1i1ephBr1e 􀁉􀁪􀁛􀁪􀁦􀁾􀀺􀀠C;;!!ed D. 􀁗􀁾􀀱􀀴􀁴􀀱􀀱􀀠a+ 17'2--1.4-1-1JJ71 􀁾􀁴􀁊􀀠􀁲􀁾􀀮􀀠Ofb!1CX>/e 􀁩􀀺􀁾􀁦􀁈􀀠f1$. at 'ltiJ!e 􀀱􀀺􀁾􀁰􀀾􀁙􀀩􀀠􀁾􀀬􀀠􀁾􀁉...; 1-\01\ 4}{ .. . 0tle.f
􀁾􀀴C4 /Ue 1: 􀁾􀁦􀁻/ri'-1 . /􀁾􀁬􀁁􀁦􀁜􀁴􀀠-k 􀁲􀁾􀀫􀁯􀀠Do n WbloLtIm () n ,,---. 11 14)01 @. II: 'Jh 􀁾11 . 􀁶􀁬􀁦􀁾􀁴􀁦􀁾􀀨􀀩􀁾􀁬􀀠􀁾􀀫􀁍􀁲of 􀁉􀁾􀀭<f-]v-. 
I ,® CONSTRUCTION PLANS FOR EASEMENT PARK DRAINAGE IMPROVEMENTS (fl t:: :::iE ::; 􀁾􀀠<.) w :z:s BELT LINE ROAD OR (fl.... 5E ::; i= (3 SHEET INDEX SHEET NO. SHEET DESCRIPTION COVER
SHEET 1 DRAINAGE AREA MAP 2 DRAINAGE CALCULATIONS 3 PROPOSED GRADING PLAN 4 STORM SEWER PLAN & PROFILE : 􀁾􀁾􀁍􀁦􀀡􀁬􀁏􀁃􀁾􀁾􀁾􀁾==:, BfIllIHG, OR !lERlI'f PtlRPOS(5. JOHN Yf. S!IOO«lff
1€XAS fl.£. NIl. StU7 [l,\1'£: J.PR!1, 2001 SHIMEK. JACOBS &: ANKlEA. LLP. CONSULl1NG ENGINEERS Dallas, Texas APRIL, 2001 
------------....􀁾􀀭􀀭􀀭􀁾􀀠-" • go \')) .... pI"". and ....l,..1 _""r.,..l/Qn • ....... pC"p.<II"Od lOt' cOII"l.n.tdJ"", oJ thla _tll<o P"'joct only. f1""... of 111_ 􀁤􀀢􀀬􀁾􀁾􀀮􀀠1.
n"t 􀁾􀀱􀁬􀁉􀀢􀀢􀀠loolV.OIIt 􀀢􀀢􀀧􀁴􀁴􀁾􀀱􀁉􀀠<h!lhlllt:allon ..t Shlr!!.... 􀁾􀀠"" Flnkh'''. TOWN or ADDISON, TEXAS EASEMENT PARK DRAINAGE IMPROVEMENTS DRAINAGE AREA MAP SHIMEK. JACOBS
& ANKLEA. LLP. mtI ARE Nor IImNDED FOR COHSTRUCllON. 􀁲􀁈􀀻􀀺􀀺􀁾􀀠DOOJIllliTS ARE fOR IHTERII.i RrnEW CONSULTING ENGINEERS (!lOONG, OR PERMIT PURPOSES. .....fun JOHN W.8!RKHOFf [I(5IIltIi!lIl.'IYl.
JWB PRO.ECT, 2001102 SHEET Ho.. 1tXAS P.E. NO. SHJ1L-________________________________________________________􀁾______________􀁾__􀁾􀁾􀁾________________________________________________________􀁾____􀁟
􀀡􀁏􀁏􀁂􀁾􀀧􀁾􀀺􀀺􀁃􀁾􀀧􀁾􀁏􀁏􀁾􀀧______L_________􀀮􀁌􀁯􀁵􀀺􀀺􀁾􀀺􀀺􀁾􀁾􀀧􀁾􀁾􀁾􀁾􀁾􀁆􀁾􀀻􀁪􀁾􀁾􀀺􀁲􀁥􀀺􀂷􀁾􀁾􀁁􀁐􀁭􀁾􀁾􀁌􀀮􀁾􀁚􀁏􀁏􀁾􀀧􀁾􀀺􀁷􀁾􀁾􀀮􀁾􀁾􀁾􀁾􀀠-;/lES lACS GARDEN HONES
ADOmON ! 􀁾􀀠I 1 
I ,...-ICR!GED S'IiJN£ N.c.r.c.ac. /IE1I21.B ,(I 1/" aa IJ' JIN..6-1/1N. IJFrrXX) INSTAlL 2fJ(}() PSI 􀁾􀀠W/1M£' if£SH JJ.L AROtJNIJ PIPE AT IIIU:T FAa' HOPE PIPE/INLET CONNECTION 􀁾􀁦􀀠,
+ 􀁉􀀭􀁈􀀭􀀭􀁾􀀭􀀭􀁈􀀭􀁦􀁾􀁈􀀭􀁈􀀭􀀡􀀭􀁾􀁈􀀭􀁈􀀭􀀭􀁉􀀭􀀭􀀭􀁈􀀭􀀡􀀭􀁉􀁾􀁲􀁾􀁾􀀭􀁩􀀭􀁾􀁩􀀭􀁈􀁾􀀭􀀫􀀫􀁈􀀭􀁌􀁟􀀫􀀭􀁈􀀭􀀫􀀭􀀭􀀭􀁉􀁾􀁉􀁔􀀭􀀹􀀠,, ,I \ f'-lJ" I ;.p;e.., pJe.",(/t fie 􀀵􀁾􀁾􀀠;,.,(',<"13
_"",1 v,v!>« s· p.f fpC-V ti 211 " """""'" -----SCAlE W filJ '" PROJ£CT 8ENCHI4AAl(: AOOISO).l IoIDNUMOlT 13 SQUARE OJT ON INLET S£ CORHm, BEtruNE AHJ.) SUR¥'£fO.'I:. El!V. 594.9," SIDE
ELEVATION ill... P ....... 􀁧􀁾􀁤􀀠rd<:1CMf Bf\'6OI1IIcaUOr'l • ....... pNlpOt<id 101' e...hlIW"UOI'> of 1111" ""K1& pr<>Jecl «>Iy. R"u... ..t Ihu d<><:\J"'.on1o 􀁲􀁾􀀠not p • .",ltl.d
-..!lhout _Itt... OIltnor1:NU .... IIr 􀁓􀁨􀁬􀁲􀀧􀀬􀀬􀁾􀀮􀀠oJ<lcobl & FInklea. TOWN OF ADDISON, TEXAS EASEMENT PARK DRAINAGE IMPROVEMENTS ""TrIO.. PLAN 00/,,:'11 
Date Submitted: 10115/01 For Council Meeting: 10123/01 Council Agenda Item SUMMARY: Authorization offinal payment and acceptance ofconstruction performed by Northatar Construction, Inc.
for Easement Park Drainage Improvements FINANCIAL IMPACT: Budgeted Amount: $87,818.00 Construction Cost: $87,818.00 Budget Impact: Funds for this project are available in FY 2000-01
Public Works Street Operating Budget BACKGROUND: Several residents on Azure Lane and Canot Lane experienced flooding of their properties as a result ofstorm water runoff from the adjacent
land in EasemeIlt Park. A contract was awarded to Northstar Construction, Inc. for construction ofa storm drainage system, site grading and sloping, to eliminate flooding at this location.
The original contract price was $67,968.00. During construction ofthis project, the scope ofwork was:increased to include additional sloping ofthe park property at the project site,
and at the request ofthe Parks Department, construction ofadditional drainage improvements at another location within Easement Park. This additional work extended the total value ofthe
construction project to $87,818.00. The contractor has submitted his Affidavit ofBills Paid, Consent ofSurety to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff recommends
that Council authorize final payment to Northstar Construction, Inc., in the amount of$8,781.80, and accept construction ofthe Easement Park Drainage Improvements. 
2 Apptication For Payment CIonI: Town Of Mdi601' ConttIII.W: 16101 Wtel;_ _ ... T_75OO1 Ell N", ! .. 􀁾􀀠••5 T e 9 11 12 13 14 􀀱􀁾􀀠18 3(00) .. &l'lrIaI 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭1
,1 1 1 *1 2119 Inlol 1 .,1 1 lI68 ,. 1 79 7a 1.00 1.00 40 1 0 ,s• 0 0 ,$ 0 I • •, 0 0 I S 0 0 0 0 0 -1 1 1 , • ,, • ,$ $ 5 ,. ,0 n • 0 I.COO S I 0 1.000 S ,•40 $ 500.00 4.000.00 ,,-00
17MO.1IO 1.200.0) _00 :1118.00 2,601).00 .4,740.00 1.600.00: 6.Il00.110 e,llOO.oo 􀁐􀁟􀁏􀁒􀁍􀁥􀁯􀁏􀁎􀁏􀁒􀁉􀁇􀁉􀁴􀁗􀀮􀁾􀀠$ IiXTRA WORK PERfQRMIO TOTALVAWEOfWOIIK'I'ODATE : LESS RI!fAAIAGE·
􀁏􀁾􀀠: s NSAIIIOIJNT EAANIiD ON coNl'RAbr $ 07.818.00 . LE811AMOUNTOI'PREVIOU8PAVMtNrS . AlllOUN'l CUE '!MIS I!STIIIATe IV' ©J' 􀀮􀁾􀁲􀁜􀁾􀀠􀁾􀀠 . 􀁾􀁜􀁯􀁜􀀠\&..,11 ; J 
October 15, 2001 Mr. Ken Bandy 3903 Rive Lane Addison, TX 75001 RE: Fund Member Town ofAddison Claimant 'KenBandy Date ofLoss 09-26-01 TML-JRP Claim # 0200080493 Deer Mr. Bandy: This
letter is in regard to !he claim !hat you have made against !he Town ofAddison for !he above-referenced matter. Based on !he facts revealed in our investigation of !his claim. it appears
!hat!he Town of Addison haS no legal liability in !his matter. Tbe City is legally inunune from liability for !he property damage claim being brought against it as afforded !he City
by common law ofTexas, Al1hough !he Texas 'Toft Claims Act waives !his immunity under certain circumstances, !he facts ofyour case and !he damages which you seek do not fall under any
of!he waivers set fur1h in this Act, For !his reason, we must respectfully deny !his claim in its entirety. Should you have any questions concerning !his matter, please do not hesitate
to contact me. Sincerely, TammyLesak C!eims Specialist 1ML Intergovernmental Risk Pool lUg! cc: ValBimavides' ',ToWIl ofA:ddison ' •. . \" -:" ," P.O;Bold/OlO, ' " , Addison,TX 75001;9010
.. . '.' 'li!xAs MUNICIPAL l..BAGUB INmROOVBRNMENTAL RISK PooL 1821 Rulberl'otd Lane. FncFloor • Auslin. Thxas 78754 • (512) 491-2300 • (800) 537-6655 Texw Only P.O; Box 149194 • Auslin.
Texas 78714-9194 
CLAIM NOTICE CLAIM NO. ____ FILED THIS CLAIM, THE DAY OF ________"20__ in either the Offices of the City Managerorthe Office of the City Secretary. Received by ___________ (Above Spaces
for Office Usa Only) City Manager or City Secretary Town of Addison PO Box 9010 Addison, Texas 75001-9010 Dear Sir: This Is my notice of claim against the Town of Addison. The circumstances
giving rise to this claim are as follows; {jJ 1. The Injury 01 damage occurred on the '21.o day of Seplem be('2Omat apprOximately 1..: 0 0 o'clock fL.M. at the specific location of:
3. The full extent of my damages andfor injuries are as follows: (Be specific. Attach estimates, bills, etc., if available) Damage To: d.amaged 4. The total amount of damages claimed
Is: Amount of Damages $_----$_----$_----$_----$ 2. ,811.20 PAGE 1 of ClAIM 
---------------------5. The following person(s) witnessed the accident: Name: Name: 􀁾􀁾􀀠􀁾􀁮􀁥􀁴􀀠Address:=3te Oce-Address: M d ISOC) 1)< "];>DD1 Home Phone: CJ'd 9&)c2$'lCJ Home Phone:Work
Phone: OrJd. 'X S 1-i 􀀸􀀷􀁾􀀠Work Phone: __________________----'6. If bodily injury was sustained. please state the name of the Doctor(s). if any. to whose care the injured person is
(was) committed. Doctors Name: Address: Phone: Doctors Name: Address: Phone: . THE ABOVE STATEMENTS ARE TRUE AND CORRECT SOJD3 a\Ve Lc1oe.. AddlsoQ ,.--xx ·75CO I ADDRESS HOME TELEPHONE
NUMBER NDY'\.CL.. WORK TELEPHONE NUMBER PAGE 2 of CLAIM 
STATEOFT§ COUNTYOFQ.114 , § n 􀀭􀀽􀀮􀀮􀁬􀀮􀀮􀁌􀁉􀀮􀀮􀀮􀀮􀁊􀀮􀀭􀀧􀀭􀀧􀀪􀁟􀀭􀀭􀀧􀀭􀀧􀀧􀀮􀀮􀁦􀀮􀀮􀀼􀀺􀀮􀁉􀁌􀀮􀀮􀀮􀀮􀁴􀁾􀁕􀁦􀀭􀁟􀀬􀀠who being by me duly sworn, on his oath deposed , the
undersigned Notary Public, on this day personally appeared and said that hel he Is the cl;limant. the foregoing claim; that he/she has read the above and· foregoing clahn; and that the
acts contained therein are witoin his personal knowledge and are trueand correct. . . ... . ClAIMANT <r 􀁾􀀠SUBSCRIBED AND SWORN TO before me on the If) 􀁾􀁡􀁹of _CC=..<fr,>--=lA.vv==-"--____
20Al-. to certify which witness my hand and official seal. 􀁜􀁴􀁾􀁾􀀠Notary Public In and For the State of Texas V􀁉􀁆􀁊􀁾􀀬􀀮􀀨􀁲􀀧􀀬􀂷e-BMA.a"...:I.e S Printed name Notluy Public,
State 􀁯􀁦􀁔􀁾􀀠My Commi§ion Expires June 25, 2005 'Chapter 2, Sections 2023 trhough 2-27 of the Code of Ordinances of the Town of Addison. Texas states that the Town of Addison shall
never be liable for any claim for personal Injury. damage or Injury to personal property or real property casued by the negligent act or omission of Its officers, servants. agents or
employees. UNLESS. within ninety (90) days or within six (6) months for good cause shown from the dele the damage or injury was received. notice Is given In writing to the City Manager
or Cily Secretary. FURTHER. the Town of Addison shall never be liable on account of 􀁡􀁾􀁹damage or Injury to person or to personal property arising frOm or occesloned by any defect
In eny public street. highway. alley. grounds or public work for the Town of Addison unless the specHic defect causing the damage or Injury shall have been actually known to the Cily
Manager at least twenty-four (24) hours prior to the oocurrence of the Injury or damage and proper deligence has not been exercised to reotify the defect. The notice herein required
to be given to the City Manager or the City Secretary of the· specific defect caUSing the demage or Injury shall apply where the defect arose from any omission of the Cily Itself. through
Its agents. servants or employees. or aots of third party. PAGE 3 01 ClAIM 
􀀬􀁾􀀮􀀭..•.-..--...•.•__ .. _---.._-_ .........., J I N V 0 􀁾􀀠C E 􀁌􀁟􀁾..__ ..._..........................____... _ 􀁩􀁾􀁮􀁒􀁐􀁅􀂷􀁲􀀠 􀁅􀁘􀁃􀁾􀀱􀀰􀁎􀁇􀁅􀀠OF J'! "rXry 􀁴􀁾􀀺􀁃􀁾􀀠􀀯􀁾􀀧􀀹􀀠􀀨􀁾�
�􀀱􀀠!1 f.•• PHr:l 􀀡􀀺􀁾􀀠0(1 D 􀀮􀀨􀁾􀀠􀀺􀁾􀀩􀀠LL.!::'ft1 '1 T X )' 􀁾􀀵􀀠􀀡􀀺􀁾􀀠-4 t.;. ':;J'( 􀁅􀁾􀀭3 􀁅􀁾􀀠􀁾􀀺􀁳􀀠..-􀀳􀁾􀁓􀀯􀁾􀀠􀁾􀀺􀁩􀀠",') 'i.;:j 􀀺􀁾􀀠(;j D􀁾􀀺􀁾􀀠1';: 1􀁾􀀩􀀠;::.
:L J;.--E :,';))1·:; F·!., T>< !:-'iDD 􀁉􀀼􀁾􀁦􀁊􀀡􀀧􀁬􀀠'. r::< .: 7 f,:,: 􀀮􀁾􀀮􀀠"', '.', [;:1 ::.: 􀁾􀀺􀀻􀀠I,) 􀁾􀁊􀀠0/10/01 127864 09/26/00 214-673-6960 UHTT ....!:.. 􀁪􀁾􀀼􀀠:;'
,.I ,;. C1 ".:r-.;·fL,·! :':1:. :,\!i< 􀀺􀁾􀁜􀀠􀁾􀀬􀀩􀀠L:;!...., ,-\, 􀁬􀀢􀀺􀁜􀁃􀁬􀀺􀁾􀀠:!"l i/i,:;:) '; 􀀮􀁪􀁾􀀺􀁪􀀠• 􀁾􀁊􀁻􀀧􀀺􀁬􀀠/lJ 􀁾􀀺􀀮􀁕􀁅􀀠􀁾􀁊􀁾􀁎􀀠􀁦􀁾􀁾􀁟􀁏􀁏􀁒􀀠;t " 􀁾􀀧􀀺􀀻􀀠w
l')'·JF . : ::: c I . iii:" :!. 􀀬􀁾􀁓􀀠􀁾􀀠􀁾􀀺􀀱􀀠􀁫􀁾􀀠If" Elm kl ,. 􀁾􀁾􀁪􀀠􀁾􀀺􀀧􀀡􀀠I.. (')0 ,I ..􀁾􀀺􀀠,', : ',.'1... 1.• .--..􀁾....--------.---.........-..-..---.-:I.l,f,:::r:
:;;.; p, (,s.; 1'1 it, 'l';f1'i" i .r.ll 1 '.' :,;:7::L " I:}:::'; ,.IFFCI'<:O EJ GUI'IBlE Se'i"VicE' 1 '! 1 G 􀁾􀀩􀀢􀀠'"/;:,:,: j'rlisc Ii) .• to;' 5. .::; :0 'f.' 1 􀁄􀀢􀁾􀁜􀀠.:: e
//\'t;e Delivered -//TOTAL 2,811.21S i.J!1 ((J 􀀨􀀬􀁾􀀺􀁬􀀠􀁂􀁁􀁌􀁁􀁉􀁾􀁃􀁅􀀠2,811.26 􀁐􀁦􀁜􀁙􀁉􀀧􀁉􀁅􀁉􀀧􀁉􀁔􀁾􀀳􀀠
, , 5350 Bclt Line Road (971)450-7051 􀁐􀁾􀁏􀀮􀀠Box 9010 Addison, Texas 75001 VAL BENAVIDES ADMlNlSTRATIV£SECRETARY October 1, 2001 Ms. Kathy Bandy 3903 Rive Lane Addison, TX 75001 Dear
Ms. Bandy: Per your request, attached are claim forms so that you may initiate a claim with the Town of Addison in regard to an incident possibly indicating Town liability. Please include
estimates of damages/injuries and/or invoices and have the signatures notarized upon completion of the claim form and return to my attention. Upon receipt, the claim form and all other
required 'correspondence will be forwarded to our insurer as well as the Town's attorney. No further action will be taken on the Town of Addison's part until we receive your completed
claim forms (originals) and estimates/invoices. We do provide free notary services on an appointment basis. We are located at: Town of Addison Finance Department 5350 Belt Line Rd. Addison,
TX 75240 Should you need additional assistance with the claim process, please feel free to contact me at (972) 450-7051, 􀁱􀁾􀁲􀁥􀁾􀀠Val Benavides Administrative Secretary, Finance Attachments

Valerie Benavides From: Ron Lee Sent: September 28. 2001 7:42 AM To: Valerie Benavides Subject: Resident Claim The resident that I spoke with you about yesterday is: Kathy Bandy 3903
Rive Lane 972-980-2599 :&m£ee 'f01m 0/.fildaison :Parlis c!perations :Manager 1 
FRa1.: NorthStar Ccnst.",cU en Inc. FAX HD. : Gl13G7BS10 Aug-09 2001 12: 5:3PM P1 . . .. /. .ORTB:STAR 􀁃􀁏􀁎􀁾􀁕􀁣􀁲􀁬􀀨􀀩􀁎􀀬INC. * -Generai Contractor Office 8171367.3110 Fax 8171367.0510
August 9. 2001 Mr. Luke .Jalbert Fax: #I 972-450-2837 Town OfMdison BE: Change Order Proposal/or&sement Park Drainage1mprovemenl$... ., Northstai proposes to 1bmlsb all labor. equipment,
and materials to complete the work in accordance with iosuuctiollS given at site visit on Tuesday, August 7, 200t and lIS . descn'bcd below: TotalF'or .. ·1.)Removing Bushes, Metal Edging,
ana 􀁓􀁯􀁾.2.) Regrading 􀁴􀁾􀀠.. .. Create [)rainage Swale;· 3.) Installing Solid B,nnuc1a BlOck Sodding·In Disturbed Arcll$. . . . .. ·$11,865.00 QuaJificatiOO$; QuIllC does nat AGC
fcc$. testing lab fees. plltl1lll 􀁾􀀮􀁬􀁮􀁳􀁰􀁣􀁣􀁴􀁩􀁏􀁬􀁬􀀠fees, select fill, replaa:ment ofbushes ground cover, or metal edging. and lJoIIles laX 011 materials incorporated into
􀁉􀁢􀁾job. . Quale dOes·include removal and haul-on; repair ofinigadon damaged by Nanhsrar. bending. .Price Is based 00 commencing work at completion oforiginal conllaCt work, tentatively
scheduled for 8J2010 I. 􀁤􀁾􀀠.; .We appreciate the opportunity to bid this extra work. Sincerely, .. Michael A. Heimlich Vice Ptesident 309 Birchwood Lane eFort Wortn. Texas 76108 .
. .. . . 
FROM :. Northstar ConStruction Inc. FAX NO. 8173670510 Aug. a9 2001 12: 53PM PI '* NORTHSTAR CONSTRUCTION, INC. '* -General Contractor· Office 8171367.3110 Fax 8171367·0510 August 9,
2001 Mr. Luke Jalbert Fax # 972·450-2837 Town OfAddison BE: Change Order Proposal/or Easement Park Drainage Improvements Northstal: proposes to fumish all labor, equipment, and materials
to complete the work in accordance with instructions given at site visit on Tuesday, August 7, 2001 and as described below: Total For ·1.) Removing Bushes, Metal Edging, and Soil; 2.)
