Oakley, P.E. Printed Name
and Title Senior Vice President ACO/psp Date cc: Bryant Nail Acknowledged by COLUMBUS REALTY TRUST Signature Printed Name and Title Date G:'lPROJ\01201301\JBI12596.L1R 
Prepared by Huitt·Zoliars, Inc 11126196 Page 1 ADDISON CIRCLE PHASE I PUBLIC INFRASTRUcTURE CONSTRUCTION ADMINISTRATION WORK PLAN ITA FINAL! PM PE Cl RECOF PM REIMB ORCONST NEVIIMAN.
JACKSON & SIEBERSTEIN SITE VtSITS FOR CONST. COORDINATION"t.-OOSERVATIOO c.. -􀁾􀀠IMISC, cor PM LA Cl GRAND TOTAL LESS REMAINDERQF' NET TFEE 􀁬􀁆􀁾􀀠TASK AMOUNT RMONl rJUN 'ff7l JUl'S71AUG
' _ 􀁾__ 5,760,00' ,,_ 81 8 8 81 81 81 81 81, 8 ,s_'62,50 j" 0.5 0,5 0,5 06: 􀁯􀀬􀁾􀀠.0'1 􀁯􀀧􀁬􀀭􀀭􀀭􀀭􀀢􀀧􀁾􀀠0.5 S 5,760.00 8: 8 8 8 i $ 162.50 0.5' 0.5 0,5 0.5 $ 2,400. $ 455. $
1,000. 􀀭􀀳􀁾􀀧􀀠S 4,900,00 ,I0,5 ._4Dj4o±=ia; 18 10 5 6 5 5 T'971Nov' 6 a,! 􀀰􀀵􀀱􀁾􀀠0,5 2 .."'L' 20 --;0_OJ:':; --'it PE=PROJECT ENGINEER PM=PROJECT MANAGER PP=PROJECT PRINCIPAL DR=DRAFTER
CL=CLERICAllA=LANDSCAPE ARCHITECT G".IPROJ'.01201301\WORKPlANXLS 
HUITT-ZOLIARS Dtsl/Ju • Fan IVwth • Ho_ • EI PMD • Pit«ni>: • TW'tin • Onl41io FACSIMILE TRANSMIITAL Dale: S /14-/' 1 FuNo.: '12-45'<>-281 H-Z Proj, No. t!)' z,1.J1M. i KURGENT For YOW'
Review 􀁾Please Call Upoo Receipt 0 Orig. To FoUow By Mall 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭/SENT BY:--:.,..-__􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀬􀁾􀁾􀁾􀀭􀀺􀀭􀀡􀀧􀀢􀀠􀁬􀀱􀁍􀁅􀀺􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀮�
�􀀮􀀮􀀭􀀺􀀺􀀭􀀺􀀭􀀺􀀭􀁾􀀠􀁄􀁁􀁔􀁅􀀺􀁾􀀺􀀭􀀽􀀭􀀬􀀬􀀺􀀭􀀭􀀻􀁣􀀭__ f11"" 􀀱􀁉􀁤􀀴􀀮􀀮􀀮􀀬􀁾_'III<F__.,..... _iI>t __d ._.. (214) '71·1111. __ J131 McKinnq ..4""...... Suite 6Of) • J)aJ/o:r,
T..... 7!J204 • (214) 811·JJll • FA.Y (114) 87[,(1151 " 
JU'f1 U" Man:h 21, 1991 Mr, lohn 8awnpl1ner fOWl! of Addiso1l PublIc Wom P,O, SOl( 144 AddIson. TIC 15001 RS: Addi.on Circle P!wc I PIIblic 􀀱􀁮􀁬􀁩􀁡􀁳􀁉􀁲􀀱􀁉􀁾􀀠 AlI.mate Sttllet
Signs HZI Project No. 01-20134)1 DearJobn: Columbus Realty TI\ISt would like 10 ..... lIII aIlemille.stree1 :N1fl ""lit as >l!owD 00 !he attacbed gr;Ipbic by RTKL. They will usc the