Regrading to Create Drainage SWalej· 3.) Installing Solid Bermuda Block Sodding In Disturbed Arclis. 511,865.00 QIlalifications: Quote doe, nO! AGC ICe$, testing lab lees, permit fees,
inspeclion 􀁴􀀧􀁥􀁾􀀠geloct fill, replaeanellt "fbushes gt'OUIIci cover, or metal edging, and sales laX on materials Incorporated into the job. QuoIt: doe! inelude removal and baul-off,
rep.ir "firrigation cIam.sed by NotIhstar, bonding, Price is baS<d 011 commenting work at completion oforiginal conlrad work, tentatively scheduled for 8120101. days. We appreciate the
opportunity to bid this extra work. Sincerely, L11/£/􀁴􀁬􀁦􀁾􀀮􀁩􀀮􀁳􀀠1¥/,4Jt/aJ -it Michael A. Heimlich So I r:-'r" ( .( .4, -". L,",,",,",Vice President £-0 I .J !1'{£)'-G<J'r ter
􀁾􀁥􀀺􀀠t-./DW wlkol../{foN U?5-t!A1./,􀁪􀁊􀀴􀁾􀀭􀁥􀁲􀀠__ 􀁾􀀯􀀨􀀻􀀨􀁦􀀱􀁲􀁥􀁌􀀠;/e71A1L1.ui /0 . 􀁃􀁡􀀺􀀺􀂥􀁕􀀩􀁲􀁾􀀠7/f(;t./{,5 18 􀁾􀀠􀁾􀀠
6173670510 Jul. 25 2001 12:06PM P2FROM Northstar Construction Inc. FAX NO. "* NOR11ISTARCONSTRUCTION, INC. *' -General Contractor Office 817/367.31 JO Fax 8171367·05.10 July 15, 1001
Mr. LUke Jalbert l'roje<:t Manager Public Works Department Town OfAddison 16801 Wcstgrove AddisOll, Texas 7500) RE: EMem",,! Park Drainage Improvements Dear Mr. Jalbert: Yesterday morning,
July 24, 200], we began excavation fur the stOllll drain line at station 0+00. We encountered ftactured rock at a depth ofapproximately 6", and solid roclt at a depth ofapproximately
24". The trench is now excauted up to approximately sllllion 0+50 and the rock situation has not improved. This siruarion is signiticantly impacting the rime and cost fur installing
the storm sewer. The plans and specifie.tions did not Include any geot.clmical infunnotion, boring logs or other infurmarion that indicate the I"'e,..",oo efbard rock within the project
timil$. Our bid price. were based on excavating through commoo soil. For this ' ..son, we believe that we are entitled to additional compensation and oontract lime for thi' dlange ofconditioos.
The extra cosls for excavating and backfilling Ibe trend! include extra haul-off, imported backfill material, additional excavating equipm1!llt, and overall lower production rates for
inslalling the stonn drain. A detailed breakdown oftne extra costs will be submitted by ThllrSday afternoon. We realize that in the case of extra work, the contraetor should.normally
n()! pr_ed wilh such work until authorized by Ibe Owner. Howevor, we are continuing trench excavation in order to expedite the project and minimize tll. tetal costs fOt completing the
work. Please Ie! us know at your earliest convenience of Ihe town ofAddison position on this issue or ifyou have any qw.stion•. ThQok you for your eonsideo-.lion in this malter. Sincerely,
Michael A Heimlich Vice President Mah!200I-05.01 309 Birchwood Lane. Fort Worth, Texas 76108 
X LETTER OF TRANSMITTAL To: Town Of Addison Date: September 17, 2001 Department Of Public Works Attn: Mr. Luke Jalbert 16801 Westgrove Project Manager Addison, Texas 75001 Re : Easement
Park Drainage Impr. WE ARE SENDING YOU: X Attached ___Under Separate Cover via the Following ________ __Submittals Prints _ 􀁾􀁟􀁓􀁨􀁯􀁐Drawings __Samples --Specifications X Other COPIES
DATE DESCRIPTION 2 2 9/17101 9/17/01 Application For Payment #3 Application For Payment #4 -Retainage THESE ARE TRANSMITTED (as checked below) : For Approval __Approved As Submitted
􀁒􀁥􀁳􀁵􀁢􀁭􀁩􀁴􀁾􀁃􀁯􀁰􀁩􀁥􀁳􀀠For Approval __For Your Use Approved As Noted Submit_Copies For Distribution __As Requested --Retumed For Corrections --Retum_Corrected Prints __For Review
& Comment,________________________ COMMENTS: COPYTO: BY: 􀁴􀁴􀁴􀀮􀁌􀀡􀁡􀁬􀁦􀁾􀀠Michael A. Heimlich Project Manager 
Application For Payment Client: TCMITl Of Addison Contractor : Northslar Construction, Inc. 16801 Weslgrove 309 Birchwood lane Addison, Texas 75001 Fort Worth, Texas 76108 Project: __",E""""'==""",I:
..Pa",rI<=D""=·nag!!=:.;;lm.:.:JP"'rovem=",_=,-_ Contract Awarded: Contract Amount : July 11, 2001 􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀤􀁾􀀸􀀷􀀻􀀬􀀬􀀸􀀻􀀬􀀮􀀻􀀱􀁩􀀺􀁩􀀸􀀮􀀺􀀻􀀺􀀰􀀽􀀭􀀰'---Period : September
1, 2001 to September 14, 2001 Cslendar Days : Allotted __..,6".1__ Est. No. :_______"-______ USed __..::6:.:.1__ Item No. Description Contract Quantity Units 􀁕􀁮􀁾􀀠Price Previous Quantity
CUrrent Quantity Total Quantity Current Amount Talal Amount 1 Sile Preparalioo 1 LS $ 17,000.00 1 0 1 $ -$ 17,000.00 2 R<lmoveI Dispose Of Exist Cone. SW 120 SY $ 12.00 120 0 120 $ -$
1,440.00 3 5eIec! Fin 12 CY $ 200.00 12 0 12 $ -$ 2,400.00 4 6" Reinforced Concrete S_ 120 SY $ 44.00 120 0 120 $ -$ 5,280.00 5 RernowoIRep__1'1<1' Gr. Inlet 1 Ea. $ 500.00 0.5 0.5 1
$ 250.00 $ 500.00 6 RernowoIReplaca Exisllandscaping 1 LS $ 4,000.00 1 0 1 $ -$ 4,000.00 7 4' x4' Grate Inlet 1 Ea. $ 3,200.00 1 0 1 $ -$ 3,200.00 8 18" HOPE Sloon _ 289 tF $ 60.00 289
0 289 $ -$ 17,340.00 9 Connection To Exist. 14' Inlet 1 Ea. $ 1,200.00 1 0 1 $ -$ 1,200.00 11 Trench Safety Design 1 LS $ 500.00 1 0 1 $ -$ 500.00 12 Trench Safety Implementation 368
LF $ 1.00 368 0 368 $ -$ 368.00 13 3'x3'Grale Inlet 1 Ea. $ 2,500.00 1 0 1 $ -$ 2,500.00 14 15" HOPE stoon _ 79 LF $ 60.00 79 a 79 $ -$ 4,740.00 15 Materials Testing 1 LS $ 1,500.00
1.00 0 1.000 $ -$ 1,500.00 16 Water Main LONeIing 1 LS $ 6,000.00 1.00 a 1.000 $ -$ 6,000.00 3 (CO) Select Fin -Eldra Quantity 40 CY $ 200.00 40 a 40 $ -$ 8,000.00 17 (CO) Remove landscapinglReplace
WHh Sod 1 LS $ 11,850.00 0.25 0.75 1 $ 8.887.50 $ 11,850.00 Certified By : TOTALS $ 9,137.50 $ 87,818.00 􀁉􀁦􀀡􀁾􀁡􀁊􀁬􀁾􀀠c;lio(Northstar Construction. Inc. /{jail. TCMITl OfAddison
Date PERFORMED ON ORIGINAL CONTRACT EXTRA WORK PERFORMED TOTAL VALUE OF WORK TO DATE LESS RETAINAGE· 10% NET AMOUNT EARNED ON CONTRACT LESS AMOUNT OF PREVIOUS PAYMENTS AMOUNT DUE THIS
ESTIMATE $ $ $ $ $ $ $ 67,968.00 19,850.00 87,818.00 8,781.80 79,036.20 70,812.45 8,223.75 
Application For Payment Client: Town Of Addison Contractor : Nol1hstar Construction, Inc. 16BOl Westgrove 309 Birchwood Lane Addison, Texas 75001 FoI1 WoI1h, Texas 7610B Project: __=E",as",emen="t"-P
",ar1<=Drai=·naQ=e",lm.::Jp",r""""",,,===Is,-_ Contract Awarded: July 11, 2001 Contract Amount : 􀀭􀀭􀀭􀀭􀀭􀀮􀀺􀀻􀀤􀀸􀀻􀀻􀀡􀀷􀀻􀀢􀁂􀀻􀀻􀀻􀀱􀀡􀀺􀁩􀀸􀀮􀀺􀀺􀀻􀀰􀁾􀀰'---Period : July 16,
200110 September 14, 2001 Calendar Days : Allotted __-;6;.;.1__ Est. No. :______􀀮􀀺􀀮􀀴􀀺􀀮􀀮􀀺􀀦􀀽􀁆􀁉􀀺􀀺􀁮􀁡􀁾􀁉______ Used __...:6::,:1'--__ Item No. Description Contract Quantity
Units 􀁕􀁮􀁾􀀠Price P......... Quantity Current Quantity Total Quantity Cunent Amount Total Amount 1 Site Preparatioo 1 LS $ 17,000.00 1 0 1 $ -$ 17,000.00 2 Remove! Dispose Of Exist.
Cone. SW 120 SY $ 12.00 120 0 120 $ $ 1,440.00 3 SeIecIFIIi 12 CY $ 200.00 12 0 12 $ -$ 2,400.00 4 ff' ReinfOfced Concrele S_ 120 SY $ 44.00 120 0 120 $ -$ 5,260.00 5 RemowlReplacelReset
1'x1' Gr. Inle! 1 Ea $ 500.00 1 0 1 $ -$ 500.00 6 RemOlllllRepIace Exist. Landscaping 1 LS $ 4,000.00 1 0 1 $ -$ 4,000.00 7 4' x 4' Grate Inle! 1 Ea $ 3,200.00 1 0 1 $ -$ 3,200.00 8
18" HDPE Storm_ 289 t.F $ 60.00 2B9 0 289 $ -$ 17,340.00 9 Connectioo To Exist. 14' Inle! 1 Ea $ 1,200.00 1 0 1 $ -$ 1,200.00 11 Trench Safety Design 1 LS $ 500.00 1 0 1 $ -$ 500.00
12 Trench Safely Implementation 368 t.F $ 1.00 368 0 368 $ -$ 368.00 13 3' x 3' Grate Inlet 1 Ea. $ 2,500.00 1 0 1 $ -$ 2,500.00 14 15" HOPE storm Sewer 79 LF $ 60.00 79 0 79 $ -$ 4,740.00
15 Materials Testing 1 LS $ 1,500.00 1.00 0 1.000 $ -$ 1.500.00 16 Waer Main Lowering 1 LS $ 6,000.00 1.00 0 1.000 $ -$ 6,000.00 3 (CO) Select FIII-Extra Quantity 40 CY $ 200.00 40 0
40 $ -$ 8,000.00 17 (CO) Rem""" LandscapingIRepiace With Sod 1 LS $ 11,850.00 1 0 1 $ -$ 11,850.00 Certified By : 1Hhalldd t-'/"(NoI1hstar Conslruction, Inc. atil Town Of Addison TOTALS
$ PERFORMED ON ORIGINAL CONTRACT EXTRA WORK PERFORMED TOTAL VALUE OF WORK TO DATE LESS RETAINAGE· 0% NET AMOUNT EARNED ON CONTRACT LESS AMOUNT OF PREVIOUS PAYMENTS AMOUNT DUE THIS ESTIMATE
$ 87,818.00 $ 67,968.00 $ 19,850.00 $ 87,818.00 $ $ 87,818.00 $ 79,036.20 $ 8,761.80 
Application For Payment Client: Town Of Addison Conlractor : Northstar Construction, Inc. 16601 Westgrove 309 Birchwood lane Addison, T exes 75001 Fort Worth, Texas 76108 project : Easement
Parl< Drain"lje Improvements Contract Awarded : July 11, 2001 ConlraclAmount: $87,818.00 _ : July 16, 2001 to September 14, 2001 Calendar Days : Allotted 61 Est. No. : 4 & Final Used
61 Item No. DesClipiiOn Contract Quanllty Units Untt Price Previous Quantity Current Quanllty Total Quanllty CUrreJ1! Amount Total Amount 1 sne preparation 1 LS $ 17,000.00 1 0 1 $ -$
17,000.00 2 Remove! Dispose Of Exist. Conc. SW 120 SY $ 12.00 120 0 120. $ -$ 1,440.00 3 Select FiD 12 CY $ 200.00 12 0. 12 $ -$ 2,400.00 4 6" Reinforced Concrete Sidewalk 120 SY $ 44.00
120 0 120 $ -$ 5,280.00 5 RemoveIRepIaceIReset l'xl' Gr. Inlet 1 Ea. $ 500.00 1 0 1 $ -$ 500.00 6 RemovelReplace Exist. Landscaping 1 LS $ 4,000.00 1 0 1 $ -$ 4,000.00 7 4' x 4' Grate
Inlet 1 Ea. $ 3.200.00 1 0 1 $ -$ 3,200.00 8 18" HDPE Storm Sewer 289 LF $ 60.00 289 0. 289 $ --$ 17,340.00 9 Connection To Exist. 14'Inlet 1 Ea. $ 1,200.00 1 0. 1 $ -$ 1,200.00 11 Trench
Safety Design 1 LS $ 500.00 1 0. 1 $ -$ 500.00 12 Trench Safety Implementalion 368 LF $ 1.00 368 0 368 $ -$ 368.00 13 3' x 3' Grate Inlet 1 Ea $ 2,500.00 1 0 1 $ -$ 2,500.00 14 15" HDPE
Storm Sewer 79 LF $ 60.00 79 0. 79 $ -$ 4,740.00 15 Materials Testing 1 LS $ 1,500.00 1.00 0. 1.000 $ -$ 1,500.00 16 Water Main L<>Nering 1 LS $ 6,000.00 1.00 0 1.000 $ -$ 6,000.00.
3 (CO) Select Fill -Exira Quantity 40 CY $ 200.00 40 0. 40 $ -$ 8,000.00 17 (CO) Remove LandscapinglRepface Wtth Sod 1 LS $ 11,850.00 1 0. 1 $ -$ 11,850.00 Certified By : TOTALS $ $
87,818.00. ?#.JJ􀁴􀁬􀀬􀁬􀀯􀁾􀀠Ci7k, Northstar Construction, Inc. joatfl Town Of Addison Date PERFORMED ON ORIGINAL CONTRACT EXTRA WORK PERFORMED TOTAL VALUE OF WORK TO DATE LESS RETAINAGE·
0.% NET AMOUNT EARNED ON CONTRACT LESS AMOUNT OF PREVIOUS PAYMENTS AMOUNT DUE THIS ESTIMATE $ $ $ $ $ $ $ 67,968.00 19,850.00 87,818.00 87,818.00 79,0.36.20 8,781.80 
, , CONSENT AGENDA Approval of the Minutes for the October 9, 2001 Council Meeting. Approval of an expenditure in an amount not to exceed $15,000.00 by the Visitor Services Department
for familiarization tours. Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $5,751.00 with Dallas County Health Department for annual
health services. Consideration of a Resolution authorizing the City Manager to enter into a contract in an amount not to exceed $3,000.00 with Trinity River Authority (TRA) for wastewater
testing services. Acceptance of construction and authorization of final payment in the amount of $8,781.80 to Northstar Construction, Inc. for Easement Park Drainage Improvements. Approval
and award of a contract in the amount of $22,043.16 to Metrocrest Medical Services for Medical Control and continuing education of Emergency Medical Services (EMS) personnel. Consideration
of a Resolution authorizing the City Manager to enter into an agreement in the amount of $39,000.00 with Evaluation Associates for preparation of appraisals related to the construction
of Arapaho Road, Phase III, from Surveyor Blvd. to Addison Road. #2h -Approval of media advertising expenses in the amount of $113,000.00 for FY2002 Special Events. Approval of entertainment
advertising expenses in the amount of $230,000.00 for FY2002 Special Events. City Council Agenda 10-23-01 
Council Agenda Item: SUMMARY: Award ofContract to Northstar Construction, Inc. fur the construction ofthe Easement Park Drainage Improvements FINANCIAL IMPACT: Budgeted Amount: Not Budgeted
Cost: $ 67,968.00 Budget Impact: Funds are available fur this project in the current Public Works Street Operating Budget. BACKGROUND: Several residents on Azure Ln. and Canot Ln. recently
contacted Public Works Department staffregarding storm water runoff from the Easement Park that floods their respective properties. A study and subsequent engineering design was performed
to eliminate the a.irects ofdrainage flow from the park site and onto the residential lots. The projects consists ofconstructing a storm drainage system with several inlets, and associated
grading and sloping ofthe surrounding park area. Plans and specifications fur the project were picked up by five contractors. However, only two bids were submitted. Attached is a bid
tabulation for the proposed improvements. Northstar Construction, Inc. submitted the lowest responsive bid, in the amount of$67,968.00. The engineering estimate for this project was
$65,000. Construction ofthese improvements is scheduled for completion within forty-five (45) calendar days. The contractor has successfully completed construction ofrelated improvements
in other municipalities in the area. RECOMMENDATION: Staffrecommends that Council authorize the City Manager to enter into a contract with Northstar Construction, Inc., for the Easement
Park Drainage Improvements project, in the amount oU 67,968.00. 
Cion!: EaI. tic, ,, ,2 4 8 8 7 •& n 'Il! 13 14I. 18 3 (COl Application For Payment 􀁲􀁟􀁏􀁉􀁾􀁩􀁬􀁏􀁉􀀾􀀠􀁬􀁥􀁾􀁗􀁥􀁥􀁬􀁧􀁟􀀠-...r_7$C101 _____...;:4...& ... 1W=_____ 1l1O SY 􀀱􀁾􀀠CY
1:10 8Y 1 Ea. 1 UI 1 I!& m LI' -1 1 , 78 􀁾􀁴􀁉􀀱􀁦􀀧􀀠􀀱􀁉􀁦􀁴􀀮􀁾􀁌􀀮􀁦􀁃􀀩􀁾􀁾􀀮􀀬􀀮􀁡􀁬􀀠i:A1 __lor 􀁃􀁯􀁮􀁯􀁾􀀠. Oo/Ii t_91JlIldlson 􀁾􀀺􀀠1:/.00 1211 $ 200.00-12 1211 S S IOO.IJO
4.000,1JO ';200.GQ fiO.GQ' 1,21JO.1JO I 1 1 289 I 1 1 1 m 1 1 S•S•I, : ., l!68 lIS1I I 1 7t 1.110 S• 1.110 40 1 PEAI'ORlolEDON 􀁏􀁒􀁉􀁇􀁉􀁎􀁁􀁬􀀮􀁃􀁏􀁾􀀠EXTRA WORK PERFOIIMID TQTALVAWEOFWQRKl"ODAlli
􀁾􀀠UiSS 􀁒􀁅􀁔􀁁􀁬􀁴􀁉􀁉􀁉􀁇􀁅􀂷􀁾􀀢􀀠i NET N.!OUN!' EARNED ON OOIoll'AACT 􀀧􀁕􀀺􀀸􀁓􀁎􀁯􀁬􀁏􀁕􀁴􀁉􀁔􀁏􀁊􀀢􀀱􀁜􀀱􀁍􀁏􀁕􀀸􀁐􀀢􀁾􀁎􀁔􀀤􀀠, AMOUNT DUE TIllS ESTIMATE • IOO.IJO 􀀴􀁾􀁏􀁏􀁏􀀮􀀱􀁊􀁏􀀠$
$ 17.Ml.GQ, 1,200.1JO $ 100.110 t MJIQ, 2/KR.IIO • , 4,7010.110 . UOO.OO• 6.IlOO.OO $ 1I.0011.ll0 • 67.1168.00 $ • $ , t7.61B.OO $ 7t.0Ge.20 $ ,,7II1.ao 
SECTION BP CON'IRACTOR'S AFFIDAVIT OF Bll..LS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared __M=ic;;;:h:::a:.:e:..;!A:..::..;.H=el",·m",u:
.:c:::h__ who, being duly sworn. on oath, says that he is a legal representative of Northstar Construction (full name of Contractor as in contract) and that the contract for the construction
ofthe project, designated as Easement Park Drainage Improvements -Phase I (Bid Number 01-30) (Project No.) has been satisfactorily completed and that all billsfor materials, apparatus, fixtures, machinery and labor used in connection with the construction ofthis project have, to the best ofmy knowledge and belief, been fully paid. Signature:
Michael A. Heirnuch Title Sworn to and subscribed before me 􀁴􀁨􀁩􀁳􀁾1---tl\daY of 􀁾,2001. 􀀨􀁩􀁓􀁓􀁓􀀡􀁟􀀢􀀢􀀧􀀻􀁩􀀢􀁾􀀧􀀧􀀧􀀧􀀧􀁟􀁓􀁓􀁓􀁩􀁩􀁩􀁬􀁟􀁾􀀠DONNA l. SMITH Motar,> publiG
STATE OF TEXAS Notary Public in and for 􀁾􀀠County, Texas BP-2 
c CONSENT OF SURETY O\1\/NER o ARCHITECT oTO FINAL PAYMENT CONTRACTOR o AlA Document GlOl SURETY (Instructions on reverse side) OTHER o TO OWNER: ARCHITECT'S PROJECT NO.: (Name [lilt!
addlvl;;'") TOWN OF ADDISON P.O. BOX 9010 CONTRACT FOR: 5350 BELTLINE RD ADDISON, TEXAS 75001-9010 PROJEO', CONTRACT DATED: (Name #luIaddrt?"'» EASEMENT PARK DRAINAGE IMPROVEMENTS ADDISON,
TX In uccordann! with the provisions of [he Contract between the Owner and rhe ComraC10r as indicaK-'(1 ah(we, the rln.wl'l nmm!amI􀁣􀁬􀁤􀁤􀁮􀀧􀀺􀁜􀀮􀁾􀀠oJSure{1'} CUMBERLAND CASUALTY
& SURETY CO. 4311 W. WATERS, STE 401 TAMPA, FL 33614 , SURETY, on bond of (/JI$(flt nmnetlndaddress ojCOJlfrm;IDrj NORTHSTAR CONSTRUCTION, INC. 309 BIRCHWOOD FT. WORTH, TEXAS 76108 ,
CONTRACTOR, hereby approves of [he final payment to {he Contra('[of, and agrees that final ['h1.ymem to the Contractor !\hull nm relieve the 􀁓􀁕􀁉􀀭􀁥􀀨􀁾􀀧􀀠of any of its obligations
to (Iusel'l name tllU; add,lt;{.\" ojOll'lwr) TOWN OF ADDISON P.O. BOX 9010 5350 BELTLINE RD ADDISON, TEXAS 75001-9010 , O\1\/NER, as set forth in said Surety's bond. 11\ WITNESS WHEREOF,
'he Surety has hereun", set its hand on ,hl, date: 27TH DAY OF SEPTEMBER, 2001 (lm:erl hi Writing 1/)(' momblaflo'I'4vfIt)' /b(/IIIt/JleTic dalt: (1m/yew",) C D & SURETY COMPANY 􀀨􀁓􀁕􀁉􀁴􀀮􀀧􀁾􀀠.
STEVEN W.AUt-"S[: (Seal): (flrilllr:cf nttllU'(IIldlirlr:J CAUTION: You should sign an original AlA document that has this caution printed in red, An original assures that changes will
not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AlA DOCUMENT G,O, • CQ;<.'SENT (}FS( ;RElY TO
tlNAL PAYMENT" J99..j 􀁅􀁄􀁲􀁮􀁯􀁾􀀠•.AlA !D199-i e lliEAMElUfA'I !NSll'f1;TE OF ARCHnlK:'I'S. 173'5 􀁎􀁩􀀭􀀺􀁗􀁙􀁏􀁒􀁋􀁁􀁖􀁔􀁾􀁎􀁭􀀺􀀮􀀠NW, XVA."iH!NGTON. nL 2OClU(....S29Z .. WARNING:
UnlIcensed photocoPY'ing violates U.S, copyright laws and will subJect the violator to legal prosecution. -G707-1994 II 
"-' CUMBERLAND CASUALTY & SURETY COMPANY POWER OF ATIORNEY TAMPA, FLORIDA 􀁰􀁾􀁣􀁷􀁾􀀠NORTHSTAR CONSTRUCTION, INC. EFF'BCTlVB DATE: 309 Birchwood CONTRACT AMOUNT: $87.818.00 AMOUNT OF
BOND: $ 67.968.00 POWER NO. CC -29205 KNOW AtLMEN BY 'I1IE8B l'RIlSENTS; 'That CumbeiI."" 􀁃􀁡􀁳􀁵􀁡􀁬􀁾.t. Surety 􀁾􀀬• <OqlOfIIion duly organiW under \flo laws of the Slate of FJorIda.,
havitl& its principal offICe IQ IIIe City ofTanIP". Florida. 1"'''''''11. 10 !he folklwing restlIuIion. adoped by IfIo I!oud of Dlrecool'$ of rile said c"mpanyon!he 1SIb dAy ofApril.
1999.10 wit: 'Resolved,. tballbe PRsIdcnt of tile Company wll bve all1hority 10 nuke. .-and deliver. Power of Attorney constituting as WIlmey(s)-lo-l"act. sUCh peaons. firms. Of eotplll'llliom
u may be seIecred from time In lime. Ile it Portlier Resohled. that the 􀀮􀁩􀁧􀁮􀁡􀁾of !he I'rcsideIlt. $oct$lY and !he Seal of !he C_pany may be affixed 10 any 􀁾Power of AUOmey or
my cecIlficaIe rdllin$lIletelo by facsimile. and any 5IIdI powers 60 eJtecuted and teIlffied teIlffied by faesimile ,igna.!!lm and facsimile scallllall be valid ;wei bindmlllpOb lflii
Company in !he 􀁾*iIb respect!O IllY bOnd or 􀁾fiJr tile relase of reIlIIried parcell." and/or final estimates on ""Illneorlng and COII!IruCtioII eonlracl$ or simil2r 􀁾􀁉􀁹or """",,aldn,
to 􀁷􀁉􀁉􀁬􀁣􀁨􀁾􀀠LEWIS CumberJapd CasuallY &I Suret:Y Camponv docs hmby matt, constiMe and 􀁡􀁰􀁰􀁯􀁬􀁬􀁬􀁬􀀭􀀽􀀽􀁾􀀻􀀻􀀻􀀻􀁣􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀬􀂷􀀬􀀭􀀭___________ , • ') .. _ 1 lts .....
and Iawlill 􀁾􀁩􀁴􀀾􀀭􀁦􀀢􀁡􀁴􀀺􀁩􀀬􀀠...1Ib fiIll power and ""thorlty hereby conferred in ilS name. pIaco and 5lCa4, to $ian • .-.ac/(ru)Wlcdge and deliver in iI4l behalf. and Its O<t
lUll! deed. as fallon; TIle obliption of tile Company shall 􀁉􀁜􀁏􀁕􀁾($2.000.000.00) dol_ And II) bind CumIx:rland casualty.& Surety Company lllereby as fu!1y and mille same ""!<Ill
as if5IIdI1>oIJII or 1IDdertakin& was siplCd by Iho duly aull10rizcd olfteerofCUlJj)erIand CosuaIty &: Surety Ccmpony, andeD !he IICIS ofsald auomey(s)-iIl-/il<:t pursuant to lflii auIIlori!y
herein given. and IH!reby JatiflCd and eonRrmed_ . IN WlTI'I!1:SS WHEREOF, CumborlMti Caslllllty & Surety Comp..,y has .......... these pnscnls to be Biped by 8lI om"", of IIIe Company
and ifs 􀁃􀁯􀁲􀁰􀁯􀁾8e$I tobe _0atI'ixed. STA'IE OF FLORIDA )) ss CO'UNTY .01' HILLSBOROUGH) On litiS I,., day of April. A.D. 1999. bero", me persouaJly eame Bd....nll. B4mlidd lV. to
me lmoYm, woo beint hy me duly swom did tIcposo.nd $aY: tbalbe =ides in the CouRl)' of Hillsborough, State or Florida; tbal he D Presldeot or CmobetIand c.-tc:r " Sorely 􀁾􀀮\flo corporation
doSi>ribe4 in and wllidt ......1I!d die above iDsmunenI; IbaI be kJIOW& Iho seal or 8IId cotpOn!loa; _ IIIe seal affixed to !lie said i_ellis 18 5IIdI COfJlOfllhl seal: tballl was I()
alforcd hy order 0'!he l'Joord ofDlroamsoloa/dwtpolotiou and lbalbe slpcdbl5 n:ame.1bereIo by Iil<Hrder. 􀀱􀁾􀁾􀁓􀁨􀀠My commission expires STATE.oF FLORlDA ) )88 COVNIT OFJfJLISBOR.oUGH)
I, che andersi,pd. Semary of Cumberland CoMlly a: J\Ireq company•• Florida Ccrpomdoo, DO DO lIIlREBY CllRTIFY dIIlIlIlofOr*ing and allacl!ed POWER .01' ATI'ORNEY n:maills in IiIn force.
Signed and Sealed It the City of Tampa. THIS BOND NOT VALID UNLESS PJUNTBI) .oN GREEN PAPI!It. 
• < TOWN Of' ADDISON PAYMENT AUTHORIZATION MEMO DATE: ,0(24/0I Claim # Vendor No. Vendor Name Address Address Address Zip Code EXPLANAnON F(tf---+L . fAr A<U?V1 Ti' /"h?;e 􀁭􀀭􀁟􀁲􀁔􀁾􀀠C""-:S
T£h::.Tl"1V ,....Li1-C. 􀁆􀁾􀀠E 􀁪􀁽􀀵􀁥􀂫􀁴􀁾􀀢􀀭􀀧􀁔􀀠PA--Jl'?K 􀁦􀀩􀁽􀀳􀀴􀁉􀀱􀀮􀀿􀀴􀁾􀁾• I I"Z1. 􀁴􀀧􀁾t-e /I-te I'L?/I As p §f' C"" v ""C:rL A 􀁃􀁫􀁌􀁾􀀠Authorized Signature Finance

•• • • • • 972 450 2834; Oct·IS·ot 1:17PM; Page 3/4sent By: TOWN OF ADDISON SERVICE CTA FAX flO. : 817367e510 Oct. 15 􀁾􀁡􀁬􀀠01;05PM P3FROM : Northstar 􀁃􀁑􀁮􀁓􀁴􀁲􀁾􀁣􀁴􀁬􀁑􀁮􀀠Inc.
Application For Payment c .... , T.... Of_"" 􀁾􀀺􀀠16B01w..l\I..... AddIIonj TtaIJIif 75001 Pe/iod! __.:J.Jli!.Nl;1!.!l5";,200!!!l!l''-!I0i!.!S2!0!I!I!!I!!s!!!nb?!Or!:.l'!.!4,,J2!00!l'__
EalN., : _____􀀭􀀮􀀮􀀺􀁬􀀴􀁾􀀦􀀡􀀮􀀡􀁟􀀽􀀢􀀭􀀭_____ 2 Cone,IIW 1at1 IN $ 12,\10 1:10 I) 1:10 $ • S 1.440,00 3 12 r:v 200.00 1% 0 1Z $ S 2,400,00 4 c-tIIIOS_ 140 SY $ "'110 1:10 D 1:10
$ ',2.10,00 5 1 E:I. , ISOO.OO 1 0 1 I , 500,00 e LaodoeopilV 1 UI 4.000,00 1 0 1 $ 4,000,00 -•• • • , 1 1 I!o. 3,200,00 1 0 1 $ S >,20000 e 28t LF $ 00,00 28ti 0 289 $ 􀀱􀀷􀁾􀀬􀀰􀀰,
,•8 'Inllll I 50, S 1._00 0 1,200,00•11 1 111 S _110 0 1 $ $ eoo,QO 12 368 LF $ 1,00 0 3M _00 13 1 2.500,00 S 2,600.00 1. 19 150.00 "0 "'740,00 15 1 ',IOQ.IIO I) 1,500,110 1 $ 6,1100.00
0 6.11OD,00 40 200,00 8,000,110 . 1 COtIiIIod a". : 􀁾􀀮􀁉􀁡􀁾􀁉􀁉􀀬􀀬􀀺... a, .,jfl __tor CGna-. "", 􀁁􀁾/e?/2.41"1 f_ol"'_ CIllO PEAFORNEO OH ORIGINAl. coNTRAcT EX11IA WORK f'ERFOAMII!D
TOTAl. YAW! OI'WORK TO IlATE l!SS RETAINAGE· 􀁾􀀠NET AIMlUNT EAANED OH coN1RAtT 􀀱􀀡􀁓􀁓􀁁􀁍􀁏􀁕􀁎􀁔􀁏􀁾􀁐􀀮􀁒􀁉􀁍􀁏􀁕􀁓􀁐􀁁􀁙􀁍􀁴􀁦􀀾􀀨􀁦􀁓􀀠.u.OUNT lIIJE 11116 ESl1IIAT! S 67,_00 $
$ e7,S1.,OO S 7e,!I!!.20 $ "m.so , 􀁱􀀮􀁾􀀠Jf,r 􀁰􀁾􀀯􀀠.$t 􀀯􀀮􀀮􀀬􀀯􀁾􀀠'j 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: Claim # Check $ -&';223. 7.s:Vendor No. Vendor Name Address Address Address :ZipCode TOTAL Ii', 228, 7"'> EXi"LANATION ft-e 􀁾􀀠Authorized
Signature Finance 
Application For Payment CIIen! : Town Of Addison 16801 WestgfOlllil Addison, Texas 75001 Contractor : Northstar Construction, Inc. 309 Birchwood Lane Fort Worth, Texas 76108 Project:
Period : __􀀮􀀽􀁅􀁡􀁳􀀢􀀢􀀢􀀬􀁥􀁭􀀢􀀧􀀢􀀧􀁥􀁮􀁴􀁾􀁐􀁾􀁡􀁲􀁫􀁾􀁄􀀺􀀡􀀮􀀡􀁉􀀧􀁡􀁊􀀺􀀡􀂷􀁮􀁡􀁧􀁥􀀽􀀬􀀭􀀬􀁉􀀢􀀬􀁭􀀢􀀬􀁰􀁲􀁯􀁶􀁥􀁭􀀽􀀽􀁥􀁮􀁴􀀽􀁳__ September 1, 2001 10 September 14, 2001
Contract Awarded: Contract Amount: CaiendarDays: ___--:;JU;;;ty;-,l"'l:.;,2=:;00;;:.:..1___ $87,818.00 AI___􀁾􀀶􀀻􀀻􀀮􀀱__ Est. No. :______􀁾􀀭􀀧􀀼􀀮􀀳􀀭􀀭􀀭􀀭􀀭􀀭􀀭Usod __-=6",1__ Item
No. Description Contract Quantity Units Unn Price Previous Quantity Curren! Quantity Tolal Quantity Curren! Amount Tolal Amount 1 Site Prepamllon 1 t.S $ 17,000.00 1 0 1 $ · $ 17,000.00
2 Remove! 􀁄􀁾􀁯􀁯􀁳􀁥Of Exist. Conc. SW 120 SY $ 12.00 120 0 120 $ · $ 1,440.00 3 Select Fill 12 CY $ 200.00 12 0 12 $ · $ 2,400.00 4 6" Reinforced CorIoRiIIl> S_ 120 SY $ 44.00 120
0 120 $ · $ 5,280.00 5 RemovelReplacelRese! 1'><1' Gr. Inlet 1 Ea. $ 500.00 0.5 0.5 1 $ 250.00 $ 500.00 6 RemovelReplace Exisl landScaping 1 t.S $ 4,000.00 1 0 1 $ · $ 4,000.00 7 4'
x4' Grate IntGt 1 Ea $ 3,200.00 1 0 1 $ · $ 3,200.00 8 18" HOPE Storm S ....... 289 LF $ 50.00 289 0 289 $ · $ 17,340.00 9 Connection To Exist. 14' Inlet 1 Ea. $ 1,200.00 1 0 1 $ · $
1,200.00 11 Trench Safely Design 1 t.S $ 500.00 1 0 1 $ · $ 500.00 12 Trench Safely Implementation 388 LF $ 1.00 388 0 388 $ · $ 388.00 13 3' x3' Grate Inlet 1 Ea. $ 2,500.00 1 0 1 $
· $ 2,500.00 14 15" HOPE storm Sewer 79 LF $ 60.00 79 0 79 $ · $ 4,740.00 15 MatertalsTesting 1 t.S $ 1,500.00 1.00 0 1.000 $ · $ 1,500.00 16 WiMr Main lowering 1 t.S $ 6,000.00 1.00
0 1.000 $ · $ 6,000.00 3 (CO) Select Fill· Extra Quentity 40 CY $ 200.00 40 0 40 $ · $ 8,000.00 17 (CO) Remove LandScapingIRepiace With Sod 1 t.S $ 11,850.00 0.25 0.75 1 $ 8,887.50 $
11,850.00 Certified By: 􀁾􀁯􀁦􀁬􀁬􀁾􀁩􀀺􀀯􀁸􀀠􀁾􀁾tft-7fl 􀁾􀁴􀁁􀁤􀁾􀀠Date TOTALS $ 9,137.50 $ 87,818.00 PERFORMED ON ORIGINAL CONTRACT $ 67,968.00 EXTRA WORK PERFORMED $ 19,850.00 TOTAL
VALUE OF WORK TO DATE $ 87,818.00 LESS RETAINAGE· 10% $ 8,781.80 NET AMOUNT EARNED ON CONTRACT $ 79,036.20 LESS AMOUNT OF PREVIOUS PAYMENTS $ 70,812.45 AMOUNT DUE THIS ESTIMATE $ 8,223.75

,􀁾􀀧􀀬􀀺􀀠-'., " , "':. \:. TOWN OF ADDISON . PAVMENT AUTHORIZATION MEMO ..:. . , .' ".' .. '. 􀀢􀁾􀀮􀀠. ,(Claim# : ... -, '" ' " --'--'---....-:.,. ' ...... . "-, , ", " ;, , >•• .
",: ' . " '.' Ven!':'orNo:' r··...:. .. .,....:---t.-:-._'.......,"-,-'.:,.,.:...; ..􀁾􀀧􀀺􀀮􀀮􀀮􀀮􀀢􀀭􀀧􀀬􀁾􀀮􀀭􀀺􀀭􀀺􀀻􀀺􀀬􀀮􀀺􀀮􀀮􀀬􀀧􀀮􀀺􀀮􀀮􀀬􀀺􀀮 .. 􀁾􀂷-'-'--,-'-'--"--:..._',.:..'"'-.•.
',..;.:,.......,. .. , . Vendor 􀁎􀁡􀁭􀁾􀀠, . BIRK. HciFF,'it;';DJZ:' 􀁾􀁫􀁓􀁾􀀠/􀁃􀁐􀀻􀀻􀁴􀁶􀁾􀁲􀁬􀀺􀀲􀁾􀀺􀁩􀀨􀀡􀀯􀀻􀀠>, > .' • Address ,.' 7SCJ2 Ct2E"e;vvu..u:=· Ave,) # 22.'0 .' ,Address
Addl'f1sS . Zip Code . ________-'-___ I, 2)$33 rc? '3. (7.//? v -f11"2./<1 I AMOUNT " . , '. , , ; XPlANATION .-, , . 􀁾􀀢􀀮􀀠.. ,...... ,. ;.". 1t"1.· f4ibt-e.·A-t.e"ll'73 .. tfrv .AI
j;ltvA t' J2'», I . 􀁅􀁩􀁁􀁓􀀭􀁥􀁾􀀻􀀻􀁱􀂷􀂷􀀠" . ",': '.;, ' " • ',": . '"i " ,. . l ; ," j. " ! .• "􀁾􀀮􀀠Ck4: , . '. .. ,. , luthorized Signature Finance f 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue, #220 Dallas, Texas 75231 Fax (214) 361·0204 Phone (214) 361·7900 Town of Addison Date: August 31, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (571) Services through July 31, 2001, in connection with Easement linear Park Drainage
Study Time of Personnel: Engineer 3.0 Hrs. $ 446.06 AutoCAD Tech I 3.0 Hrs. 258.82 $ 704.88 , Expense: Delivery $ 14.38.. Automobile 5.04 $ 724.30 Previous Billings $12,535.64 Current
Billings 724.30 Total $13,259.94 
.. .TOWN OF ADDISON 􀁾􀀬􀀠. PAYMENT AUTHORIZAnON MEMO -: :;'.; .. "..' 􀁾􀀧􀀮􀀬􀀠'-,' . · d N' . .' . .:,", '"".. "::....". "'.."... • • .' Ven•. or 0; ......._._. ,_._.􀁟􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀭􀀧􀀭􀁟􀀧􀀭􀀧
􀀭􀁾􀀺􀀭􀀭􀀺􀀺􀀧􀀭􀀺􀀭􀁟􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀠• 􀀮􀀻􀀮􀀻􀀮􀀭􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀁾􀀺􀀧􀀮􀀬􀀮􀀬􀀠... >-. _ __ •.•;...;... • .:.:"c,..:·:"..:..';: .' Vendor Nall1e ... si􀁾􀁊􀀺􀀺􀁾FF , I Hf';􀁾􀁾􀀻􀁾􀁾􀁳􀀠􀀨
􀁨􀀯􀀻􀀻􀁩􀀮􀀮􀀩􀀻􀁦􀀺􀀩􀀱􀀮􀁾􀀺􀁌􀀮􀀼􀁩􀀺􀂷􀀠Address 7.sz?2. Cl/2e-Erv-':'(U.E' AJ-e, # 'zzd": ... Address 752.3/AddrElss . ZipCode ,,,' .' -:" ' ... . ,. , -􀁾􀀠, 􀁾􀀠. ------1", '"
.' .. ;. 33t: 􀀮􀀯􀁾􀀺􀀠.' '. . .. EXPLANATION . . 􀀧􀁾􀀠i ., '." .' ....􀀻􀁾􀀧􀀠􀀮􀁾􀀠,. :. " ' .." .., , . ,: : 􀁾􀀠: ::' • 􀁉􀁾􀀧􀀠.' " 􀁾􀀮􀀮􀀠􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀁾􀀺􀀻􀀮􀀮􀀮􀀺􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾... " 􀁾􀀮􀀠! ' . . "'.. ' -=--------!:' , :: ..Authorized Signature finance .j . 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue, #220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date: July 31, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (493) Services through June 30, 2001, in connecti on .wi th. Easement: L; near Park
Orai nage Study . Time of Personnel: Engineer In Training 2.5 Hrs. $ 146.10 Word Processor 2.5 Hrs. 157.59 $ 303.69 Expense: Automobile 26.47 $ 330.16 o!<'· ..p ========== < f1/1'f'
$7(. g/Jh Previous Billings $12,205.48 Current Billings 330.16 Total $12,535.64 
,. ", . 􀀧􀁾􀀭􀀧􀀠,;. .;" TOWN OF ADDISON , PAYMENT AUTHORIZATION MEMO ,DATE: __' 􀀮􀀺􀀮􀀮􀀮􀀷􀀡􀀮􀀮􀀬􀀻􀀱􀀲􀀮􀀮􀀺􀀺􀀺􀀮􀀮􀁾􀀡􀀮􀀮􀀮􀀰􀀮􀀮􀀮􀁌􀀨􀁟􀁟􀀠'ClaIm # .;. of'.',' Vencl0r No;'
. 􀁾􀀮􀀠, " VendorName Bif!I:;f;:;FF H fi,vPJ2(C,esI Address '_'_......;...Z.:;.'Sll_2.__0;;;:..:;::f!.;.:E'l:....B'V:::..-_"'.:..:1􀁴􀀮􀀮􀀮􀀽􀁌􀁾􀁅􀀻􀀻􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀬􀁌􀀩.I.-#!.--2-=2;:;...;;.'O_
'_ Address f)A..LLA:s t TEX.1S 7 S 23 { Address Zip Code '-, " 􀀢􀀬􀀧􀀭􀀭􀁾􀀺􀀢􀀧􀀺􀀢􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀺􀀢􀀠, ; 􀀮􀁾􀀠, CAs'E,-1z cf:-,c;-rEXPLANATION oe4-/1V',,-1-(j t ,'.. } .. '1 .',,
,(A-£K' ., " , 􀁾􀀮􀀠'.-. " ,; ,, " ' . . j , 􀁁􀀺􀁾􀁜􀀠" 􀀭􀀽􀀭􀀽􀁾􀀭􀀭􀁾.. ' Authorized Signature finance 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue, #220 Dallas, Texas' 75231 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date: June 28, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (425) Services through May 31, 2001, in connection with Easement Linear Park . Drainage
Study Time of Personnel: Engineer 2.5 Engineer In Training 29.0 Word Processor 1.5 Expense: Delivery Automobile Printing Hrs. Hrs. Hrs. $ 16.68 16.86 274.13 Previous Billings Current
Billings Total $371.73 1,694.76 100.76 $ 2,167.25 307.67 $ 2,474.92 $ 9,730.56 2.474.92 $12,205.48 '. 