$Ilmd&rd city _ sign willi a wing bradcet attacbment to the po$t as $bown no pap 22 of the SA-SO caIalOt;. The /iaiaI would attadl to lb. post' similar \!Ilbe post caps >l!owD 011 pqt22
o(rIIe SA-SO catIIog. The finial would be QIJIIIufactured witll aluminum III8Ierial and painted 801d. We propose rile use o( a 3" O.D. hot dipped galVlllliud post painted black, per
lWIl1lIfiumuers n=mmeadalion, to match the sIJee[ lights. We ptopoJe tile post fllUlldalion illSfa!lation and 1I'ianp1ar slip base detail showu 0" TxDOT $IAAdatd delail sheet SMD (1-3)
"Pipe MOlIDtms DtIiIib for SmaU Roadside Signs". The stop 'iII'S would be lIIOIIItIed to tile post usiDg mounting clamp dataiIs Iiom rlll)OT sIIIrIdard detail sbect SMD (1-2). Thete
ate six IOC<llionsoo sheel11 of\he pllllSlIIlll"c request the 'use oflhisaltematcpo$tlllldmollllliD& barlIwate. IftIIi3 altClnille is acceptable,plwtprovide us wid! the amOlllll ofextta
PO'it>;. brackcB and mwnling bardw.... thal will "" requiRd. We "ill blrte a meeting with Gibson &: Associal•• to iDiIiate a clwljje order p...,.,.. upon notification of approval. If
the altemate is not app!Oved. we will "'lease Gibson 10 otdcr til. Ue«S$IItY Uni-sInIt posts and bard",...,. Tbllllk you for yoW' assi_c in this maner. Sincerely. HUfIT-ZOLLARS, INC.
􀁾􀁬􀁴􀁉􂂬􀀺􀁪􀁊􀁉􀀯􀁾David E. Mcym. P.E. OEM/pIp cc: Robin lones -Town or Addison Btyant Nail -Columbus Realty Trust 
􀁉􀁾􀀢􀀧􀁉􀀭􀀭􀀭􀀭STANOARDSTRm SIGN or 􀀯􀁾􀀭􀀭OI'£N -.;.....----PAINTEDOOlDFNAI. t-----STANDARD STRm SIGN ---...-----3' STANDAlIO IM!hJl"IIl STANDARDsrREET SIGN._ 8111'111119&: Iii
eepyAaMfl lIfE !lUi IItiE STANDARD STOP SIGN POlE PAINTED 10 MAlO! UGHf POlEs AND STRfEI" FlJRNllURE ADDISON CIRClf STREET SIGNS SCAlE: 3/4" = 1'-0" 
--of dre.clslllumfnurn fur ulllform strengIII • 5'/.w wide bracIcet pI'OIIIcts against wind WII'P • Use wilh 6" or 9" super sIZe atnret 􀁾􀁉􀁲􀁥􀁳􀀠Pest cap i.for 2'h' 00 pooL Pl...