TOWN OF ADDISON . :.". ' . PAYMENT AUTHORIZATION MEMO 􀁦􀀳􀀯􀁾􀁋􀀮􀀠/fbFF) . . 7StJ2 ( 􀁃􀁤􀁾􀁴􀁶􀁁􀀲􀀻􀀠􀁩􀁾􀁲􀀧􀀺􀀠6'Ii? E€3i'f/V!Lc. E" /f􀁾􀁅􀀼􀀠4f 22 t) 7S23 J .. . DATE: VendorNo;''.
" Vendor Name . Address ·Address Address Zip Code .. ;8) tJ·j( 5"J?f '. ......L..:....:..:.;"'--_......--.:...___ . ; EXPLANATION . :" Ii' ., §." .'. '. 􀁾􀀺􀀮􀀠. " 􀁾􀀠i ' . i r '.
..:,--------"'" .Authorized Signature finance :, 
SIDMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 15225-5816 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date: May 24, 2001 Post
Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (350) Services through April 30, 2001, in connection with Easement Linear Park Drainage
Study Time of Personnel: Engineer 5.5 Hrs. $ 811. 31 Engineer In Training 32.5 Hrs. 1,812.86 Survey 1.0 Hr. 110.00 $ 2,734.17 􀁾􀀠======== 􀀱􀀩􀀮􀁾􀂷􀁦􀁲􀀧􀁬􀀧􀁙􀀠S7-C. (p{S!/) ( Previous
Billings $ 6,996.39 Current Billings 2.734.17 Total $ 9,730.56-. 
. TOWN OF ADDISON , PAYMENT AUTHORIZATION MEMO , ' ' :::: /." , 3;2 􀀳􀀧􀀻􀁙􀁬􀁩􀁾􀀼DATE: Claim # Check $ ..􀁾􀀧􀀺􀀧􀀠Vendor Name Address '_'__ SHIMEK, JACOBS & FINKLEA r-i----8333 DOUGLAS
AVE., #820 !Address DALLAS, TX 75225-5816 ,>-1----, Address Zip Code .'.. , 1 ," . EXplANAnoN cA:; Er<i.Etv'T. Pfifte:.. .OJZ6rIV'A t( e" ..1."'1 Pft?ove-A1 e-A.-E " A e6L, '. Authorized
Signature finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addi son Date: Apri 1 27, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (270) Services through Marc.h 31, 2001, in connection with Easement Linear Park Drainage
Study Time of Personnel: Engineer Engineer In Training 13.0 24.5 Hrs. Hrs. Expense: Delivery $ 25.88 Automobile 8.60 $ 1,876.80 1.325.90 $ 3,202.70 34.48 $ 3.237.18 ========== Previous
Billings $ 3,759.21 Current Billings 3.237.18 Total $ 6.996.39 
. TOWN OF ADDISON . PAYMENT AUTHORIZATION MEMO DATE: 2)'33$>1/:>Claim # Check$ " Vendor No;" " " Vendor Name S;i11'1 e-k! > .J4Co as Address .__􀀬􀀭􀀬􀁦􀀿􀀺􀀮􀀮􀀺􀀺􀀺􀀺􀀮􀀳􀀮􀀺􀀻􀀻􀀳􀀮􀀮􀀻􀀺􀀮􀀳􀀽􀀭�
�􀁟􀁾􀁟􀀨􀁬􀁟􀁶􀁟􀁴􀀱􀀮􀀻􀀮􀀮􀁴􀁁􀀺􀁳􀀺􀀺􀀮􀀽􀁾􀀯􀁬􀀮􀀮􀀮􀀻􀀮􀁴􀀭􀁥􀀭􀀽􀀭􀀬􀀻􀀧􀀮􀀮􀁊􀀮􀁉􀀮􀀡􀀮􀀡􀀮􀀣􀀭􀀽􀂣􀀭􀀽􀀧􀀲􀀻􀀻􀀮􀀺􀁐􀀬􀀭􀀭􀂷__ ·Address 7S22S"-S-R/£ Address Zip Code .... 􀁌􀀭􀀮􀀺􀀮􀀮􀀮􀀺􀀮�
�􀀻􀀻􀀮􀁣􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀀭􀁟􀁾___....:.. TOTAL . 2·! 􀀳􀁾􀀳,17:;" y l. '",. . . t EXPLANATION E/IS.e'r't:e,vT . PA-f'!K. 􀁓􀁔􀁾􀀺􀀺􀀠[J?ef/tfA: .'." .. 􀁾􀀠. !f . i . 􀁾􀀠Authorized Signature
finance 
--------------------SIDMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date:
March 27, 2001 Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102A (199) Services through February 28, 2001, in connection with Easement
Linear Park Drainage Study Time of Personnel: Engineer 2.0 Hrs. Engineer In Training .5 Hr. Engineer In Training 10.5 Hrs. Survey 2.5 Hrs. Expense: Survey Subcontract $1,200.00 Delivery
12.91 Automobile 6.59 $ 288.74 31.99 568.24 275.00 $ 1,163.97 1, 219.50 $ 2,383.47 Previous Billings $ 1,375.74 Current Billings 2,383.47 Total $ 3,759.21 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Claim # Check $ I, 37S, /<7'Vendor No;' Vendor Name SI/10 EK 1 T/}C-a> #f ( F/II--'kLE>'J/L,L.p.• Address g 33 3 [)Ci V 'f)::''''''s. Ate,
I #S20, Address Address Zip Code OBJ ,TOTAL ;1; 375; 74 ) EXPLANATION E As:, c /17 E'/VT, f Iff?K DfYt-/4//"7-tfF 􀀢􀁲􀁾f.€t:.Pt-6 􀀨􀁁􀁶􀀷􀀦􀁊􀁾􀀠/3/L E' ,','-"'1 t:' ;t....7) -.5 TkflV
I PS( (;/V. r,; " ' , ' .. , " Finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361·0204 Phone (214) 361-7900 Town of Add; son Date: February 23, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2001102 (125) Services through January 31, 2001, in connection wi th Easement L'j near Pa"k
Drainage Study Time of Personnel: Engineer 2.5 Hrs. $ 360.92 Engineer In Training 18.0 Hrs. $ 974.12 Word Processor .5 Hr. 21. 97 $ 1,357.01 Expense: Delivery $ 8.34 Automobile 10.39
18.73 $ 1.375.74 =========== Previous Billings $ 0.00 Current Billings 1.375.74 Total $ 1.375.74 
Sent By: 􀁔􀁭􀁾􀁎􀀠OF ADDISON SERVICE CTR 972 450 2634; Oct-15·01 1:17PM; Page 4/4 P4 " ' .:0:' " ',: ... , " . :.' ,t', -.,:. ;,' ': ','j. 􀀧􀁾􀀧􀀮􀁾􀀠.. .:,:' ". y.", .., ;) .;,􀀺􀀩􀀺􀀻􀀻􀀤􀁩􀁾􀀢􀁾
􀀠.', 􀀺􀁾􀀧􀀮,",', ,: ",' , ,\ ,"":'iC ,", " ..< 
• • page 2oct.15.Q1 1:16PM;972 450 2834;Sent By: TOWN OF ADDISON SERVICE CTA Oet. 15 􀁾􀁾􀁾􀁴􀀠01:05PM P2FAX NO. : 8173670510􀁆􀁾􀀠: Northstar ConstructIon Inc . , .. 􀀬􀁾􀀠" CHANGE
ORDER NUMBER 1 Project: _en!Pori< 􀁄􀁮􀁉􀁉􀁾􀁉􀁴􀁮􀁾􀀠DIoIa ; Al.q;ju$t 2lI. 2001 Owner : Town 01 AddillOll CtlnIIaeIot : lIIorthiallt C<>n$bu<:lion, 'lie, 16\101 WeelQrove 􀀳􀀰􀀹􀁾􀁌􀁡􀀢􀀢􀀠Add"""',
T_ 76llO1 Fat! WOl1h, T.,.. 16108 􀁅􀁮􀁑􀁩􀁾􀁲: SoNmic:k, Ja_ & Fi>kkIo u.p /'..-. ilia. Peoc<ipIion QuarriIf:y Ullils = E>dIII Toloil 0tlIIn!i!Y IO>CrII Amount 17 AddiliouallllBm ..
Rem_ Land.capinglRllplaca WIth Sod 1 LS $ 11.850.00 1 2 , 11.850,00 In._,..,11IIm. 3 Selet'l Fill 12 CI{. $ 200.00 40 52, S 8,000,00 Change In Conlnlcl F'Jic)e 􀁾COI'Cl,Tal;t AmOUll\
AIIdIIIonaIllemc AmCIIllt 'n..-ed ,/ent,.AmOVlll0... 111 1Iioor!._ $ 67.9118.00• 11,850.00 $ 8,000.00 $ S 111.1160.00 $ 87,818,00 Town of Addison 
sent By' TOVm To; SC DOWN OF ADDISON SERVICE eTR At: 2837 972 450 2834; Oct-15·01 1 :16PM; Pege 1 FROM : 􀁎􀁯􀁲􀁴􀁾􀀮􀁴􀁡􀁲􀀠ConstruotlCl'1 Ino. 􀁾NO, , 8173670510 Oct. 15 2a01 01;04PM
Pl Northstar Canatructlon, Inc. Office: 817-367-3110 309 Birchwood Lane Fax: 817-367-051:0 Ft. Worth, Texas 76108 ....... 􀀴􀀨􀁬􀁮􀁤􀀮􀁾􀀠 ce. -• 004i'....... 
. TOWN OF ADDISON 􀁾􀀮􀀠.:AYM7􀁾􀁴􀁬􀀱􀀱􀁬􀁏􀁒􀁉􀁚􀁁􀁔􀁬􀁏􀁎􀀠MEMp 􀁃􀁃􀀻􀁾􀀮􀀡􀀻􀁦􀀧􀁣􀀧􀁀􀁩􀀮􀁾􀀠. ".;: 􀁄􀁁􀁔􀁅􀁾􀀧􀀢􀀠'91PIG j "'Cllltm# ':; , ,... ,.... . CheckS ..,.4:. 􀁾􀀢􀀠􀀮􀀬􀀮􀀢􀀬􀀮􀁾􀀠.,
'. ", . . .. . •. C.,.·.. .' 􀀢􀀻􀀢􀀻􀀧􀀵􀀱􀀺􀁩􀁩􀁾􀁾􀁽􀁾􀀠'.' 􀁖􀁥􀁮􀁾􀁯􀁲No: '.. '.. . . ,. " . 􀁖􀁥􀁮􀁤􀁏􀁲􀁎􀁡􀁭􀁾􀀧􀀠. hICf7Ifr/fg' 􀀺􀁃􀁴􀁊􀁾􀁩􀀭􀁧􀁋􀀧􀀭􀁰􀀻􀁾/::t.-/c:. '".' -..:.
Address .. ' 􀀳􀁴􀁊􀁲􀁬􀀳􀁬􀁦􀀿􀁃􀁉􀁬􀁉􀁴􀀭􀀭􀀤􀁪􀀩􀁾􀁥􀀠FuIZT .􀁕􀀭􀁾􀁊􀀺􀀷􀀱􀁉􀀱􀀠TEM-.$· 􀀷􀁾􀁪􀁰􀁧􀀠..... . Ad(l,ress . 􀁚􀁩􀁰􀁾􀁯􀁤􀁥􀀠",' .' .' , 􀁾􀀧􀀢􀀠" ... . . ,TcitAl' 43jIS7'>f-P"
-: 􀀧􀀱􀁾􀀮􀀠., : , ; EXPi..ANATJON '. , .! -. :. : . . ", ". ".' ......" : :::' • l' • " '. .. 􀁾􀀮􀀬􀀠, . '.. i . . A"azt .-. -i::----------\;... Authorized Signature finance 
Application For Payment Client; T...., OfAddison Contractor ; NOfI/Is1ar Construction, Inc. 16801 W_tgl'Olle 309 Birebwood lane Addison, T_ 75001 FortWOIIb. Texas 76108 Contract AwlWed
; July 11, 2001 ConImct Amount: ---'::$67=-:.968=.00:;;':'--,.. Period: __......:.;A"'ug.,us""t""l"".2OO=1.:.;Io=Au",g",us",t",3",l,.!:200=1___ CelendarDays ; A1lotted __􀀴􀀵􀁾__ Est
No. :_______.!:2'-______ Used,__",45=--_ Item No. DesCliplioo Contraet Quantily Units Una Price I'Iel.ious Quantily CUmant Quantity Total Quantity Cunenl Amount Total Amount 1 Site Preparation
1 LS $ 17,000.00 0.75 0.25 1 $ 4,250.00 $ 17,000.00 2 Remawl OlsPose Of Exist Cone. SW 120 SY $ 12.00 9 111 120 $ 1.332.00 $ 1.440.00 3 Se!eclRI 12 CY $ 200.00 0 12 12 $ 2.400.00 $ 2,400.00
4 6" RBinfon:ed Concrete Sidewalk 120 SY $ 44.00 0 120 120 $ 5,2BO.oo $ 5,280.00 5 RemoweIReplacelReset 1')(1' Gr. Inlet 1 Ea. $ 500.00 0.5 0 0.5 $ -$ 250.00 6 RemawlRep!ace Exist landscaping
1 LS $ 4.000.00 (lS 0.5 1 $ 2,000.00 $ .4.000.00 7 4' x 4' Grate Inlet 1 Ea. $ 3,200.00 0 1 1 $ 3,200.00 $ 3,200.00 8 18" HOPE Stonn Sewe.289 LF $ 60.00 •220 69 289 $ 4,140.00 $ 17.340.00
9 Connection To Exist 14' Inlet 1 Ea $ 1,200.00 r:J1 0 1 $ -$ 1,200.00 11 Trend! Safely Design 1 LS $ 500.00 1 0 1 $ -$ 500.00 12 Trend! Safety Implemenlalion 368 LF $ 1.00 220 148 368
$ 148.00 $ 368.00 13 3' x 3' Grate Inlet 1 Ea. $ 2,500.00 0 1 1 $ 2,500.00 $ 2.500.00 14 15" HOPE Stonn Sewe.79 LF $ 60.00 0 79 79 $ 4.740.00 $ 4.740.00 15 Materials T_ting 1 LS $ 1.500.00
0.33 0.66667 1.000 $ 1,000.01 $ 1.500.00 16 Wale< Main Ulwering 1 LS $ 6,000.00 0.00 1 1.000 $ 6,000.00 $ 6.000.00 3(00) Se!ecI RI-EJdm Quantity 40 CY $ 200.00 0 40 40 $ 8,000.00 $ 8.000.00
17 (CO) RemoIIe landscaping/Repla<:eWIIh Sod 1 LS $ 11.850.00 0 0.25 0.25 $ 2.962.50 $ 2.962.50 Certlfied By : TOTAlS $ 47.852.51 $ 78.680.50 PERFORMED ON ORIGINAL CONTRACT $ 67.718.00
,EXTRA WORK PERFORMED $ 10.962.50 TOTAl VAlUE OF WORK TO DATE '$ 78.660.50 LESS RETAtNAGE • 10% $ 7.868.05 NET AMOUNT EARNED ON CONTRACT $ 70,812.45 LESS AMOUNT OF PREVIOUS PAYMENTS
"$ 􀀲􀀷􀁾􀀮􀀲􀀰􀀠AMOUNT DUE THIS ESTIMATE $ 43.157.25 􀁾􀀬􀁻􀀺􀀬􀀠*' f'tty' 5ZC ?il/ur 
FROM: Northstar Construction Inc. FRX NO. 8173670510 Rug. 31 2001 01:56PM Pi Northstar Construction, Inc. 309 Birchwood Lane Ft. Worth. Texas 76108 Office: Fax: 817-367-3110 817-367-OS10
To: Luke Jalbert Pax: (972) 450-2S37 Pages: 2 (ind. cover) IIatiae 08131/01 Rae Easement Park Drainage Improvements cc: o Uraent '" FarRevI_ 0 PI_CooI_1I8nt 0 􀁾Reply -Comment: 
Application For Payment Client : Town Of Addison Contractor : NO!!hstar ConstrucHoo, Inc. 16801 Westg''''''' 3Q9 Birchwood Lane Addison, Texas 75001 Fort Worth, Texas 76108 PI'Ilject
: Easement Par!< Drainage Improvements ContJaC! Awarded : July 11. 2001 ContJaC! Amount : $67,968.00 Period: August 1.2001 to Augusl 31. 2001 Calendar Days : A11011ed 45 Est. No. : 2
Used 45 Item No. Description Contract Quantity Units Un. Price Previous Quantity Current Quantity Total Quantity Current Amount Total Amount 1 Sle Preparation 1 LS $ 17,000.00 0.75 025
1 $ 4,250.00 $ 17,000.00 2 Remove! Dispose Of Exist Cone. SW 120 SY $ 12.00 9 111 120 $ 1,332.00 $ 1,440.00 :; Select FHI 12 CY $ 200.00 0 12 12 $ 2,400.00 $ 2.400.00 4 6" ReInforced
Concrete Sidewalk 120 SY $ 44.00 0 120 120 $ 5,280.00 $ 5,280.00 5 RemOllelReplacelReseI1'x1' Gr. Inlet 1 Ea. $ 500.00 0.5 0 0.5 $ -$ 250.00 6 Rem<M!lReptace Exist landscaping 1 LS $
4,000.00 0.5 0.5 1 $ 2,000.00 $ 4,000.00 7 4' x 4' Grafe Inlet 1 Ea. $ 3.20(1.00 0 1 1 $ 3,200.00 $ 3,200.00 8 18" HDPE St""" Sewer 289 LF $ 60.00 220 89 289 $ 4,140.00 $ 17.340.00 9
Connection To Exist. 14' Inlet 1 Ea. $ 1.200.00 1 0 1 $ -$ 1.200.00 11 Trench Safely Design 1 LS $ 500.00 1 0 1 $ -$ 500.00 12 Trench Safety Implementation 368 LF $ 1.00 220 148 368
$ 148.00 $ 368.00 13 3' x 3' Grafe Inlet 1 Ea. $ 2,500.00 0 1 1 $ 2.500.00 $ 2,500.00 14 15" HDPE Storm Sewer 79 LF $ 60.00 0 79 79 $ 4,740.00 $ 4,740.00 15 _Testing 1 LS $ 1,500.00
0.33 066667 1.000 $ 1,000.01 $ 1,500.00 16 Water Main '-'-ting 1 LS $ 6,000.00 0.00 1 1.000 $ 6.000.00 $ 6.000.00 S(CO) Select Fil-ExIra Quantity 40 CY $ 200.00 0 40 40 $ 8,000.00 $
8,000.00 17 (CO) Remow LandseapinglReplace With Sod 1 LS $ 11,850.00 0 025 0.25 $ 2.962.50 $ 2,962.50 Certified By : 1JI.;.Lj Q_ wd.L 􀀹􀁾􀀯􀀨􀀩􀀱􀀠Northstar Con._. Inc. date' Town Of
Addison Date TOTALS $ 47,952.51 $ 78,680.50 PERFORMED ON ORIGINAL CONTRACT $ 67,718.00 EXTRA WORK PERFORMED $ 10,962.50 TOTAL VALUE OF WORK TO DATE $ 78,680.50 LESS RETAINAGE· 10% $
7,868.05 NET AMOUNT EARNED ON CONTRACT $ 70,812.45 LESS AMOUNT OF PREVIOUS PAYMENTS $ 27.655.20 AMOUNT DUE THIS ESTIMATE $ 43,157.25 
CHANGE ORDER NUMBER 1 Project: Easement Park Drainage Improvements Date: August 28, 2001 Owner: Town Of Addison Contractor: Northstar Construction, Inc. 16801 Westgrove 309 Bi rchwood
Lane Addison, Texas 75001 Fort Worth, Texas 76108 Engineer: Schimick, Jacobs & Finklea LLP Item Description Contract Units Unit Extra Total Extra No. Quantity Price Quantitv Quantitv
Amount Additionallitems 17 Remove landscaping/Replace Wllh Sod 1 LS $ 11,850.00 1 2 $ 11,850.00 Increased Pay Items 3 Select Fill 12 CY $ 200.00 40 52 $ 8,000.00 Change In Contract Price
Original Contract Amount Additional Items Amount Increased Items Amount Decreased Items Amount Net Increase In Contract Contract Price Including Change Order #1 Contractor Approval Recommended
$ 67,968.00 $ 11,850.00 $ 8,000.00 $ $ 19.850.00 $ 87,818.00 Vice President, Northstar Construction, Inc. Assistant Public Works Director Date Town of Addison Director Of PubliC Works
Dale Director Of Parks & Recreation Date Assistant City Manager Date 
X LETTER OF TRANSMITTAL To: Town Of Addison Date: September 4, 2001 Department Of Public Works Attn: Mr. Luke Jalbert 16801 Westgrove Project Manager Addison, Texas 75001 Re: Easement
Park Drainage Impr. WE ARE SENDING YOU: X Attached __Under Separale Cover via the Following ________ ___Submittals Prints ----.-;--Shop Drawings ___Samples --Specifications X Other COPIES
DATE DESCRIPTION 2 812101 Application For Payment #2 J. C.O.";'I St,_.i THESE ARE TRANSMITTED (as checked below) : For Approval Approved As Submitted Resubmit_Copies For Approval ___For
Your Use --Approved As Noted --Submit_Copies For Distribution As Requested Retumed For Corrections Retum_Corrected Prints --For Review & 􀁃􀁯􀁭􀁭􀁥􀀭􀀺􀁮􀁴􀀽􀀽􀀭􀁾_______________________
COMMENTS: COPY TO : BY: 􀁲􀀱􀀻􀀮􀁕􀀰􀀮􀁾􀀠Michael A. Heimlich Project Manager 
July 26, 2001 Mr. Michael Heimlich Vice President Northstar Construction, Inc. 309 Birchwood Lane Fort Worth, Texas 76108 RE: Easement Park Drainage Improvements Dear Mr. Heimlich In
response to your correspondence of July 25: After visiting the site, we have decided that no additional money is warranted for the existing conditions. You are right in stating that
the plans and specifications did not provide any geotechnical information. The burden fur obtaining such information before making assumptions in the bidding process is the sole responsibility
of the contractor. The responsibility of the contractor to inspect the site before hand is clearly stated in section E ofthe Instructions to Bidder: Examination ofDocuments and Site
"Bidders shall carefully examine ...the construction site to obtain first hand knowledge ofthe scope and the conditions ofthe work. Each contractor ....by submitting a proposal to perform
any portion ofthe Work, represents and warrants that he has examined .... The site of the work work and from his own investigation has satisfied himself as to the scope, accessibility,
and nature of the work; the character of the equipment needed for the performance of the work; the local conditions .... " Section F : Interpretation ofDocuments also clearly states
that anyquestions regarding the plans should have been made before the bid was opened. Special provisions #29: Excavation Safety Systems Section b: Soil borings---states that since no borings
or soil data were furnished, it is the contractors responsibility to obtain whatever geotechnical infurmation required. In order to help you reduce cost, we have a supply ofapproximately
50 cubic yards of backfill material that we will provide you. Please contact me on how to obtain this material. Sincerely, Luke Jalbert Project Manager Cc: Mike Murphy Steve Ch utchian
Jim Pierce 
NAME,__􀀭􀀭􀀭􀀧􀀢􀀧􀀭􀀭􀀽􀀭􀁾􀁟􀁟􀁟􀁟􀀢􀀧􀁟􀁟􀁟􀁉􀁟􀁟􀀺􀁟􀀧􀀼􀀻􀀺􀁾􀀮􀁌􀀭􀀭􀀭􀀭􀀭􀀭HOME# f -d7!i TIME 􀁾􀀠-233f 􀁁􀁄􀁄􀁒􀁅􀁓􀁓􀁾􀁾􀁾􀁾___􀁾􀁟􀁾___WORK#________ -REQUEST FOR ( SERVICE___􀁾􀀮􀀺􀀮􀀮􀀮􀀮
􀀭􀁊􀀮􀀭􀀽􀀭􀀭__􀀯􀁟􀀨􀀩􀁾􀁟􀁾􀀢􀀢􀀭􀀭􀀭􀀺􀀻􀀻􀀢􀀠=---'7'--c::,------"2! Robin Jones__ Dave Wilde Li Charles 􀁍􀁩􀁴􀁣􀁨􀁥􀁬􀁬􀁾􀁟􀀠􀁁􀁬􀁄􀁥􀁮􀁴􀁾􀁟􀀠James Brown.__ Jeff King__ Jose Flores,__
John Jones Keith Thompson. ___ Jerry Davis.___ Edgar Horton.__ Ron Pelky ___ Charles McElroy___ Wes Ashcraft.___ Robert McFarland.___ 
HP Laser Jet 3200S8 TOALASERJET 3200 invent 9724502837 APR-9-2001 15:22 Fax Call Report Job Date Time Type Identification Duration Pages Result IIJ 41 9/2001 15:21:00 Send 92143610204
1:24 2 OK .1)1) . 100 TQ: G'vi' BJi?A.·f)LEr itluold Cln . . 1m. NGrtIl . ,. ., 
-------------,,-I II 􀁾􀀧􀀾􀀢􀀬􀀠.--.' "'",􀁾􀁩􀀠L'II II II l ::> N <I • '00 600 700 800 .. : ': 140 160 180 200 : I i' W E To,' 6'vy BRft'PLEj<:: lased on n. North i : .. J 
8H4 V8PS BM3S . 8M36 \ \ ... , ,> ;--OJ:' . ..􀁾􀀢􀀻􀀮􀀬􀀮􀀭􀀮􀀠' 
Steve Chutchian From: Steve Chutchian Sent: Thursday, March 22, 2001 11:01 AM To: 'bilgreen@na,cokecce.com' Subject: Easement Park Drainage Mr, Green -Our engineering consultant asked
me to contact you regarding the drainage problem at your address. We would like to meet with you at your property and obtain a better understanding of the direction or pattern the storm
water is taking as it flows onto your lot. I would greatly appreciate a call from you, in order to set up a day and time to meet early next week. My office number is 972-450-2886. Thank
you. Steve Chutchian, P.E. Assistant City Engineer Town of Addison 1 
PUBUC WORKS DEPARTMENT (\>72) 450.2871 􀀡􀁩􀀡􀁩􀁬􀀡􀁾􀁾􀀡􀀡􀀡􀀡􀀡􀀡􀁩􀁾􀀡􀀡􀀡􀀡􀁩􀀡􀁬􀁬􀁩􀀡􀀡􀀡􀀧􀀡􀀡􀁬􀀡􀀡􀂮􀀠P." Office Box 9010 Addis••, T""", 75001·9010 April 16, 2001 To Whom It
May Concern: The Town ofAddison hereby states the intent to perform corrective improvements to an existing drainage problem that originates in Easement Park, which is generally located
northeast of3903 Azure Lane. Engineering plans and specifications are currently being prepared for the construction ofthese improvements and should be completed in April, 2001. The proposed
project should be under construction in the SUlllmer of2001. It is anticipated that these drainage improvements will effectively reduce the adverse impact ofstorm water at 3903 Azure
Lane, as well as other adjacent lots. Sincerely, Michael Murphy, P.E. Director ofPublic Works 
Donald. H. Walden 3903 Azure Lane Addison, Texas 75001-3106 12 April, 2001 Mr. Mike Murphy, Public Works Director Town ofAddison P. O. Box 9010 Addison, Texas 75001-9010 Dear Mr. Murphy:
We are selling our house on Azure Lane and moving to 3817 Waterford Drive, so we will remain in Addison, which we think is the best place to live. However, I need your help with respect
to the drainage problem I have previously discussed with you and which I must disclose to potential buyers ofour current house. Please read the attached notice (draft) carefully to ensure
I have correctly stated the City's actions and future plans correctly. In addition, I would very much appreciate a letter from you to me or 'to whom it may concern' stating the City's
plans for correcting this problem and your confidence that the it will be successfully resolved. I am requesting this from you as a back up to give my notice more creditability. We have
already signed the contract for our new house and plan to put this house on the market in about a week, so I will appreciate your attention to my request as soon as possible. I thank
you for your attention and help: past, present and future with this matter. 
Donald. H. Walden 3903 Azure Lane Addison, Texas 75001-3106 12 April, 2001 To potential buyers ofthis house: We purchased this house in December 1998 at which time the previous owner
did not disclose that a minor flooding problem exists. After extremely heavy rains, runoff from the nearby city park passes through three or four neighbors' lawns into our back yard,
then through our side and front yards out to the street. The water rises to a depth ofabout three inches to the top ofthe foundation, however it has never penetrated into the house.
This condition exists for several hours after the rain stops. It has happened about three or four times in the two years, four months we have lived here. I have addressed this problem
by taking the following two corrective actions; 1. I have designed and had constructed a pavestone walkway and drain line in the side and front yards out to the front sidewalk to improve
the water flow and decrease the duration offlooding. (Please see item no. in the attached list of improvements.) Both the walkway and drain line are designed to easily accommodate extension
to the backyard in the future if desired. Since construction, these improvements have not only decreased the duration of flooding in the side and backyards, but have eliminated it entirely
from the front yard. I will be happy to furnish copies ofmy drawings ofthis project and further discuss it with you upon request. 2. In July 2000, I wrote a letter to Mr. Mike Murphy,
Public Works Director, Town of Addison, requesting corrective action since the problem is caused by runofffrom the city park. I also included an engineering concept drawing of my proposal
to correct it. I have been in contact with him several times since, .aad, and he has advised me that the City has retained an engineering fInn to study the situation and submit a corrective
drainage plan. He has further informed me that the engineering drawings will be available by 16 April and the City expects to let the project to bid in Mayor June. I believe completion
of the City's project in action number two above will successfully eliminate any flooding in the future. Sincerely yours, Donald H. Walden 
PUBLIC WORI{s DEPARTMENT (972) 450-2811 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀡􀂮􀀠PM' OlIice Box 9010 Addison, T.... 75001-9010 16BOl Westgtove April 16, 2001 To Whom It May Concern: The Town ofAddison
hereby states the intent to perform corrective improvements to an existing drainage problem that originates in Easement Park, which is generally located northeast of3903 Azure Lane.
Engineering plans and specifications are currently being prepared for the construction ofthese improvements and should be completed in April, 2001. The proposed project should be under
constructed in the summer of200I. It is anticipated that these drainage improvements will effectively reduce the adverse impact ofstorm water at 3903 Azure Lane, as well as oilier adjacent
lots. Sincerely, Michael Murphy, P.E. Director of Public Works 
Donald. H. Walden 3903 Azure Lane Addison, Texas 75001·3106 12 April, 200 I Mr. Mike Murphy, Public Works Director Town ofAddison P. O. Box 9010 Addison, Texas 75001-9010 Dear Mr. Murphy:
We are selling our house on Azure Lane and moving to 3817 Waterford Drive, so we will remain in Addison, which we think is the best place to live. However, I need your help with respect
to the drainage problem I have previously discussed with you and which I must disclose to potential buyers ofour current house. Please read the attached notice (draft) carefully to ensure
I have correctly stated the City's actions and future plans correctly. In addition, I would very much appreciate a letter from you to me or 'to whom it may concern' stating the City's
plans for correcting this problem and your confidence that the it will be successfully resolved. I am requesting this from you as a back up to give my notice more creditability. We have
already signed the contract for our new house and plan to put this house on the market in about a week, so I will appreciate your attention to my request as soon as possible. I thank
you for your attention and help: past, present and future with this matter. 
Donald. H. Walden 3903 Azure Lane Addison, Texas 75001-3106 12 April, 2001 To potential buyers ofthis house: We purchased this house in December 1998 at which time the previous owner
did not disclose that a minor flooding problem exists. After extremely heavy rains, runoff from the nearby city park passes through three or four neighbors' lawns into our back yard,
then through our side and front yards out to the street. The water rises to a depth ofabout three inches to the top ofthe foundation, however it has never penetrated into the house.
This condition exists for several hours after the rain stops. It has happened about three or four times in the two years, four months we have lived here. I have addressed this problem
by taking the following two corrective actions; 1. I have designed and had constructed a pavestone walkway and drain line in the side and front yards out to the front sidewalk to improve
the water flow and decrease the duration of flooding. (please see item no. in the attached list ofimprovements.) Both the walkway and drain line are designed to easily accommodate extension
to the backyard in the future ifdesired. Since conStruction, these improvements have not only decreased the duration of flooding in the side and backyards, but have eliminated it entirely
from the front yard. I will be happy to furnish copies ofmy drawings ofthis project and further discuss it with you upon request. 2. In July 2000, I wrote a letter to Mr. Mike Murphy,
Public Works Director, Town ofAddison, requesting corrective action since the problem is caused by runoff from the city park. I also included an engineering concept drawing of my proposal
to correct it. I have been in contact with him several times since, oIlI'Id, and he has advised me that the City has retained an engineering finn to study the situation and submit a
corrective drainage plan. He has further informed me that the engineering drawings will be available by 16 April and the City expects to let the project to bid in Mayor June. I believe
completion ofthe City's project in action number two above will successfully eliminate any flooding in the future. Sincerely yours, DonaldH. Walden 
i '1";........ I I ; i d STEVEN Z. CHUTCHlAN, P.E. Assistallt City Ellgineer (972) 450-2886 (!J72) 450-2837 FAX (214) 673·2518 Mobile schutehian@ci.addison.tx.us E·mail Town ofAddison
16801 Westgrave Dr. P.O. Box 90l0. Addison, Texas 75001·9010 4!/I;·(orr'1 We .I ffi!,P",-1;;ee P 11k rrr"lrlcl/e/.J ;fA?T7Ce F;;e /1.£ . tv-hC-foe ,-v. If IT 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALDV. CONWAY,P,E. lOHN W. BIRKHOFF,
P.E. JOE R. CARTER. P.E. GARY C. HENDRICKS, P.E. PAUL A-CARLINE, P.E. MAIT HICKEY, p.e. April 23, 2001 ROSS L JACOBS, P.E. {. C. FINKLEA, P.E. Mr. Steven Z. Chutchian, P .E. Assistant
City Engineer Town ofAddison Post Office Box 9010 Addison, Texas 75001·9010 Re: Easement Park Dear Mr. Chutchian: Our original scope of services for Easement Park was to complete a drainage
study to determine alternatives to minimize storm water runoff through the yard of the Walden Tract (3903 Azure Drive). 1bat study has been completed and the Town has requested that
we prepare construction plans and specifications for the alternate selected by the Town. 1bat alternate includes the collection ofstorm water run offin an underground system discharging
into an inlet along Azure Drive. Accordingly, we propose to furnish engineering services for the the preparation ofconstruction plans and specification along with services during the
bidding phase. Our services will include the following: I. Grading plan within the park. 2. Design ofabove below ground storm drainage collection system within the park. 3. Landscape
plans to restore areas of the park disrupted by construction. We propose to be compensated for our services on the hasis ofsalary cost times a multiplier of2.4 with expenses at invoice
cost time 1.10. Field survey crew will be at S120.00 per hour. We recommend a budget of$12,000.00 be established for this project. The breakdown includes $8,000.00 for preparation of
construction plans and specifications, $4,000.00 for the bidding phase. 
Mr. Steven Z. Chutchian, P.E. Town ofAddison 4/23/01 Page No. 2 If this proposal meets with your acceptance, please have one copy executed by the Town ofAddison. We will commence our
services upon receipt of the executed agreement. We are available at your convenience to discuss any questions you may have with the study or this proposal to implement an alternative
from the study. Sincerely, 􀁃􀀩􀁊􀁾􀁾􀀠John W. Birkhoff, P.E. APPROVED FOR THE TOWN OF ADDISON By: ,,qt;C 􀁾􀀠􀀮􀁾􀀠Date: '1 /-z-'2 ,/0I 
Jun. 13 2001 01:46PM P2FAX HD. 8173670510FROM : Northstar Construction Inc. * NORTHSTAR CONSTRUCTION, INC. *' -General Contractor· Larry E. Smith President BUSINESS CONTACT Acme Brick
Co. City ofFt. Worth, Texas City ofHUfst, Texas Deltatek Engineering City of White Settlement, TX City ofKeller, Texas Carter Burgess NAME Marlin Hugley Lewis Gregol}' Jerry Bradley
.Bahram Niknam Mark White Patty Moos Eric Seebok 817/367·3110 Fax 8171367·0510 mONlNUMBER (940) 682·42 J1 (817) 223·2283 (817) 788·7221 (214) 232·5040 (81.7) 246-497) (817)431·0064 (817)
735·7074 309 Birchwood Lane. Fort Worth, Texas 76108 
Jun. 13 2001 01:47PM P3FAX NO. 8173670510FROM : Northstar Construction Inc. 3.6 Construction Experience Name ofProject: Owner: Architect: Percent Complete: Scheduled Completion: Contract
Amount: #: Name ofl>roiect: Owner: Architect: Percent Complete: Scheduled Completion: Contraet Amount: Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: ofProject:
Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: Contact Name &, #: ofProject: Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: Contact
Name &, #: Pavillion at Hurst Community Park City ofHurst City ofHurst 100% Completed 1999 $38,091.00 Station City ofHurst City ofHurst 100% Completed 1999 $13,400.00 ACME BRICK CO.
ACME BRICK CO. 100% Completed 1999 $14,000.00 Precinct Elc'vatEid City of Hurst Deltatek Engineering 100".4> March,2000 $114,000.00 􀁒􀁾􀁨􀁲􀀮􀁭􀀠Niknam 214-232-5040 Maintenance .oU,.lU.lL'l;\
Addil:ion ACME BRICK CO. ACME BruCK CO. 100% May, 2000 $34,000.00 Marlin Hugley 940-940-682-4211 
Jun. 132001 01:47PM P4FAX NO. 8173070510FROM: Northstar Construction Inc. Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: Owner: Architect: Percent Complete:
Scheduled Completion: Contract Amount: &#: Name Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: #: Owner: Architect: Percent Complete: Scheduled Completion:
Contract Amount: 􀁾􀁾􀁎􀁡􀁭􀁥􀀠#: Name ofProject: Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: Contact Name & #: Park Improvements at Jenning, St.Louis
& May City ofFt Worth City ofPI. Worth 100"10 July, 2000 $36,630.00 Pork..,. ...,'''UILy Boat Ramp Parker County Precinct #3 Design Build 100"10 October. 2000 $70,900.00 Concrete Foundation
Commercial Metals Co. Commercial Metals I Myron Kolpack 100% September, 2000 $7,500,00 2000 Replacement City ofHorst City ofHurst 100"10 Start Date: October 2000 $66,310.00 Concrete
& Gutter City of White Settlement City of White Settlement 100% January 25, 200I 514,100.00 Mark White 817-246-4971 
Jun. 13 2001 01:48PM PSFAX NO. 8173670510FROM Northstar Construction Inc. -Owner: Architect: Percent Complete: Scheduled Completion: Contract Amount: ofProject: Owner: Architect: Percent
Complete: Scheduled Completion: COntr1lct Amount: Contact &" Owner: Architect: Petcent Complete: Scheduled Completion: Contract Amount: Contact Name &, #: City ofKeller Carter &, Burgess
95% June 20, 2001 $397,144.00 
ADVERTISEMENT FOR BIDS Bid # 01-30 The Town ofAddison is requesting bids for Easement Park Drainage Improvement, Bid No. 0130. Bids will be accepted until June 12,2001 at 2:00pm, in
the office ofthe Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas 75240 at which time they will be publicly opened and read aloud. Bids received after the designated time will
not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any funna1ities and to reject any or all bids and to select the bid deemed most advantageous
to the City. For information contact the Purchasing Division at 972-450-7091. Specification information can be obtained at www.demandstar.com . Ifyou are not a member ofDemandStar.com
and wish to obtain a :free copy ofthe bid specifications, you may pick one up at the Purchasing Division, 5350 Belt Line Road, Addison, Texas 75240. 
HP LaserJet 3200se TOALASERJET 3200 invent 9724502837 MAY-23-2001 11:09 Fax Call Report Job Date Time Type Identification Duration Pages Result 943 5/23/2001 11:09:04 Send 92143610204
0:41 1 OK ADVBRTI$BMENTFOltBIDS Bid NOJ.JO The TownofAddhcraiU'-eqlXSlillgbkbfur 􀁾P.rltD....dmproYSlcat.Bid No. 􀁏􀁬􀁾􀀠JD. BiUwm be 􀁾w:liUune 12.2001 􀀸􀀱􀀲􀁾inlhtoJMe ofthehrcha:sing
Coordinator, S35() 􀁂􀁣􀁬􀀺􀁬􀁬􀁾Rd.,AddiJoc. Teus15240 1M which _ t.beywili be pub&:ly opcntdandnitldsbu:.t Bids 􀀱􀀱􀀺􀁉􀀮􀁬􀁾􀀠aIU:r the daip!w time will 6)1 be oonUlmd and will be
n:turned WlOpCllCd, The Town?>fAtIdl9m reserves tbtIrigbt 10 Mive my 1i)rmaIItics and co rf!i¢d lUI)' or all bids and 10 􀁾tb: bid deemed most 􀁾􀁕􀀤ta the: City. Per iI:I.!lmuWon conlaCt
tb::= 􀁾􀀠DM:!IXm AI 972-45(1.1091. 􀁓􀁾􀁩􀁯􀁮IrlIbnnIItlon cantle obta!Dod8l.l'!'YW d!!:miJ!d!itWOOlU· Jfyo.,llft not al.nll:Ulbt;t' ofDe:mandStu.comaDd wishtoobtaitl a fi'oeMpyoftb::
bed specili:a1lcns, yt)U Il'iaY pick oue up a1 tIE PurcbrI$ng DiYbion. S3Sf) Bell LiI.le Rnfld. 􀁾Tcxu1S240. 
r'\1 tvuif'. -FoR y"v,-e (2evlf'w I 7l-iAII/B!(ftt! 􀁾􀁾􀀠BID NUMBER 0 {-􀁾0 SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF '. . EASEMENT PARK DRAINAGE IMPROVEMENTS
J j J ) J PREPARED BY SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS MAY: 2001 
SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF EASEMENT PARK DRAINAGE IMPROVEMENTS FOR TOWN OF ADDISON, TEXAS Prepared for: Town of Addison P. O. Box 9010 Addison,
Texas 75001 Prepared by: Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225 May,200l 
! 􀁾􀀠j Section AB Section m Section PF Section CA Section PrB Section PyB Section MB Section BP Section GP Section SF TABLE OF CONTENTS Advertisement for Bids Instructions to Bidders
Proposal Form Contract Agreement Performance Bond Payment Bond Maintenance Bond Contractor's Affidavit ofBills Paid General Provisions Standard Specifications for Public Works Construction,
North Central Texas (separate document not furnished) Special Provisions THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERlvtIT PURPOSES.
Date: 
SECTION AB ADVERTISEMENT FOR BIDS AB-l 
SECTION AB ADVERTISEMENT FOR BIDS I. Sealed bids addressed to the Town of Addison, Texas, for Easement Park Drainage Improvements, in the Town of Addison, Texas, hereinafter called "City"
in accordance with specifications and contract docJll:!le prepared by Shimek, Jacobs & Finklea, L.L.P. will be received at the office of Bry!!V Langle , Assistant Finance Director, Finance
Building, 5350 Belt Line Road, Addison, Texas until jl:p.m. 0 6-1';,.0 2001. Bids received by the appointed time will be opened and read aloud. Any 􀁢􀁾􀁲􀁥􀁣􀁥􀁩􀁶􀁥􀁤􀀠fter closin
time will be returned unopened. Unsigned bids '11 not be considered. 2. fthe envelope by writing the words EASEMENT PARK 3. Bids shall be accompanied by a cashie 's check c rtified check
upon a national or state bank in an amount not less than five percent (5%) of the tal ximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount
from a reliable surety company licensed by the State of Texas to act as a Surety and be listed on the current U.S. Treasury Listing of Approved Sureties, or a Binder of Insurance executed
by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond
within ten (10) days after notice of award ofcontract to him. . II'· fi J. . tW ic.ok 􀁾􀁱􀀮􀁌􀀬􀀠􀀨􀁴􀀼􀁦􀁃􀁾􀁾􀀧􀁉􀀧􀁦􀀵􀀠􀀨􀀽􀁉􀁍􀁾􀀠4. Plans, specifications and bidding documents
may be secured from lil'f'YMl 􀁉􀁳􀁡􀁆􀁬􀁧􀁬􀁥􀀻􀁾􀀠:"'esistan1' i'iHIII'Ule 􀁾􀁨􀁥􀁥􀁴􀁭􀀬􀀠Finance Building, 5350 Belt Line Road, Addison, Texas. There will be no fee or deposit for
documents. 5. The right is reserved by the Mayor and the City Council as the interests of the City may require to reject any or all bids and to waive any informality in bids received.
6. The Bidder (proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required
by the Owner; each Bond shaH be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety and be
listed on the current U.S. Treasury Listing ofApproved Sureties. ,,' \ i 8. For information on bidding or to secure bid documents, contact 􀁊􀁉􀁾􀀻􀂷􀀻􀁉􀀺􀂷􀁴􀁾􀁧􀁬􀁥􀁹􀀧􀁾􀁴􀀠(972)
􀀴􀀵􀀰􀁾􀁩{ For information on the work to be performed, call Steve Chutchian, P.E., Assistant City Engineer, Town of Addison (972) 450-2871 Or John Birkhoff, Shimek, Jacobs & Finklea,
L.L.P. (214) 361-7900. . 9. The project consists of furnishing and installing perimeter fencing in accordance with the specifications. 10. Estimated quantities for major items include
the following: Description Ouantity 18" HDPE Storm Sewer ........................................ , .... 268 L.F. 4' x 4' Drop Inlet .................."""......... " ...." .... " .."",,...