lIoIder 0111>0111 br.ocbots is"I.' wide. Set KOW$ iacJuded. _110. 110.35 W"1I'Ig lrackeb • Mount 10 exIItIng poslIln congested ... • $1andanI14" or hIInY duty 24" of support __Ilabilly
• T-bollm design ellmlnar. and drilling • For IIat or exI'IvcIed tIgn p/atelI Wiag 􀁾fit ..U!ldtd II1I<I flat plaIes. Bolts ... SItlIpS 10 ""1 m" poie. Heavy dUIj' brdu pnmdes b<ll1IIIIiI1lII
"'I'i"'d 'Z4 iDo:IIa oloaJ "'" blade. A widet ___........ ho::Idr.ct _11:1 pvl<aad ..􀁾up 10 􀁤􀁮􀁡􀁢􀁬􀁡􀁤􀁬􀁯􀁦􀁾􀀠 sllllj!piag. SImppiDIl for QSC with Ibis bracbt is. $Old oa PIIF
•• ""'-.... y." set_VIIng &arM ___._._.___ 03Q0iI;' 114.55 ... Heavy 0u1y wv", fIIIcQt..._..,._-._.._.. 0SQ2IS J2U5 ... Polished DieoCast Aluminum Brackets TIIo 􀁾is III smoodI. dir_,!gminmn
Sef_are ziuc1llMi A. Post "'P for'Z'h" 00(........diame!er) polL SclIiClWO iolI::lucbI. ....................._...._.................._ .._........._ ..MC41Q sus... 8. 9/)' braobt fot
_ ..... assemblies. Set _ ... iDcIucIed. ._... _ ..__.._••_ ........􀁾....._ ..__."_....__.. 4$Q41t SI.85 .. C Post "'P for T' OD <_ide diameoor) p!*-Set ........ iDt:IIIded. _._..._
....._......__.__........_____ I1fU1i .. D. Bra<", for III 􀁕􀁾""",. ScI __mllIo><-lIoId boilS IIICIudeIl. _...............__...__.........___.._ •.c&Q41, SUI.. E. 45' br.u:kot. Also
...aria ... 180'...., ..... Set """'" mI . round«od bolt aodo... ill<ludcd. __.... _ ..4$Q412 $111.35.. I Stainless steel strapping and other sign hardware. 9 page ORDER BY PHONE 800-527·2450
22 HARDWARE I BRACKETS 
-Econom'" IIIIminum • AI!acII tilt 1igM102'/." OOpoats without drilling ItI'aIllJ mrudIcI • AD 1IICIIIIl1II1IIIIIInIwarlIlndudld IIIIImInom IInIcIoII ••••.ClSQtSC .Ulllpt. Brackets far
2'1-''' OD Posts • Order double bl'lCket IQr Ilack-to-ORlc signa 'l'hcse b<uckCI$ ..., lIUIde of 􀁺􀁩􀁬􀁉􀀼􀁾􀀠>I!lel. the si.aP b!oi:lIcI 􀁾l uIlrIldIcIS. Zl)"-boI... 4 ....II1II2 ""'-<Op
screws. The doubIo bn!:bI. foc l>1I<k_ 􀁢􀁡􀁯􀁾.1_ i.,.;W4es: 4 􀁉􀁊􀂷􀁾􀀮􀁾􀀠bolls and DUI> and 4Il0:l_ 5Cm"'. Sing'. 8tackst .......03Qlfi!i 17'.5Wpt. 00uI>Ie Sr&d'.et •..•••03Q1i6
511.51Wpt. • MJualaIO 1ft 4-12" poats • 10 pa/nJ 1*CIII'ton Buc:I<Ie llnock8I!I ••••..03Q140 $l1.91ii1j1r. Back-To-Iack InstIIIlation CIampa • No nted to Slagglll' braclll!ll DitH:05l
alu.miDW!! WOl\', IUS!. Cou!ple .......ly iocl!ldes: 4.11mps. &IIUII and boll>. and 4 ,.-. to-Incl • MOUlder .,........ CIdmIIm.. If ....fDr'1'OO.... _ 􀀽􀁢􀀭􀀮􀁾􀀻ooiiCiii' .0IQ1. ........125.,
...... -.. _.... .IIIQ1SO tI.SO/tr. •can onlyba renKMld wIIh InllbtfDa' 1llis 6063-1'6 6 ollllllilnm1 _ improveI sip secIItIIy willi its 'I.dS'!." dIcft-proof .....l-zillc: 􀁾.........
rHl...􀁾l/-8r.!duIt .......1I3QO;I4 113.!l11pr. Sign Clamp ....................03Cl243 111__• Tool ••••••••••••.• " .1I3Q03& $4.5GieI. D__'" 't _ • g/CI_' S t ... The fat, easy, Y81l1B1i1.