,, 1 Ea. Concrete Jogging Path Replacement ... " ..... ,."'" ...... ,,. 115 S.Y, II. No Pre-Bid Conference will be held. To\VN OF ADDISON, TEXAS AB-2 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V. CONWAY, P.E. JOHN W. BIRKHOFF.
P,E. JOE R CARlER., P.E. GARY C. HENDRICKS, P.E. PAUL A. CARLINE, P.E. MATI IDCKEYI P.E. May 3, 2001 ROSS L. JACOBS, P.E. I. C. FINKLEA, P.E. Mr. Steven Z. Chutchian, P.E. Assistant
City Engineer P. O. Box 9010 Addison, Texas 75001-9010 Re: Easement Park Drainage hnprovements Dear Mr. Chutchian: We are enclosing three sets ofpreliminary plans and specifications
for the Easement Park Drainage hnprovements project, for your review and comment. Our opinion ofprobable construction cost for this project is $40,000.00. We have reviewed the cost for
the under-drain system for the remaining area in the Park and our preliminary opinion of cost for that work is approximately $70,000.00. We are available at your convenience to discuss
any questions you may have with the enclosed set of preliminary plans and specifications. 􀁑􀁾􀁾􀀦􀀤􀀠John W. Birkhoff, P.E. Enclosure 
Item #R3-Presentation of Proclamation for National Night Out Against Crime, August 7, 2001. Item#R4 -Presentation of the schematic design for the Addison Athletic Club Expansion and
Outdoor Leisure Pool and approval to proceed with the project. . Item #R5-Presentation and approval of the schematic design and budget for the Water Tower/Addison Conference and Theatre
Centre pedestrian entry way project. ltem#R6 -Consideration of an Ordinance approving a meritorious exception to Chapter 62, Signs, Section 62-163(5), Maximum Letter/Logo Height, located
at 14775 Midway Road on application from Abbotsford Court. Item #R7-Consideration of a Resolution authorizing the City Manager to enter into a contract awarding ambulance billing collection
services to Texas Medical Data Systems. Item#R8-Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $67,968.00 with Northstar oJZotlt
1) Construction, Inc. for the construction of the Easement Park It PI &J ulof Drainage Improvements. Item #R10?f?-dvC-j)A; {').-6/'; ( Consideration of a Resolution authorizing the City
Manager to enter into negotiations with Metro Brick, Inc. for the purchase of a 11,363 sq. ft. site located at Lot 3, Block 1, Addison Car Care. Consideration of a Resolution authorizing
the City Manager to enter into a contract in the amount of $21,310.00 with AMB Property, II, L.P. for the purchase of 4,262 sq. ft. of permanent right-of-way and 2,558 sq. ft. of temporary
driveway easement located at Lot 1 Block 1, Belt Line-Marsh Business Park. City Council Agenda 06-26-01 
draft TOWN OFADDISON CONSTRUCTION NOTICE Easement Park Lighting and Drainage Improvements Dear Resident: Beginning July 16, 2001 the Town ofAddison will begin construction on new lighting
and drainage Improvements in the Easement Park The upgrades will occur in the L-shaped park underneath the TXU transmission power lines, which extends from behind the Athletic Club to
the circular turnaround northwest of the Courtyard By Marriott hotel The drainage work will take place next to the playground at the trail bend, and will extend to a drop inlet on Azure
Lane. The work will be confined to the park. The concrete trail will be temporarily closed,' however, the trail section north of the playground will remain open. The lighting improvements
will involve removing the existing concrete bollard 􀁴􀁲􀁡􀁩􀁬􀁬􀁩􀁧􀁨􀁴􀁾􀀠as well as, the grade mounted path lights to make way for 8-foot high pole lights that will match the lights
that are currently on the trail system throughout the Les Lacs Linear Park Ifyou have any questions regarding this project, please contact Slade Strickland, Director ofParks and Recreation,
or Ron Lee Parks Operations Manager at g72-450-2851. 
fltjllt Park nrl>inl>"''' us Bid Tabs I Item # UNIT BID PRICES 􀁾􀁏􀁔􀁁􀁌􀀠ITEM BID' 􀁾􀁡􀁾􀁮􀀠I 􀁾􀁾􀁾􀁾􀀠Site 􀁾􀁟􀁾..􀁏􀁉􀀻􀀾􀁾􀀢􀀧􀁑􀀢􀀢􀀧􀀧􀀧􀀠, 1..,""',1 'i' ' .... ,VVU.V'"' ",,!,
I Bowman n 􀁾􀀱􀀰􀀬􀁏􀁏􀁏􀀮􀁏􀁏􀀠17.000.00 II and Oisoosal 120 S.. $16.00 I $1 Fumish and Install Select Fill 12 r> v.1 C"")rH' nn I C"", 'Thick Concrete Sidewalk 120 ...' . . .............
"'... 􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀠.......""' ........ _ T • ,and ResetlReolace Existing l'xl' Grate Inlet 1 Ea. $200.00 $500.00 $200.00 $500.00 ,e and Keplace Exisllng Landscape 1 L.S. $20,000.00
$4,000.00 􀁾􀀲􀀰􀀮􀀰􀀰􀀰􀀮􀀰􀀰􀀠$4,000.00 , I Furnish and In.loIl4'x4' Grate Inlet 1 Ea. $2,000.00 $3,200.00 52,000.00 $3,200.00 o I Furni.h and Inslall18 in HOPE t>tonn Sewer Pipe W/_mbedmen!
by Open Cut 289 L.F. 560.00 $60.00 $17,340.00 $17,340.00 I 12 13 14 "'i5 "'i5 Connection to Existin 14·fool Stonm "ewe,m et 1 Ea. 􀀤􀀵􀀰􀀰􀁾􀀰􀀰􀀠51,200.00 $500.00 51,200.00 I el_ted
ADD #1 SO.OO SO.OO Trench Safety Design 1 L.S. S700.00 5500.00 $700.00 􀁾􀀵􀁯􀁯􀀮􀀰􀀰􀀠Tr_nch Safety Implementation 368 L.F. S2.00 51.00 573 .00 $368.00 Furn sn ana Instal 3' x 3' Grale
Inlet 1 􀁅􀁡􀁾􀀠51.800.00 􀁾􀀲􀀮􀀵􀀰􀀰􀁾􀁏􀁏􀀠􀁾􀀱􀀬􀀸􀀰􀀰􀀮􀀰􀀰􀀠52,500.1 FUrnish arid I"stall 15 in HOPE Stonn Sewer Pipe w/Embedment by Ooen cut 79 LF. $55.00 $60.00 54.345.00 $4,740.1
ForMatena lestlng 1 LS. Sl.000.00 51.500.00 Sl.000.00 $1,500.00 Water Main Lowering 1 􀁾􀀠􀀤􀀴􀀮􀀰􀀰􀀰􀁾􀁏􀁏􀀠6000 $4,000.00 $6,000.00 D'd Totals $73.421.00 $67,968.00 
__________________________ _ -<I> Engineering , P.O. Box 9010 '01·9010 i{)'2871 • fox: (972]450-2837 DATE JOB NO. ATTliiNTJON RE: iNDINO YOU 􀁾􀁨􀁥􀁤􀀠o Under separate cover via ______the
following items: lings o Prints o Plans 0 Samples 0 Specifications 0 _________________________ter o Change order rE NO. DESCRIPTION IANSMITTED as checked below: al 0 Approved as submitted
o Resubmit ____copies for approval Ie Approved as noted o Submit copies for distribution ed o Retumed for corrections o Return corrected prints and comment 0 __________ 19,__ o PRINTS
RETURNED AFTER LOAN TO US SIONED: 􀀧􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀪􀀻􀀺􀁾􀁾􀁾􀁾􀁩􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭If enclosures are not as noted, please .. 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave., #220 Dallas, Texas 75231 Fax (214) 361·0204 Phone (214) 361-7900 JOHN W. BIRKHOFF. P.E. RONALD V, CONWAY,
P.E. GARV C. HENDRICKS.P.E. JOE R. CARTER. P.E. PAUL A, CARLJNE, P.E. MATI IllCKEY. P.E. June 14,2001 ROSS l.. JACOBS. P.E. l. C. FlNKLEA, P.E. Mr. James C. Pierce, Jr., P.E., DEE City Engineer Town ofAddison
Post' Office BoJ( 90 IO Addison, Texas 75001-9010 Re: Amendment to Contracts fOJ Engineering Services Dear Mr. Pierce: The Town ofAddison entered into an agreement with Shimek, Jacobs
& Finklea, L.L.P., to provide engineering services for the following projects: • Marsh Lane Water Line • Special Events District • Broadway Paving & Drainage • Townhall Waterfall • 1NRCC
Waiver • Addison RoadlBent Tree Plaza Pkwy. • Easement Park • Addison Road Paving & Drainage • Surveyor Ground Storage Reservoir Shimek, Jacobs & Finklea, L.L.P. changed its name to
Birkhoff, Hendricks & Conway, L.L.P. on May 28,2001, and changed its address to 7502 Greenville Ave., Suite 220, DaUas, Texas 75231. We hereby request that the existing contracts for
Engineering Services for the above referenced projects be transferred to Birkhoff, Hendricks & Conway, L.L.P. Ifthis request is agreeable to the Town of Addison, please have one copy
of this Letter Amendment executed for the Town ofAddison and returned to this office. . . Sincerely yours, 􀁃􀀩􀁣􀀹􀂣􀀱􀁶􀁾􀀣􀀠John W. Birkhoff, P.E. 􀁾􀁌􀀭__􀁾􀁾􀁾􀁾􀁾________________Dat·
6 -/9-<9/
Donald. H. Walden 3903 Azure Lane Addison, Texas 75001-3106 26 August, 2000 Mr. Mike Murphy, Public Works Director Mr. Slade Strictland, Parks and Recreation Director Town ofAddison
P. O. Box 9010 Addison, Texas 75001-9010 Gentlemen: Thank you for taking the time to discuss and review with me on location the drainage problem on my property as the result ofnm off
from the city's park walkway at and just north of Azure Lane. In addition, I thank you for allowing me to review in your office the two sets ofplans for the park. My review indicates
that one ofthose projects lacks a drainage plan (although it does have a grading plan) and the drainage plan for the other is not adequate. Both ofthese omissions or errors contribute
to the flUloff problem on adjacent properties as well as cause urmecessary and undesirably wide ponding on Azure, Carmot and Proton Streets for several hundred yards during and several
hours after heavy rains. I am enclosing herewith a concept drawing of drainage improvements, which I propose and which I believe will solve these two problems. These improvements consist
of construction of3 drop inlets and approximately 420 linear feet ofreinforced concrete pipe, which ties into an existing curb inlet at Azure Street. I believe Inlet A should be 3 feet
square (inside dimensions) and Inlets B and C should be 4 feet by 8 feet with grate tops suitable for Walkways. The depth should be about 24 inches for Inlet A and 30 inches for the
other two. This will result in very flat grades for the sewer line, but its elevation is set by the flow line elevation ofthe existing curb inlet. Further details need to be worked out
including grades, detail drawings and quantity estimates among other items. I recommend an engineering study to determine further details and development ofa set ofplans for this concept
or an alternative, ifthe study finds a better solution. I request you to make every effort to begin this project as soon as possible and include it in the City's upcoming budget. Please
contact me ifyou ifyou have further questions. I am willing to help anyway I can, and I appreciate your consideration ofand response to this request. 
PROPOSED DRAINAGE IMPROVEMENTS FOR PEDESTRIAN PARKWAY @AZURE LANE ,""pp --=====:: 􀁉􀀯􀀿􀀯􀁾􀁉AI Lot:a It: J:7Jf a: , 4-Inlet 8 . ------= 􀁾􀁾􀀭􀀭􀀭􀀭-----=---------""7i 􀁬􀀨􀁊􀁷􀁾􀀮􀁳􀀱􀀠1'(J'dl
"I' 􀁾􀀠􀁥􀁾􀁩􀀤􀁉􀀡􀀯􀀿􀀱􀀠qradt9. Jo , '" ' I 􀁾􀀠I "i I 
ADVERTISEl\.1ENT FOR BIDS Bid # 01-30 The Town ofAddison is requesting bids for Easement Park Drainage Improvement, Bid No. 0130. Bids will be accepted until June 12,2001 at 2:00pm,
in the office ofthe Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas 75240 at which time they will be publicly opened and read aloud. Bids received after the designated time
will not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any formalities and to reject any or all bids and to select the bid deemed most advantageous
to the City. For information contact the Purchasing Division at 972-450-7091. Specification information can be obtained at "\\IWW.demandstar.com . Ifyou are not a member ofDemand Star.
com and wish to obtain a free copy ofthe bid specifications, you may pick one up at the Purchasing Division, 5350 Belt Line Road, Addison, Texas 75240. 
PAGE 61BARBARA LOWE65/63/2001 13:29 214-3(,1-6264 TRANSMITTAL OF ADDENDUM INSTlWCTIONS: Acknowledge receipt of Addenda in Proposal, on outer envelope of bid AND WITH THE FORM Bl1:LOW
FAXED TO (972) 450·7096 upon receipt. Addendum Acknowledgment FAX to (972) 450-7096 I Acknowledge the receipt ofAddendum No. 1 -""-City of TOWN OF ADDISON, TEXAS Project Name: EASEMENT
PARK DRAINAGE IMPROVEMENTS By Facsimile Transmission on this dale: Contractor's Signature Company Name E-Mail Address: "PLEASE SIGN & FAX THIS PAGE BACK TO TOWN OF ADDISON" (as verification
that you received this Fax) (972) 450-7096 Total Number ofFax Pages: 6 
PAGE 02BARBARA LOWE214-3Gl-02040&/03/2001 13:29 TOWN OF ADDISON, TEXAS EASEMENT PARK DRAINAGE IMPROVEMENTS Bid Number 01-30 ADDENDUM NO.1 JUlie 5, 200] Plans and specifications for the
Easement Park Drainage Improvements project. for the Town of Addison, Texas, on whioh bids are to be received until 2:00 p.lI!. OD Tuesday, JlUle 12,2001, are hereby modified as follows:
1. Refer to the PROPOSAL AND BID SCHEDULE. Delete Pages PF·3 through PF-G in its entirety and substitute the attached pages PF-3A through PF·6A. A. Item No. lOis deleted in its enlirety.
Erosion Control shan be subsidiary to installation of the pwposed storm sewer. B. Item No. 16 -Waler Main Lowering. is added. 2.. Refer to the CONSTRUCTION PLANS, Sheet 3. A. Delete
Note 1/6 and replace with, "All plant removal and repl.cement shall be at the at the direction of the Engineer." B. All references to "red-tip phitunias" shall be revised to read ''red-tip
pnotenias." C. Add the note "NO PAY ITEM" to "BOLLARD LIGHT (TO BE REMOVED AND REPLACED). D. D. All plant removal and replacement of plant material shall be at the direction of the Engineer.
E. Grass sod shall be subsidiary to the removal and replacement of Landscape(Bid Item 6). 3. Refer to the CONSTRUCTION PLANS, Sheet $. Berm construction shall be subsidiary to the furnishing
and 􀁩􀁮􀁳􀁴􀁡􀁊􀁬􀁾􀁴􀁩􀁯􀁮􀀠of select fill (Bid Item 3). 4.· Bidders shan a¢lmowledge receipt of Addendum No. 1 in tbe space provided in the Proposal, 􀁾􀀠outer envelope of their bid,
and by faxing batk the "Transmittal of Addendum Acknowledgment Sheet" to the Town of Addlsoll. Texas at (971) 450.7096. BIRKHOFF, HENDRICKS & CONWAY, L.L.l'. CONSULTING ENGINl:ERS DALLAS,
TEXAS 
PAGE 03BARBARA LOWE214-361-020406/03/2001 13:29 NOTES; 1. All items, labor, materials, equipment, facilities, incidentals and work required for construCtion of the project are to be
provided and installed by the Contractor as part of the project and payment for the cost of such shall be included in the price bid for the construction ofthe project. 2. Prices must
be shown in words and figures for each item listed in the Proposal. discrepancy, the words shall control. In the event of 3, Materials, which are "tax eKempt", are those items which
are physically incorporated into the facililies construeted for the OWNER, a$ set forth in the Special Provisions, Materials include, 'but are not limited to purchased items such as
concrete, and fo,dbase, etc, Services, which are ''not tax exempt", are those items which are used by the Contractor but are not physically incorporated into (he OWNER's facility andlor
items which are consumed by construction, as set forth tn the Special Provisions, Services include, but are are not limited to, items such as supplies, tools, skill and labor, the purchase,
rental or lease of equipment, etc. Name of Person Sig)l!ng Bid Signatw:e of Person Signing Bid Address Telephone No. Fax \'10, T,I.N, (Tax Identification or Employer's Number) PF-6A
A.und.", No.1 
PAGE 04BARBARA LOWE214-361-02949&/03/2961 13:29 TOWN OF ADDISON, TEXAS Easement Park DraInage Improvements • Phase I BID SCHEDULE Item Estimated No. Quantity I I 2 120 , 3 12 4 120 5
I Unit L.S. S.Y. C.Y. S.Y. Ea. Description and Price in Words I'or Site Preparation complete in place, the sum of Dollars and Cents per Lump Sum Remove and Dispose of EXisting Concrete
Sidewalk complete in place, the sum of i Dollars and Cents per Square Yard Furnish and Install Select Fill ,complete in place, the sum of Dollars and Cents per Cubic Yard Construct 6"
Thick Concrete Sidewalk I complete in place. the sum of Dollars and Cents per Sguare Yard Remove and ResetlReplace Existing I' x )' Grate Inlet complete in place, the sum of Dollars
and Cents per Each Pdoe in Extended Figures Amount PF.3A Addutdum No. J 
PAGE asBARBARA LOWE214-361-020406/03/2001 13:29 Ilem Estim.iedT Price in 􀁅􀁾􀁥􀁮􀁤􀁥􀁤􀁬􀀠No. Quantity Unit Description and Price in Words Figures Amount . 6 ! L.S, Remove and Replace
Existing Landscape complete in place, the sum of Dollars and Cents Der LUlllo-Sum 7 1 Ea. Furnish and Insta114'x 4' Grate Inlet complete in plaoe, the Sllm of Dollars and . .. Cents
per Eaoh Furnish and Install 18·1nch HDPE Stann Sewer 8 289 L.F. Pipe with Embedment by Open Cut complete in plaoe, the sum of Dollars and Cents per Linear Foot Connection to Existing
14·Foot Stonn Sewer 9 I Ea. Inlet complete in place, the sum of I Dollars i and Centsoer Eaoh-Deleted 10 Add #1 Erosion Control Design and Implementation complete in place, the sum of
Dollats and Cents per 11 I L.S. Trench Safety DeSign complete in place, the sum of Dollars and Cents per Lump Sum PF-4A Addendum No, ! 
PAGE 06214-361-0204 BARBARA LOWE Item Estimated Prioe in Extended No. Quantity Unit Descrijltion and Price in Words Figures Amount 12 368 1.F. Trench Safety imp lementation complete
in place, the sum of 􀁄􀁾􀀠and Cents per Linear Foot _._. 13 I Ea. Furnish and Install 3' l\ 3' Grate Inlet complete in place, the sum of Dollars and Cents per· Each Furnish and Install
IS-Inch HDPE Storm Sewer 14 79 L.F. Pipe with Embedment by Open Cut complete in place, the sum of Dollars and i Cents per Linear Foot 15 1 1.S. For Material Testing complete in place,
the sum of i Dollars I and Lump Sum I Cents per 16 1 1.5. For Water Main Lowering complete in place, the sum of , Dollars and 􀁃􀁥􀁮􀁴􀁳􀁾􀁲􀀠LUmp5um TOTAL AMOUNT BID (Items 1 Through
16) I'F-SA Addelldu", No. J 
Steve Chutchian From: luke Jalbert Sent: Tuesday, June 05, 2001 8:24 AM To: 'Jbirkhoff@bhcllp.com' Cc: Jim Pierce; Steve Chutchian Subject: Addendum for Easement Park plans Mr. Birkhoff
While reviewing the plans you recently submitted fur the easement park drainage improvements, Steve Chutchian and I found several changes that need to be made to the plans and specifications.
These changes will need to be submitted as an addendum 10 myselfand Minok Suh by the end ofthe day so that the original bid date will not be affected .. Corrections that need to be made
are: 1. On sheet #3, reword nOle #6 to clarify, and correct spelling errors 2. On sheet #3, correct spelling of"pholenias" in note. 3. On sheet #3, on the note "bollard light to be removed
and replace" add "no pay item" 4. On sheet #3, to all notes that say "remove exist. And replace with new plant material" add "as directed by engineer" 5. on sheet #3, indicate grass
sod is subsidiary to pay item #6. 6. a pay item needs to be added fur the water main lowering. Please make this a lump sum item. 7. Please indicate how herms A·A and B·B are to he paid
fur. Will they be subsidiary 10 another pay item for bauling fill, or does a pay item need to he added? 8. Change items 10 and 11 to be no pay items. Thank you Luke Jalbert Project Manager
Town ofAddison 972·450·2860 1 
Easement Park Drainage Improvements Project Schedule Submittals utility Locales Surveyingll..ayou Cap lITigation Erosion Control RemoIIe & S!<lre Bollard Ught Rem""" & Store Fence R..".,..,
& S!<lre Inlet Rem""" Bushes R..".,.., Sidewall< l<lwerWaterUne Connect To Existing Inlet , " -·'-i , " i I . t: . , ,, ,InstaJll8" S10nn Drain iInslatl4' x4' Grate Inlet InslaJl15"
Slonn Drain Inslatl3' x 3' Grate Inlet Work Install Benns Instan Sidewalk BackfilllFlne Grade Install l' xl' Inlet Instan Fence Install BOII.1Il light InslaJI Bushes Install Irrigation
Clean-up InstaJI Sod Northstar Conslruction, Inc. Version; Preliminary Date : July 11, 2001 
5350 Belt Line Rood (972) 450·7091 Facsimile (972) 􀀴􀀵􀀰􀁾􀀷􀀰􀀹􀀶􀀠P.O. Box 90tO Addison» Texas 15001 FINANCE DEPARTMENTIPURCHASING DIVISION June 26, 200 I Northstar Construction,
Inc Michael Heimlich :,'309 Birchwood Ft Worth, TX 76103 NOTICE OF AWARD: Easement Park Drainage Improvements Dear Mr. Heimlich: Receipt of this document authorizes your company to provide
all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 01-30. Enclosed please find four completed copies
ofthe contract to be signed by an authorized officer or principal ofyour firm. Please send the signed contracts along with the necessary insurance certificates, Performance Bond, Labor
& Material Payment Bond and Maintenance Bonds as soon as possible, but no later than July 11,200 I. Once we receive these items these items a Notice to Proceed will be issued. Ifyou
have any questions or ifI can be ofassistance to you, please contact me at 972-450-7091. Sincerely, 􀀼􀁾􀁬􀁾􀀠MinokSuh Purchasing Coordinator Enclosures Copy: Steve Chutchian 
FROM : Northstar Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:45AM Pi Northstar Construction, Inc. Office: 817-367-3110 309 Birchwood Lane Fax: 817·367..()510 Ft. Worth, Texas
76108 I To: Luke Jalbert F ... "" Mike Heimlich /5Fax: (972) 450-2837 "-": # ( indo ccveri PfIonuI (972) 45()-2860 Data: 07118101 Rec Easement Park Drainage cc: Sl.lbmlUals • COftlltMftb.