way to clamp_Iuol ,""....lIppm _ .....ng rS em ..... almost anything . . 8 SIGN I TUBULAR POST ACCESSORIES Filr -..!mRs. pipes. pora. _ wi ..1vI1I: • -..0(odIor 􀁣􀁾􀁰􀁲􀁯􀁉􀀾__ 1bo
Bud." $ysItID is 1IIc.....ua.t_. __ciampi.. fDr ••ariecyoc..ill......... 􀁾􀀠Ih"KJ 30", Easy Sella BInd: TIkt die """""""'o.t0(􀁾􀀠"!'hm·s ... _or􀁾􀁾I'a!IotuId imprim .. !lie ..........__i1
'""""1. I.._'!MII dJo ..... .........01<I!amood ..nsos !lie dbmdr'" be cllUIIII"i-illiocht:s. .w llOlda. *'"",u outIII: 1'fI':i.. "'"SIb 1IftdolI.1IXJ I""IOU of: y,'boucIiDiBand-It TIIII!!
""""s lludy. wlIIii",ooI CIII1iIlJ COR for &s, SQIe IIQd. &sy ",..nu Iivm IIudiag _Il10 wIarIiq 􀁾􀀭-coiIiII!:ad""""lillJ􀁾􀁟Holds. ftiII WI lUll Cool TOQ/: Tho 􀁉􀀾􀀻􀁯􀀮􀁤􀁾toot i>
_ ..... _ad....,. III .... New I>!lic <1IO'Y liJIiIII_ 􀁾_,iIIlpc:n'iou II> 􀁾􀀠dIernie>Is 􀀪􀀢􀀬􀀱􀁉􀁉􀁯􀁾Sprin;-1mIie<I &riwct lever.... R, ea. SUO ... S66.SQlICII $29.95 lIIlXIIoo
ORDER BY PHONE aoo.s27·2450 
,. VERTICAL CI..EARAJI,KjE OF SMALL SIGNS ALL "TYPES OF ROADWAYS _.."--....... .." oJ" zt" *..ai" n If' .... Sf" n ... ....-....􀁾1iIIi_ 
• ft_ ., "--...."---L. L.ATERAL CLE'.AR.ANCE OF SMALL SIGNS ) TIE RIGHT OR LEFT SIDE OF ROADWAY '''T. ,... ..TtMAU, ..-&.0IIII1'0IIII ",Y'MIIOO,=",.:f.:r,.GIl r SctIoft y-y U-Bolt ....t"
10 • ... .. n;z """ If...... .....􀁾􀀠......... ..-.N « ......-................. _ ........ -'111 .....' 3 TIIIIl.I-' 5. 􀁾􀁮􀁰􀁯􀁥􀁭􀀮􀀠_..-1lBf• i I'MI'IIMIMlilt_.iiiiiili' I fs I
􀀲􀁩􀁀􀁊􀀮􀀾􀁾􀀠L 1IIIlli. 1. 0III"I15 lID. AU. n' E$ lImZ W ... 111M.JIll! _ IIPJIIIIS. 11_J. .._.,. 􀁾IUIJIIII.u..r.. ,., 1m MY • lID 11_􀁾􀀮􀀱􀀱􀀧􀀢. 
---u.· U 4.-..... , , '.........'.. .."" ... ----0·· ............_(f) 1IIII1rtIIII:..........."............ _.....aMCII......_IftIO'IIII_.....",. ...._ ....___􀁊􀁏􀁉􀁦􀁴􀁡􀁾III .......,..-,..........
..._ ....---...-___ ..-..􀀮􀀬􀀮􀀮􀀮􀁾......_--,...........,.."...􀁟􀁾􀀮􀁃􀁉􀁕􀀧􀁉􀀧􀀠."......,._ ............,.,--"'.... • w .................. _ ....._ ....... _..."..... n. 􀁾....􀀬􀀮􀁟􀁾...
to =--===--:..-===-_....,-"".._..... 􀀢􀀮􀀭􀀭􀁾􀀭........-...... _. --$$Z .......... ..........._......-... .. _.-:.............".-.."""-_ .....au__....... I' I. ____"-'fICIIl. 􀁾􀀠..