Luke, Originals in the mail today, '. 
􀀢􀁾􀀠. ':., ;;', : .. ';".::-'),,:., \ }:. 􀁾...::' 􀁾􀀾􀁲􀀻􀂷􀀺.,.'iF :,' " " Interrupt@d TransmiSSion » ," -, 
FR01 : Nortf>star Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:46AM PI Northstar Construction. Inc. Office: 􀀸􀀱􀀷􀀭􀀳􀀶􀀷􀁾􀀳􀀱􀀱􀀰􀀠309 Birchwood Lane Fax: 817-367-0510 Ft.
Worth, Texas 76106 'nil Luke Jalbert Fro.... Mike Heimlich IS ....,.: I (incl. cover) PIIoIIeI (972) 450-2860 l)atec 07/1atOl Easement ParK DraInage cc: Submillals C1UI'fIIII'III ,/ForRevl","
C1PleaseCommllill'lt C1P........ RepIy CI Plea .... llecyd.. Originals In the mail today. -. 
WM Northstar Construction Inc:. FRX NO. : 8173670510 Jul. 18 2001 10:47RM P2 * NORTHSTAR CONSTRUCTION, INC. * 􀁇􀁅􀁎􀁅􀁒􀁁􀁌􀁃􀁏􀁎􀁾􀁁􀁃􀁔􀁏􀁒􀀠309 BIRCHWOOD 􀁉􀀮􀀮􀀮􀀮􀁦􀁴􀁎􀁾􀀠OFF'IC£":(St7):J67-31
10 1'7, 􀁷􀁾􀀮T.O"A$ 751(IS FAlt: ($"1 7) 􀀮􀀧􀁊􀀨􀁊􀀷􀁾􀀯􀁓􀁦􀁏􀀠LETTER OF TRANSMITTAL To ; Town Of Addison Date; July 17, 2001 Public Works. Dapartment Attn: Mr. luke Jalbert 16e01
Wastgrove Project Manager Addison, Texas 75001 Re; Easement Park Drainage Impr. Bid No. 01-30 -WE ARE SENDING YOU: -1L-Attached __Under Sepa..-e Cover via the Following _______ X Submittals
Prints X Shop Drawings --Sl)fX:ifications __other _Samples COPIES DATE DESORIPTION 3 3 3 ::I i 7/16101 7/16/01 7116101 7117/01 Trench Safety Design Concrete Mix Designs Pre-Cast Grate
Inlet Shop Drawings ADS PolyethylEllle Tubing Data Sheets THESE ARE TRANSMITTED 􀀨􀁡􀁾􀀠cheeked below) : -ForReview & 􀁃􀁯􀁭􀁭􀁥􀁮􀁴􀁾_______________________ X For Approval __Approved
As Submitted _ Resubmit_Copies For Approval -For Your Use ___Approved As Noted Submit_CopieS For Distribution X As Requeated -:-:-_Retumed For Corrections _ RetlJtn_Con"eeted Prints
COMMENTS: BY; 'JIItL.l a 􀀱􀀴􀁾COPYTO: Michael A. Heimlich Vice President " 
FROM : Northstar Construction lnc. FAX NO. : 8173570510 Jul. 18 2001 10:47AM P3 TRENCH SAFETY DESIGN FOR USE AT EASEMENT PARK DRAINAGE IMPROVEMENTS TOWN OF ADDISON PREPARED FOR NORTHSTAR
CONSTRUCTION, INC. JULY 16,2001 Michael A. Heimlich, P.E. Taxae Registration #71319 ". 
FROM NorthStar ConStruction Inc. FAX NO. 61736705113 Jul. 18 2001 10:47AM P4 TRENCH SAFETY DESIGN NORTHSTAR CONSTRUCTION, INC. Introduction This Trench safety Design is for use during
construction of storm drainage improvements to Easement Park in the Town Of Addison. The primary method of providing trench safety for this project will be the Sidewall LaybaCk Method.
Trench shields may also be used if the !Ieee! arises. This design applies to trenches exceeding 5 feet -In depth. Ilr to trenches less than 5 feet in deptl1 where the possibility for
cave-In exists. Soil Characteristics This soil will likely be classified Type B based on field observation. However, Ihe presence of seeping water from Ihe Irrigation sySlarn could resuilin
a Type C claSSification. Trench Safety D!!!Ign A "Occupational Safety and Health Standard$ Illf Construction" (29 CFR 1926 Standards) are incorporated by reference. B. Sidewall Layback
Method -Generally, laybacks will be in aCClln;lance wilh Appendix B 10 Subpart P. of 29 CF!'!. Part 1926, C. Trench Shield Method -Trench shields will be installed per 1926.652(9) "Shield
System$" of 29 CFR, Part 1926. If this method is deemed necessary, trench shield certification data will be $ubmitted by local equipment company providing shields. General A Ladders
shall ba Installed in all trenches 4 feet or more In depth. A ladder will be within 20 feet of all personnel and will extend 4 feet above natural ground. B. Two feel minimum adjacent
to the dllch will be Kept clear of excavated material. Site Specific The maximum trench depth anticipated for this project is 6 feet and the totallangth of trench exc:avetio!l is approximately
370 feet. The planned methlld of providing trench safety is to bench the sidewalls as shown Iln the attached sketch. However, if obstructions such as other utilities trees. or landscaping
features prohibit adequate space for benching, trench shields will be utilized.'. 
OM : Northstar Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:48AM P5 • C; z 􀁾􀁉􀀠,/9' " 􀁾􀀠CI..... A.-., " " " . , . ' ..'" '" ,""" ....􀀧􀀬􀀭􀀢􀀧􀁖􀀺􀁉􀀬􀀻􀁾􀀠"" "Ib.. 4',
I.S I " '-y,." S s...\ " /" Tl.... es..\" .I'" H . , . " ' , 3.5' .....-. 􀁜􀁾􀀠.......... 􀁾􀁊􀁍􀁐􀁌􀁅􀀠BENC-H Me:Tt-40'D 􀀨􀁶􀀮􀁴􀁾􀀠􀀢􀁾􀀵􀀧􀁏􀀢􀀩􀀠'. 
FROM ; Northstar ConStruction Inc FAX NO. : 8173670510 Jul. 18 2001 10:4BAM PG..., ...1,1 ....... , 􀁁􀁥􀁮􀁾􀀠By: Heal !.!lK 􀁾􀁏􀁉􀁬􀁃􀀢􀁩􀁪􀁬􀀢􀀬􀀠• j lj i July 16,1001CLiENTI !'fOR1H
STAR CONSTRlIcnON PROJECT. EAS£MENT PARK DRAINAGE IMPROVEMENTS I ADDISON I MIX SPJ.CmCATlO'NS: MIX DESIGN NO. 110 I Al'PLtCATIOW: NCTCOG CIA!!! A IItEQUIIIBD S'fUNGm 300IH'SJ PLA.ClMlNTSLtJMF
3 1N(;)f+1-1 jWICRA'fIO . O.SOLBILB AlRCOI'ITENT ,H/-I\(o% MAXIMWC nMPE.RAT1lU t90 llEGJU£IIS F MATERIAlS AIm STANDARDS WEIGHTS(Ss.Dl VOLUME 1 2.39(;tMENT ASTM CIlIIl 'I'VPE JIll IIJlLYA!lB
ASm C6tll CLASS (; 0.00 iCOARSEAOO. A!lTM C3l SIZE NO. 57 COARS£AGG. ASTM CD SIZI NO. LlGRTWUCI1T ASTM C:UO I InNlAOG ASTM £33 !I'IM1t AGG. ASTM CJ3 I AJ)MIXTlJlUl ASTM 01'4 TYPE Aor
II A'DMDmJIUl ASTM CAN TYPE F AlIMtXTllU ASTMCUU IWATED, IZZ '21.00 I ASTM QI4 STANDARDSPICD!1CATI()NS lIOJt RU.DY·MIXI.D CONCRETE STATES AS fOLLOWS; "WIIEI'C DE CONCUTE S'l'UNGTB IS
llSUAS A JASIS FOltACCIPTAJliCE, rm: MAMIJI'ACIIJlitE8. SHALL Bil EN1T1U:O TOCOPWI Ol'n;ST ll.oIITS... TJIII: INDIVIDUAL 'MIO SAMPLES AND 'l'ESTS CO.NCRI'I'I MtlSTBE CDTD1ItD .lCI U:VJ:L
L 􀁾􀀠ADDITIONAL WATER AUDID IN uelSsOJl' sn.cD'IEDSLUMP IS ATalSTOMIIRS UK! I I J REDI-MIl(, L.P.'. QEillEI!AL OfFICEl1+16 1o\ooMhu, Dillie, &lito 138.Corrollton, T.... 7S()()7 I'HONE,
(912) lW2-&SI!O IF>\Xi (Q7Il) Gl!H788 􀁾􀀠 i 
••• lM : NorthStar Construction Inc. FAX NO. : •.;1;,;9;.,;;;200;;:1;.,;1,:0,;.:􀀴􀀺􀀹􀁁􀀺􀀮􀁍􀀻􀀮􀀮􀀮􀀻􀁐􀁾􀀷􀀻􀀮􀀮__􀀹􀀱􀀷􀀳􀀶􀀷􀁦􀁦􀁩􀀱􀁾􀀰􀀺􀀮􀀮􀀮􀀮􀁾􀁾􀁾􀁾􀀮􀁊􀁍􀀬􀀻􀀡􀁾􀁉􀀻􀀬􀀮􀁕􀁶􀀧􀁬􀁾􀀠Dr:
HI)Ol J.Jl)( Conor"ete:; 55985; Jul·jS.01 1<):45,' • Page 315 l IlmI"I(IXf lRC. 1415 􀁾W\'I:, BUnK 1!IG Ir:AMDLL_, lI'X 1$007 ($072. 24:1-4$50 I􀁲􀁾􀁄􀁾􀀮􀁴􀀮􀁩􀁨􀁵􀁴􀀱􀁯􀁮􀀠􀁁􀁮􀁾􀁲􀀮􀁩􀀮􀀠28
».y e__.d..,. St:n=9th 1I:I.Jt! 110 lI" ..! SOOO psi 07/16/01 -IIIll< .D28aUnzO!i 􀁾􀀱􀀰􀀠-...... _-...... sooo 􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁟􀀠7/16/00 I> ilAdJ:-DA/lIU. -IIt!!l!COGI CJ.Us
A 􀀱􀁉􀁬􀁜􀁬􀁬􀁉􀀱􀀧􀁴􀀭􀁾􀀠loI:..v;;'n!il" ,Jl.V!lI 3 A:I." c.... 7 dar U dar 28daJrD tlsle Ill..... COAt CeIIp, 􀁾􀀠C4IIplD ill CWtg I' 􀁾􀁩􀀠",,1 pod 137'38 '.50 -63 3370 iliac!I.'
--I 1S7.", 5.00 •• 11 j60 35&0 .no 1$14'" 1.00 oro .740 4gllS 􀁾􀁃􀀸􀀠I lotll'J I.eo 1,1 17 SUO ..::1.11 109566 6.00 4,1 ,..,. ... !tel) .ua 4o'ilK un 1015" 5.00 8.l! InGO 494.0 &850
lOt768 5.PO 5.9 Ii8 1!1I50 101771 •.15 􀀡􀁉􀀮􀁾􀀠:'430 􀁾􀀧􀀢􀀠'U& 'fa8 I' .." :'0&71$ 5.2& '.9 lit 32ac U20 tU6 101822 1i.50􀁾_____________ w ••_______• ____________________t720 􀁾􀁟􀀮______••••􀁟􀁾
__________ .,;1. ;> 11 ,"00 "30 I 10,a,' 5,00 5.0 '10 34&0 tI!I! ..90 109935 5.25 5.1 11 3020 39110 4UII 10"52 S.OO 4.Q '71 '140 .sao tal!2 1000 .. 0 5.25 4.' 711 27110 31130 '06'7 100'"
15.00 5.$ H 3153 3825 4012 100111 5.S0 15.? 3230 38115 3850 "cOala 1i.00 4 .• " n :llIao 􀁾􀁴􀁉􀀺􀁬􀁚􀁉􀀠!'7t2 1.00!IZII 􀁾􀀮􀀲􀀵􀀠5.1 )-'2 lIUO 3U5 382::1. 100!U 5.00 11.1 􀁾􀀠?9 􀁾􀁏􀁬􀀡􀁏􀀠3$15
3 $!III 1'1401 5.00 '.2 n 3670 43'5 SUI 􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭..-.-.-..􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭1.9 'Ill SUO
4125 421::1. .1'''0. '.711 13t4U 5.00 5.1 70 381i0 S110 4'ta 1007&01 5.00 111 3lI70 .COO 41112'.1 > ,.100n, S.80 1.11 noD 4100 􀀢􀁇􀁾􀀠􀁾􀁄􀁄􀀷􀀶􀀲􀀠5.26 lI.a ?S 3'00 5Z85 un lUllS e;..6g
.., 'IS neo 388& "17 􀀱􀁾••Z9 -'.7S 5.0 n l!UO 􀁾􀀱􀀱􀀷􀀵􀀠􀁡􀁾􀀷􀀳􀀠lS..'O '.25 4.3 71 ,810 4115 01015 􀁾􀀮􀀠1 " 
__ Jul. 18 2001 10:49AM P8FAX NO. : 8173670610FROM : Northstar Construction lnc. \Htll" 􀁥􀁹􀁾􀀠HGOl MiX Conc:'"'etQ; 55985; Jul·16·0, 16:46; Page 4/5 I I ."""_n"ll 1)1atdbauon. 211
1)..31' 􀁃􀀢􀀢􀀬􀀬􀁾•••;f.Wt 􀀸􀁾􀁴􀁨􀀠j _.l."Il II....... I "11,,-,, eon 'f day 211 C!.Iy 28 day$....,a 81_ CI>Jlt 'flop e.:....., .. c""" c""" ITO i... c.__ ••1. p.oi.• "i1012U 5.25
1IIIC8S001 5.25 􀁾􀁶􀀮􀁲􀀮􀀮􀀮􀀠_____􀁾􀀭􀁟􀀭􀁟􀀭􀀭􀀮􀁾􀀠5. Oil 􀁡􀁾OeviatiOD 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭0.30
3111 "411 319 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭..􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭••2& 5.50 Cooff:i.aieAt ot Variation
5.51' •• a '1. ;1310 .535 􀀴􀁚􀀳􀁾􀀠4.0 7, 2e!J(l U4() 43511 I ____________􀁾_________􀁾__ft__• ________ • __--___ 􀁾􀁟••􀁟􀁾􀀠_ I S_1 12 )3$8 4:!lD9 UO' 3.9 C" lIfBG C.l :>'t 􀀳􀀧􀁾􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭... 􀀭􀀭􀀭􀀭􀀭􀁾􀀬􀀭􀀭......--...􀁾􀀲􀀮􀀷􀀰􀀠5.•2 10.58 P. 2 ans 'UI UI '. sus .esc ...------..-.--.-...-.........􀀭􀁾10.20 7.'0 j I i I I , 1 I I i I -. 
Jul. 18 2001 10:49AM P9FROM : Northstar Construction Inc. FAX NO. 8173670510 •• • ••,....... VI} ' "II:. ru..1I,.-.IO:A.1J 'A.ECAA G!'? 􀁾􀀷􀀷􀀠􀁾􀀲􀁥􀁯􀀠vrr. 4'-0'--6000# 1. CONCRETE!
4500 PSI 2. REIN!'.: GRADE 60 3, 4'1<4' GJU..V. GRATE 4. EXTENSION SECTiONS AVAILASt.e: 5. MAX. PIPE SIZE 3Sn WI 30" IN ADJACENT WALL MSSS CATCH BASIN NO. 4648 4'-O"X4' -O"X4' -0" American
Industrial P:re-Cal!lt Products P.O, SOl( .3El5 AJ...VAANJO. TEXAS 78009. METRO: 1l17-477-52:!!6 501 EAST BAXTER SEGUIN, TtIi'AS 781El8 830-401-0555 
Jul. 18 2001 10:50AM P10FROM Northstar Con5truction Inc. FAX NO. 8173678510 • . •• ."..... wv.:,tz I\m£i'.....P.tJ 􀁦􀀦􀁉􀀡􀀮􀁴􀀡􀁁􀁾􀀠4' VIT. 3'-6"--4815# 1. CONCRETE: 45ilO PSI 2.
REINF.; Gf!ADE 60 J. J'I(3' CALli. GRATE 4. 􀁾􀀩􀀨􀁔􀁅􀁎􀁓􀁉􀁏􀁎􀀠􀁓􀁾􀁣􀁭􀁏􀁎􀁓􀀠AVAII..ABL£ 12", 24', 36", OR 4&" 5. MAX. PIPE SIZE 30"MCP CATCH BASIN NO. 36 3'-0")(3'-O"X,J'-6" American
Industrial Pre-Cast Products P.O. BOX 3e5 ALVARAOO, TEXAS 78009. METRO: 817-477-5285 501 EAS'!' BAmR SEGUIN. TEXAS 78155 IlJO-4()1-0ISS5 04696 
---FROM: Northstar Construction Inc. FAX NO. 8173670610 Jul. 18 2001 10:50AM P11 Grate. -Heavy Duty K&BSteel 􀁾􀀠Part No. GHD • . ADIY. OfWabb InOl/strle.&, Inc. I I CertJlIClllIlS Upon
Request A c 2a 1/2' 2a '2 3114" 28112' 4D 1 2" 31/4' 4011jl' 40112' 31/4" 40112' 112 12' 31/4' 52 112" sa 1/2" 31/4" 114112" 84111' 31/4' CUstom Size. Upon Requellt Clear OpenIng 76.3%
'. 
Jul. 18 2001 􀀱􀀰􀀺􀀵􀀱􀁁􀁾􀀠P12FAX NO. : 8173670510FROM: Northstar Construction Inc. ADS 􀁣􀁯􀁲􀁲􀁾􀁡􀁴􀁥􀁤􀀠􀁕􀁾􀁾􀁾􀁾􀁾􀀺􀀺􀀵􀀠 polyethylene tubing .'. ' ,:;, , . -. 􀁾􀀮􀀢􀀮􀀬􀀠We'll
show you dozens of reasons w:ny it's .. #1 intheland. 􀁛􀀡􀀡􀁩􀁬􀁬􀁉􀁐􀀢􀁾􀀠 AOVA,I/CED DRAINAGE SYSTEMS. ftlC. 
817357 .. __􀁾... 􀁾___ Jul._ 18 2001 10:51AM P13FAX NO. 0510OM Northstar Construction Inc. ChooseADS tubing CorcugalGO pOlyelhyle:"e :ul:i,fl9 􀁾􀀺􀀻􀀻􀁬􀁭􀀠E)lterlor loU"dEitlon 􀁤􀁲􀂣􀁬􀁩􀁮􀁳􀁾􀁲�
�􀀠􀁮􀁥􀁣􀁥􀀺􀁾􀀮Advat'lccd 􀁄􀀺􀀮􀁬􀁬􀁩􀀢􀀧􀁾􀁧􀀹􀀠£'1s:on-:s. Inc pro. Driveway end sldawalk undBrdraln. SrJ.ry lr.Jr balh :-eside'llilll ijt"\!J inous:rifd'i'Jjes jlears oi Imub1e·tl'Ele
drr.il"];'!18. in i1 􀁾􀁧􀁥􀀠i:'llsed 10 􀁰􀁬􀁥􀁜􀀮􀀧􀁾􀁮􀁬􀀠rr';)S1 darnag8c-rtluilC1.ings. I)'ro\'.l ihe leve! of (he :O\V6'ST wiClevarit:!ly c.r 􀁡􀁰􀁾􀁬􀀺􀁣􀁾􀁦􀀻􀁃􀁲􀀺􀁓􀀮􀀠fll
a, coSi 􀁯􀁾􀀠oa.....􀁥􀁭􀁾􀀧􀀩􀁲􀀠􀁯􀁾􀁴􀁥􀁲􀁬􀁜􀁬􀁲􀁡􀀧􀁲􀁯􀁮􀀠dl...'t1 􀀺􀀨􀁾􀀠􀁕􀁦􀀧􀁋􀁩􀀨􀁡􀁨􀁾􀁴1]:)Qr. ·.... he:9 hial"l waul{ 􀁾􀁡􀁢􀁩􀁥􀁳􀀠Md rft;r.. •just penn:es per 1001.