,... .......---.....-... ,... ___-.'111'_ .............. . ---..----..􀀭􀀭􀀢􀀧􀀭􀁾...,..,.-,,--_...... .. __4T .......__..____ --....-Sk.Jn f'Ilst a Stub Post Elevation ,,-.. TRIANGULAR
SUP BASE SHIM [)£TAIL 􀁾,....,..1 n.: ,. 􀁾􀀭......... -lMIWI'-II,DlO 􀁾U.....,.'1D .,... 􀁾􀀬􀀮􀀠..... IIIIIf ,.., , n.a .... "" WI• .... 􀁾• 􀁾• ....,.............IIICI" •.. ,.......,...
....-..... IIII'IIL IttI1II* III .....TO .. _ ..... a 1'O ....T.& ..... ..... &00' _f." •.., lit" • ___...􀁾􀀧􀀡􀁉􀁄􀁟...........-
,J1:J'H D I . v-.l'S-oJi • .l·GU1L'£ • IIUIII LVLI...nl'\-.J, 􀁉􀁉􀁾􀀧􀀭􀀧􀀮􀀠"'.. • ORIENTATION OF TRIANGULAR SL.9 BASE • '. .c-'--,,"'!OI' I -􀁤􀁾􀀠.: 1 ;0 I"'"· .......wI.· "' I .
COtIcrtIt It) 􀁾,il!-' \g I U-J : ;:.'--.1..1__. ,􀁾􀀭􀁡􀀺􀀧􀀠Triongular Slip Bose Foundation Details " N_ ............ WID IIQlIII IICIII IUIfOIttfD .. r DIMnUI oIIRI 􀁾N'I! IUI"Ta.
􀁟􀁾􀁟........ -.............. ------..._-----.... ............._--_.--................_.......__ -....􀀢􀀧􀁾􀀠􀀭􀁾􀀠􀀭􀁾... 􀁾􀀭􀁗􀁩􀁩􀁤􀁾􀁟􀀠Tad< _ .. III-.Il10"_ SedIGnA-A 􀁾􀁓􀁬􀁤􀁂􀁴􀁟􀁡􀁲􀀠􀁾a
I!IIIIirI&Ja 01 ...-_TopOl_ Tee Mount Suclport Fork MountSuppart i WELDED PIPE MOUNT DETAILS: ..n: ..􀁾AT •• ..,.. ........ ""'__ ................... ... 1'0 QTII 􀁾􀀧􀁉􀁉􀁏􀁉􀁉􀀮􀀮􀁡􀀮􀀮􀀮.......
_ ... __ au. GMII .......,.. .,... PI.... .,..... "" u.KIIIlC -...-_ .1IAMUII TIJC. WII1I ........ 1IRII 􀁾􀀮􀀬__.._ & ......--..,..Of' II "IICIWT WI z.aa._--.L..... ..,. _ ......,...
1M WAU. nucaa..... 'MCIIMLt; ............. "IV va -.rI1a 􀁾'bIOII. 􀁾........ 1& .._____ 􀀮􀁾􀁾..----. ..-. T .......CoIIft ....,. ...􀁾..._ ........_CIaD 􀁾hOI. ...... ,. ALL ......___....,..,...
""'"' ..-.-............,....,. -r. .. _..",. -....-.." ....... ".--.c-s 1MAU..___ ___..1D.........-.... 􀁾􀀮􀁉􀁉􀁄􀁉􀀮􀀠ncnDItnr .........􀁾􀁔􀁏 IILIOI::III:_.,.,..._..... 1'111 DII'TII
....... ."......,. 'IV Gr4 fQMNI. ....._ ....., 􀁾􀀢􀀬......􀀢􀀧􀀱􀁕􀁬􀀱􀁍􀁬􀁙􀁾􀀠.. _ ....... 􀁾􀁟􀀠 ...,."',....,............a.........-. CMf ....-u.. ..,,'" ". IJ.&' =.___ .. ac •
Ii!:IiZ '"'IICI """ TIll .....IIIIII'D ........, .. .....-.eA1DI "'........... 4 srATE DEPARTllEIII' Of Hl5llllA1S 􀁾􀀠AND Pl/BUC T1IAIISnlTm'JII PIPE MOUNTING DETAILS FOR SMALL ROADSIDE
SIGNS SMD(I-3) 
HUlTI-zollARS FACSIMILE TRANSMnTAL FlIltNo,:________ H-Z Ptoj, No, Q12o'302... No, 01,.:---:4,:-"__ 􀁾Cover Sheet) 􀁔􀁏􀀺􀁟􀀮􀀮􀀺􀀺􀀺􀀺􀁓􀀻􀀬􀀭􀀢􀁥􀀽􀁥􀀬􀀬􀀭􀀭􀀽􀁩􀀧􀀶􀀽􀀢􀀽􀁑􀀺􀀮􀀺􀀮􀀮􀁗􀁾______
􀁆􀁒􀁏􀁾􀀬􀀢􀁊􀁦􀀡􀁉􀁾􀀧􀁤􀀠􀁾____________11ME:__DA1'E:,______ l(p'h<d."l'"...,..,'_.....'IMF_"T-al.pW;w""IfU/"f1..,.....___..􀁃􀁕􀁊􀁾􀀧􀁉􀀮􀁊􀁊􀁬􀁬􀀬􀀠n..r.<J""L. , 
Job No, CI'Z.o, 3o"L __ By \)&ftL Date 'I Ish' Chtd Dale'__ Sbeet of ___ 􀁾􀁉􀀡􀁎􀀧􀁓􀁴􀁏􀁎􀁓􀀠Th 􀁾􀁊􀁜􀀮􀁓􀁾􀀠Pc..1ke. 􀁾􀁔􀀦􀁥􀁳􀀭􀁲􀁓􀀧􀁣􀁍􀁥􀀠'Pea.. 0101-S.1E' 􀁾􀀮􀀮􀀢􀀮􀁳􀁲􀁳􀁺􀀮􀀠LoWOltrJC.
AND UNc.oHtNC, 􀁾􀀢􀀢􀀧􀁓􀀢􀀢􀀢􀀮􀁎􀀮􀀠MovE. 3 􀁾􀁯􀁳􀀮􀀠.tJ \A.Jen S .,,6 of: Pt\ot'c,K$.. 􀁦􀁾􀀮􀀠"THe.􀁾􀁲􀀵􀁬􀁯􀁇􀀠er:.c.6 or::. -oiG. 􀁾s.......... 1..11\1& u, w"1H TIft! 'B'th:AOr 'nt& '1'R-eE ""eu.S. Dec..E1'E 􀁾'TLft ""'" 􀁾􀀮""'81."L'\ 􀁯􀁾􀀠"tIf6 v-lEIoT S'loe of:. , ..." .....
m&W1.. Ih>o II8,u.IHJ.I) ",. TI11S 􀁾􀁾tulHul lui"".. 86 ,1-1 rrE 511_ 11-,,,,,,_6#1" lIS &c..wfII.OSTIlE pJ /Jo r:Ii ItI. lZeoa.ve 'nitS 􀁾􀁾T'Ifi. 􀁃􀁋􀁏􀁾􀀠􀁾􀀱􀁜􀁯􀁬􀁣􀀮􀁡􀁁􀁦􀀱􀁅􀀮􀀠(c.;tc6
II-􀀱􀁊􀁾􀀠􀀧􀀸􀁾􀁯􀀠......1(•• $ .}".$' S::tuT1+ oP '"'lIte 0.e oP ut04'.c& __"e,.,... n... 􀁾􀁦􀁗􀀧􀀮􀀢􀀮􀁣􀀮􀀮􀀠L..oc.;M"tap.J. 
Project AoDf.wJ Otlaft" ",.z. HlIfTT 􀁃􀁬􀁩􀁣􀁮􀁴􀁾􀁟􀀠zaLARSTask _______ Chkd __ Dalc___ Sheet of__ 􀁾􀁾􀀱􀀧􀀱􀁗􀀢􀀢􀁔􀀠,. ... fI'1oIz6 􀁾􀁾􀁴􀀺􀀻􀀹􀁾􀁦􀁩􀀠12E'JIR.AI,..,r It-l T\MoJ
An&ft A!P-""1e ")"""'''"" 􀁾􀀠0"'& _\ -rneS:.o)Y)+-Sloe d Atuuw eM',· e. 􀀨􀁾􀁾S$c:oI"'J) tJo15: 􀁦􀁚􀀦􀀢􀀧􀁓􀀧􀁏􀁾􀁓􀀠"tb 􀁾􀁥􀁜􀁔􀀠$uJ6 0.... f-"d'",Pc..Ac.E 1>0· "T' ItJ.\Iot..v&
tl-fII1 􀁴􀀧􀀩􀀧􀁜􀁾􀁉􀀢􀀧􀀭􀁬􀀠1tM'r !+Ave 􀁾􀀨􀁽􀁾􀁏􀀠1b 􀁾􀀮􀀠
t;0 /' ) 1 14.5' LT. 624.02 , 􀁾􀀮􀀮􀀠􀁾􀀠-,. 􀁾􀀱􀀳􀁬􀀠..􀁾􀀺􀁣􀀭I! 1---1> 􀁾-*--*-􀀮􀀮􀀮􀀡􀀢􀀭􀁾􀁟􀁸􀀺􀁲􀁟XW.i 􀁾􀀠i j,.25' 20.43'-I 20.45' 20.43' 19.50' 19.50' 28'. 􀁾􀀠J ,,I--• -I
-J 7:'t4 -. 1!Jl.:2L • 􀁾􀀠􀁾􀀨􀀠, , , , o ,,, 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠< 􀁾􀀠 􀁾􀀠.' 􀁾􀀠CENTER 'RED ALONG 􀀵􀁾􀁅􀁅􀁔􀀮􀀠 􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾
-----_ o 􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀺􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀠", "'.-'\ 􀁾􀀬􀀮􀀮􀀠fIl' ,/t • STA. 19+81.29 . I I 4" PVC. I.OY. Co*-(lASlli -..(..,..... r.L. 4" PVC7 􀁾􀁉􀀠-. ,-,. lit
II ., tlJ -,-J r -.. f'"'Yv I F.L.4" 623.54 5'l(5' TREE II WELL (TYP.' . . .... . TREE DIMENSIONS THE,CENTERLINE .. _.--.-... --".. 624.59 F.L. 4" PVC PAVe STA. 19+81.29 14.5' RT. I
'0 '(1".Dt...t>c:. 'T I ---J,. L II r;;. 􀁚􀁾􀀱􀀠I I W ::l Z lLJ > <t u 
HUITrZOLIARS Hultt·Zo!lars. Inc.! Engineering I Atchltecture /3131 McKInney Avenue I Sufl9 600 I L8 105 { Dallas, Texas 75204-2416/214-871.&11/FAX 214-871.fJ757 September 29, 1997 Mr.
Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-01 Dear Mr. Person: The Town
of Addison is in agreement that the light fixtures at Addison Circle should be positioned so the fixture faces the street and not the sidewalk. Some of the lights installed for demonstration
purposes are facing the sidewalk which is not the desired installation. Please have you sub-contractor install all the light fixtures facing the street The light poles currently installed
on-site have a 90 degree hinge plate adapter which means they hinge at a 90 degree angle to the foundation. These can be used in locations where there is sufficient sidewalk space to
allow the pole to be lowered without encroaching on the building or travel lanes in the street. The adapter plates manufactored for the remainder ofthe project are designed for a 45
degree hinge and can be mounted at any location. The adapter plates and bulbs are currently located at the Town of Addison Service Center on Westgrove Road. Contact Bruce Ellis when
you are ready to pick up the materials. Please call ifyou have any que,s;tions. Sincerely, HUITT-ZOLLARS, INC. 􀀤􀀮􀀻􀂣􀀡􀀺􀀱􀁾􀀠cc: 1:\PROM120 I30 1IMP091997.1.l1l Oanas , ForI Worth
I Houston I EI Paso f Phoen.ix , Orange County