􀁌􀁩􀁾􀁬􀁏􀀨􀁷􀁣􀁪􀁧􀁎􀀠AD5 blises. InSla!IAtion of 􀁾􀁥􀁲􀁬􀁣􀁲􀁥􀁬􀁩􀁥􀁤􀀠dlainwaler 􀁲􀁥􀁳􀁾􀁬􀀡􀀠in;"el basemenls. Thesel5ye 􀁉􀁉􀁊􀁴􀀩􀁩􀁲􀁬􀁾􀀠in;., bl:lri uf griival 􀁡􀁴􀁲􀁯􀁷􀂣􀁾􀁨􀁥:uhing
is Oyailftble i:"\ COnlinl.OliS coriOd :irains arE! placed:Q colleCI anel C!':lin. walel :odra;I'Icl:!ollnQ baseeO.JISE!/ang!hs. or io slraigrll !englhs anCC is nei ""t.ller 􀁡􀁷􀁾􀁹'tom
foctersaod baso. <ltld 􀁨􀁾􀀠c:h-Isr.I!.:'!ien 􀁾􀁷􀁡􀁾􀀬􀀧􀁴􀁯􀁭IhetJex.:t-!Q and 􀁾􀁡􀁾􀁹10 􀁩􀁬􀀱􀁾􀁬􀁡􀁬􀀯􀀬􀀠roq\Mi;"lg Tlenl walt io e suilable oU!le:. paveme:'1l.less 15bor U)6,n
Irad'fior:3' 􀁃􀀧􀀡􀀺􀁉􀀩􀀧􀁮􀁩􀁬􀁮􀁾􀀠􀁲􀁲􀀺􀁾􀁉􀀮􀀠lnterlortou ndtliiltion drains .....􀁨􀁥􀁾􀁾ler=als. ADS tubinG ::) frIaoIJrar.n.;rcrJ SS2 gmvlGHesl'jl aepUg 5),steml t1 groul"d
i\'Ster ig 6 p:oblf:m. These 'N.lt) hl0n d'enr.ily potye:hylp.r'l9 rF.!':i'l, (! re&:o:"l: 􀁩􀁾􀁮􀁯􀁶􀁡􀁬􀁩􀁯􀁮􀀮􀀠is 􀁃􀀨􀁊􀁮􀁾􀁬􀁲􀁶􀁣􀀺􀀡􀁥􀁤􀀠of orarn:,; 􀁬􀁩􀁬􀁴􀁥􀀺􀁾􀁾􀁥􀁰􀁩􀀠Wafel
:JlClt l)iI1tmv;$e\·j·tu!l.itt Cl,emir.ally inerl :nalG:ria.. so I s·/􀁡􀁮􀀺􀀺􀁾􀀠11)"'uoln9 enCased in a SPlJni 􀁾􀀧􀀧􀀧􀁏􀁕􀀡􀁃􀀺􀀠gain f.·r,II'Y 􀀱􀁨􀀧􀀨􀀧􀁉􀁾􀁬􀁧􀁾􀀠lilt:': bi:iaemon\􀁲􀁥􀁾􀁩􀀻�
�􀁬􀁬􀁪􀀠(:.';)((;)'3ion 􀁾􀁮􀁤􀀠􀁾􀁢􀁲􀁡􀁾􀁩􀁮􀁾􀀧􀀮􀀠􀁾􀁲􀀢􀀧􀁃􀀠bondE'd r.y:on mesh rTiBifirial. Dr:;,n􀁷􀁥􀀮􀀡􀁩􀁾􀀠or lIocr.won't ro:. rU51 Or break Oerwn Ot:j]nc Guard PloleclivfI
wrap I3nd ellm'nales )'landlrne· Downspoutrun.ott drains 􀁵􀁳􀁩􀁬􀀧􀁝􀁾􀀠cor. IhE 􀁮􀁾􀁥􀁣􀀡􀀠lor c,avel. AUell1;"lely. of IhR 􀁾􀀺􀁊􀁧􀁡􀁴􀁣􀁤􀀠p!e.5IiC pipe ale vsedlo chan. . r'nCSI
comm:m methods: 􀀧􀁑􀁾􀀠ho"e wasl!.AC!) urain .3emllon 􀁰􀁪􀁾􀁆􀀮􀀡􀀠CClnt;!!i.\t: "el W;;\!0:3r 􀀨􀀧􀀻􀀨􀁪􀁬􀀡􀁾􀁾􀁥􀁤􀀧􀀠in U"':f; roor Ql:\lHI'!:; Ir, W(JtC'r 􀁣􀁨􀁯􀁰􀁯􀁾􀁡􀁬!Jrc
ocp:io IDr'lI, leech􀁳􀁰􀁾􀁣􀁩􀀲􀁬􀁬􀁬􀁹􀀠jEslGr'Cd 􀁰􀁥􀀧􀁦􀁯􀁾􀁡􀁬􀁩􀁮􀁮􀁾􀀺􀀠􀁷􀁾􀀻􀁨􀀠a 􀁾􀁲􀁇􀁡􀁾􀀠􀁾􀁷􀁡􀁹Irom 􀁕􀁩􀁾􀀠bullcflng Tner-e t;elds U1i izi.ig 4" ADS :ubing, whic,􀁾􀀮􀀺􀀧􀁮􀁬􀁊􀁬􀁥�
�􀀠kn[lIcCI 􀁰􀁏􀀺􀁹􀀧􀁥􀁾􀁩􀁾􀁥􀁲􀀠􀀢􀁾􀁃􀀧􀁬􀀢􀀩􀁉􀀨􀀧􀀠'/V(/jP realureSVI11l...lai !rr·I'!1;Jnlty:o [he-cor·can I:lGl dlSc.harged inlO s.10rrn :;C'Io'QfS,lomaximize air flow Clnd
preverl! nn!rlc. rosive environmen: fQunCl ir-􀁾􀁥􀀮􀁯􀀡􀁩􀁣in:o the curb alltle edOQol theslreel, ortonorlh:l perloral:ons. tsol< 1<Jach !ields. A full Ilr...: 01 acce;CiSO'Y !i!l;r';,j$
􀁾􀁮􀀺􀁩􀀠 inloolhel slJilablR curlels. low·apot drainilge i:-, ia.....􀀬􀀮􀀮􀁾􀀠or y8r(1" couplings help 􀀡􀁦􀀮􀁩􀁬􀀱􀁬􀁰􀂷􀁩􀁾􀀩􀀧􀀠􀁾􀁶􀁥􀁩􀁩􀀠IhA most Highways and Road,carr bl'laccomp!IS''1ed
UEing 􀁾􀁵􀁲􀀡􀁡􀀮􀁾􀁥􀀠In.cnatongillg installation::.. 􀁅􀀩􀀨􀁃􀁡􀁳􀀮􀁳􀁷􀁾􀁬􀁥􀀺􀀠in :ne;: 5ut:base of h,gn.leis and corrl.Jgaled pOiye!r'i'llene 􀁉􀁕􀁾􀀧􀀠waypsveme!'lts: 􀁩􀁾􀀠the
leading couse 01ii:g 􀁴􀁯􀁣􀁯􀁬􀂷􀁥􀁣􀀡􀀮􀀡􀁬􀁮􀁤􀁣􀁾􀁲􀁲􀁹􀀠;hewalerloaResldenttal and payement JBi!u:I!$; 1he 􀁂􀁃􀁉􀀨􀁏􀁲􀁓􀁾􀀠􀁥􀁦􀁦􀁥􀁾􀁬􀁓£Iorm sewer or other dispOSAl It·Poa.Commercial
of 􀁩􀀺􀀧􀀱􀁾􀁤􀁥􀁑􀁵􀁩􀀻􀁬􀁥􀀠draInage 􀀨􀁉􀁾􀁥􀀠eVloen; 10Besement window w@lId,ainagap'Eo.Consttucl1on higllw8ys whiCI'\ begIn 10 􀁤􀁥􀁬􀁥􀁲􀁩􀁯􀁲􀁑􀁨􀁾'/e:"lls raiflWC'ite: hum seeping
d('llA.·n Ihe 􀁉􀁤􀁾􀁡􀁬􀀠Inl' all bor:-.-a,s·fe-3,,.,d comrnetcj;ai IIflet \lnly Iwo:o i:,ree years. ADS corru·loul1daliOn .....all Anc t,lerir'lg UH: 􀁢􀁡􀁾􀁥􀀧􀀠gftled pOlyelhyls!"I8
berm Bnd IJn:if!Icr?inaQe. ADS luCingis I g1'l!er. 􀁥􀁾􀁳􀁩􀁥􀀨􀀠menl. TI1icls 􀁾􀁃􀁃􀁏􀁔􀁬􀁰􀀺􀁩􀁳􀁲􀁬􀁯􀁤􀀠by 􀁲􀁵􀁮􀁮􀁩􀀬􀁾􀁧􀀠􀁤􀁲􀁡􀁨􀁾c:ollect Md rel"TIove 􀁥􀀩􀀨􀁣􀀮􀁣􀁳􀁾􀀠sub·to "lindiG, ana reG...·lr8(j lass lime
􀁾􀁮􀁲􀁬􀀠fllenglnof non·perIOlt:Uec lut)irg florn 􀁢􀁡􀁾􀀢wator 􀁾􀁮􀁤􀀠reduce pavemenltQuipme;nl to irSlalllhHn PVC. CIa'!. tile ::::Ira:r. ill Ihi!': 􀁴􀀩􀁾􀁉􀁉􀀧􀀩􀁲􀁮􀀠01 􀀡􀁾􀁐􀀬􀀠wallie
Ihe dellllKge. CO""ltlr'lt;Oll' Iar:gths ,eQJlrcCO;'lc'ele or C(i(rugnlml 􀁉􀁮􀁆􀁾􀁬􀁡􀀺􀀮􀀠ADS 􀁤􀀺􀁳􀁰􀁯􀁾􀁡􀁝􀀠􀁾􀁲􀁡􀁾􀀮􀀠f/!wel liliin,gg nnt:! conneclions and le(;ssnap·on 􀁾􀁩􀁴􀀻􀀡􀁮􀁧􀁳􀀠and
􀁾􀁃􀁬􀀮􀀮􀀡􀁰􀁬􀁩􀁲􀀮􀁧􀀡􀀺􀀮􀀠keep In· •labor 10 nsta:l.etallalicn iime Clnd 10001' I.:: 0 􀁭􀀺􀁾􀁬􀁉􀁦􀁮􀁵􀁲􀁮􀀮􀀠• • Il.· I .. 􀁤􀁾􀀻􀀺􀀡􀀺􀀻􀀺􀀡􀁮􀀠Tn I_T rnr 􀁾􀁊􀀠In .. J::nC:.·J.tA

JuL 18 2001 10:52AM P148173670510FAX NO.Northstar Construction Inc. • • • 02610tADV Bl/rUne 0805for a variety of applications. Culverts CV1ve!1t; are 􀁴􀀿􀀼􀁬􀁳􀁩􀀻􀁾􀀧􀀠d!-.lf:e1 witl"l
N)S 􀁃􀁵􀁬􀁶􀁾􀁈􀀠pipe: ii is :Ighhr a:'16 eaSi£)f 10 􀁨􀀻􀀻􀀻􀁦􀁜􀁃􀁉􀁾􀀠tu'ln 􀁪􀁯􀁾􀁴􀁡􀁬􀁊􀀠Ihanc:t:}', 􀁲􀀮􀁯􀁾􀁃􀁴􀁦􀀻􀀾􀁾􀁡􀀠􀁾􀀠eOHlJ9alou 􀁭􀁾􀁴􀀳􀀮􀁩􀀮􀀠􀁲􀁾􀀤􀀱􀁊􀀱􀀻􀀱􀀬􀀮􀀬􀁰􀀠in
re::iucoti labO! r.Os,!s. AOS cv1vert pipe IHles GX'" ce:len! lOad be:arir'lQstr0iiglh. :-nee!ing tha 􀁩􀁑􀁶􀁾􀁨􀁥􀀱􀁴􀀱􀀠requireme·1ts. it i$ ap· 􀁐􀁬􀀰􀀧􀁦􀁾􀀺􀀡b" 􀁭􀀬􀀺􀀩􀁾􀀠.sll,l,le
depanment$ 01 􀁉􀁦􀀳􀁲􀁾􀁰􀁯􀁴􀁴􀁡􀁴􀁩􀁣􀁮􀀮􀀠f>nd me.n)' county 􀁾􀁮􀁤􀀠'ccal 􀁲􀁥􀁧􀁵􀁬􀁩􀁬􀁬􀁑􀀨􀀧􀁉􀀭􀀱􀁧􀁥􀁮􀀺􀁬􀁡􀁾􀀠J.\O$ Gul\.'Qrl cfpeis 􀁾􀁖􀁦􀀡􀁩􀁬􀁥􀁢􀁬􀁣􀁩􀁮􀀠􀁾􀁾􀀧􀀮􀀠􀁈􀁾􀁦􀁬􀀬􀀠15".
fS"and 24"' 􀁤􀁩􀁡􀁮􀁾􀁴􀁥􀁦􀁳􀀮􀀠in20' 􀁾􀀧􀀨􀁁􀁴􀁬􀁲􀁴􀁦􀀺􀁬􀁲􀀻􀁪􀀠!er.gths. Parking Lots ihe 􀁤􀁕􀀮􀁾􀁢􀀺􀁈􀁬􀁙of ADS hJi,)ing milker; iI 􀀮􀁓􀁾􀁏􀁃􀁨􀁬􀁬􀀩􀁬􀀮􀁷􀁴􀁬􀁾􀁢􀀧􀀮􀁬􀁯􀁲I'fJkL19
lot 􀁾􀁰􀁰􀁬􀁬􀀮􀀠ca.aor.s, 􀁥􀁾􀁣􀁥􀀠􀁬􀁥􀁾􀀠ooflec\Jcft r"vaJ:vaJ:ties Msbl(l AOS ;vt)ing 10 􀁴􀁥􀀧􀁓􀁩􀁾􀀺􀁣􀁲􀀻􀁾􀁩􀀧􀁄􀀺􀀠loadin9 o.l:'ldkions will)out d."..• ge Alrport Runways
Alr;:oerr 􀁲􀀻􀀮􀀢􀀮􀀬􀁷􀁡􀀱􀀧􀁓􀀭􀀺􀀱􀁵􀁴􀁬􀁾􀁲􀀠from I"e 􀀤􀁾􀁲􀁦􀀧􀁬􀁩􀁩􀀠war.,:,·ml.a!tld 􀁰􀁲􀀨􀁬􀀮􀁢􀁦􀁾􀁈􀁬􀁓􀀠􀁡􀁳􀁾􀁪􀀻􀀩􀁲􀀧􀀧􀁉􀁉􀁩􀀻􀀱􀁹􀀤􀀠'i!10 1(.I:..d... './'lhf:feltil.
CO'lvg3u:a 􀁴􀀾􀁬􀁾􀀬􀀠􀁃􀁍􀁣􀁲􀁾􀁥Of Cttiy pipe hay.;c 􀁢􀁾􀁥􀁮􀁜􀁜􀀧􀁩􀁾􀀢􀁲􀁹􀀠useO inlne pasl. O(lrru.ated po!yelhyl' eoe!Ublng h:as recenlly ceer> apprOVed by 'he Federat AVl8t.lOo
Ac!mirustf8tlcn loruse ascoU$C\or !)l3Ieml;, C!Jive:ts l!:'1ti 􀁾􀁉􀀠lni,lJ;3Y U'tU6rdn;;"I1? Golf COUISes Golf 􀁣􀁯􀁵􀁲􀁳􀁲􀀺􀀬􀁾􀀠􀁡􀀧􀁥􀁾􀁰􀁴􀁉􀁊􀁓􀁉􀀧􀀩􀀮􀀠greEln,'lf'\d 􀁪􀀧􀀩􀁬􀁡􀁹􀀻􀁵􀀩􀁬􀁾􀀠w
llh ADS lublC".g. ADS 􀁴􀁾􀁬􀁢􀁩􀁬􀀧􀁜􀀹􀀠􀀮􀂷􀁥􀁓􀁲􀂣􀀺􀁴􀁾􀀠ro: al"'d is 􀀱􀀺􀀹􀁘􀁩􀁾􀁬􀁥􀀮􀀠to it followVS 􀁾􀁦􀁾􀁬􀀬􀀻􀁾􀁤􀀠􀂢􀀨􀁜􀀢􀀧􀁾􀁏􀁉􀀬􀁉􀁲􀁓􀀠and 􀀦􀁤􀀡􀁽􀁰􀁾􀀻􀀺􀀬􀀠III
und4'l r· ijlOund obsJllde" :t'6 􀁡􀁤􀁡􀁰􀁬􀁡􀁢􀁬􀁾􀀠to a y.1de rahue I): soU 􀁣􀁣􀁮􀁤􀁩􀁴􀁉􀁃􀁦􀁦􀁾􀀮􀀠includinu sand UBot !hal 􀁃􀁏􀁩􀁉􀀹􀁣􀁴􀁷􀁡􀁾􀁾􀁾􀁲Oi aresub· jccl [0 e'O$ion.
Ploper installation is an ,mporlantfactOf, ar.ctADS 􀁰􀁲􀁯􀀧􀁬􀁴􀁤􀁥􀁳􀀺􀁥􀁣􀁾􀀠'slled􀁩􀁮􀁳􀁴􀁡􀁮􀁡􀁴􀁬􀁯􀁴􀁜􀀧􀁾􀁣􀁯􀁭􀁭􀁥􀀢􀀢􀁤􀁡􀁬􀀡􀁏􀀻􀁾for a.vCr'lI.)I()6 (>f sci; and topoglap1)loal
::-..ondi:!on. Attlletlc/Recrecd1onal etrOI'lQ Qnd 􀁤􀁜􀁊􀁲􀁑􀁢􀁾􀁯􀀠ADStvting 􀁰􀁾􀁯􀀠􀁜􀁾􀁤􀁥􀁳􀁹􀁥􀀦􀁲alter year of renab!e jrajilage witn 􀁭􀁬􀁲􀀮􀁬􀀢􀁊􀁬􀁾􀀡􀀠􀁉􀁔􀀧􀁡􀁩􀁮􀁦􀁥􀁯􀁾􀁣􀀺􀁥􀀮􀀠to
k.t<ei' 􀁬􀁾􀁮􀂷􀁾􀀤􀁃􀀦􀁰􀁥􀀮as hll'dy as Ihey are boau· ti!cL 􀁓􀀡􀁏􀁐􀁾d:-a11'\DGI; iseasywlthADS. b sand"lor ('Ifl'".er prO\):6m SOils. ADS Dra1n Quare;! 􀁫􀀹􀁾􀀦maim. flow1:-.s,
In the CEl6i6 of 􀁡􀁴􀁾􀀺􀀹􀀢􀁴􀁩􀀡􀀺fi!!lC"9 􀁅􀁉􀁾􀁃􀀺􀀠􀁯􀁬􀁨􀁾􀁲􀀠J}faces vvl1ef(: 􀁩􀁴􀁩􀀵􀁤􀁥􀁳􀁬􀁲􀀶􀁢􀀱􀁾􀀧􀀨􀀩􀁕􀀵􀁥􀀠the 􀁮􀁲􀁯􀁡􀁾􀀠as 500'"1 as p:}s$i:>!e eJter il dov.'llpour.Ihe
ADS c!ralnage ',Slem provid5S fuoo:rth&t k(epS UP 'Hilh 􀁾􀁡􀁩􀁲􀀮􀁦􀁡􀁬􀀻􀀮􀀠VIOlty ComJ)onteJl P:Jbiic U1i1illes and manufacturinc cO1'lw pMic$ have c)tjleiie;f'ced probie:-r:s with
􀁥􀁬􀀨􀁃􀀮􀁾􀁾walar:n cOQI 􀁴􀁶􀀮􀁭􀁾􀀱􀁩􀁮􀁧and 􀀺􀀻􀁨􀁾􀁲􀀹􀂣􀀱􀁥􀀠opGlatico.lfi thG'Ninler. f{(fa ...· 􀁩􀁬􀁩􀁾􀀨􀀮􀀺􀁦􀂷􀀮􀁶􀁥􀁴􀀨􀀧􀀬􀀺􀁯􀁡􀁬􀀠is apfoi:lurn,while c.!\J:' ;('19
􀁴􀁩􀁾􀁥􀀠warmer 􀁭􀁏􀁬􀁬􀁴􀁬􀀡􀁾􀀮􀀠coat p]!p.s; OfIHJ\ moS{ btsptayed 􀁬􀁉􀀬􀀢􀁬􀁕􀀬􀀺􀁷􀁾􀁮􀁈􀀠10 rodlJC!11 toal dust and elimil'l!lts.sp-:K'lte·,eous, combustion, The ADS <;lfG.iflago
Gystcm 􀀡􀀮􀁉􀁴􀁩􀁬􀁬􀁬􀁩􀁾􀀠corrugaladtOlysihylene l"bing unde! Inc coal pile is an eflec,lvlHooans at removing excasswalgc, Fmsrp,ote!.!t ye W01P is reouired 1C t>cevCtOt par{lde$
oi soil !)I c.oa.! ffOll'i or-taring ;he tubil'lg, Mining ADS fl,;bingoflt,ls IOWCO!ltOI 􀁩􀁲􀁾􀁴􀀳􀁉􀀱􀁡􀂷􀀠bon 􀁰􀁲􀁾􀁬􀁳􀀠exceilc1'\t parlo:fI'lance i., cor· rc:sive and 􀀱􀀡􀁢􀁾􀀤􀀢􀀹􀀭􀀱􀀧􀀯􀀸􀀠
el'lVlror.men!s, solving mtl'le.relaIEJdwalar 􀀻􀀺􀀩􀁲􀁏􀀡􀀩􀀺􀁂􀁭􀁾􀀬􀀠􀁔􀁨􀁣􀁳􀀦􀁩􀁍􀀡􀁶􀁤􀁥􀁤􀀨􀁥􀁩􀁬􀀢􀀧􀁾􀁬􀀹􀁦􀀬􀀺􀀠of coal 􀁰􀁪􀁪􀁾􀀹􀀬􀀠􀁨􀁯􀀡􀁬􀁯􀁷􀁾􀁴􀁬􀀧􀁬􀁳􀀬􀀠ear!" cams,
dam 􀁏􀁾􀀬􀁦􀁬􀀻􀀬􀁶􀀮􀁲􀁓􀀮􀀠Gir dt;ctS. 􀀨􀁪􀁾􀁥􀁰􀀠shaa mInes. 􀁵􀁤􀁩􀁭􀁾􀁦􀀺􀀻􀁴􀀳􀂷􀀠tjon p,:md$. and toad's, JlaUroa,b Poor (4i1Q8d drainage Dilen resu!u in an unS[able subbase
and unsefe condl· tion$.. AO::; Ivblog is u$ed on I"\ew plajc;Cts as VJfo1H as :0 :::ortec! problems 'ii1u4&ci by O)(O&S& walor in eJoUslil'l:Q" ,eilbeos, AOS 􀁾•.'form.""de! S4>'erc
lo!t;inc 􀁡􀁾􀁾􀁪􀁬􀀮􀀢􀁩􀀺􀁵􀁪􀁏􀀡􀀱􀁓􀀮􀀠Jnaidflg U􀁩􀁯􀁥􀁡􀁾􀀠rQI railroao 􀁾􀁥􀁤􀀠oralnago, Grain/Commodity Aeration ADS 'S,erati'On r,tipaC4n be 􀁾􀁡􀁳􀁩􀁬􀁹􀀠adapted \0 all types
of grai.1 􀀤􀀱􀀰􀁾􀁡􀁧􀁥􀀠facilities (tEl/'l\jlora;-y as. wallSB perma· n.,,;), 􀁩􀁮􀁥􀁩􀁾􀁤􀀧􀁮􀁧me\a! b"ildir.g3, round $110$ sr:d wooden nlns,leslllllngin uniform air!low, 'h!ochnlcaIN"!e$
ADS com,geted poiVt)lhV:''''' lublng is suuctural\y designed to De used Ill! cuiw.n pir,. ana 􀁾􀁯􀀬􀀠olher ilea.v 􀁤􀁵􀁴􀁾􀀠olainage appiir,stiCr.s, 'ihis corlug81ed pIlle tt\1'r1 als,"i
􀁢􀁾n!tapted to other dtiitMgfj 􀁮􀁾􀁥􀁤􀁳􀀮􀀠"ppfltlblf SpOIlIII..Uon, and Inat.lfaDcn (Mdeli".. 'J. A$TM F 41lS. 􀁓􀁬􀁡􀁮􀁃􀀱􀁡􀁾􀀨􀀱SPeclflcsllQl"l lOr com..ga!ed Polyelhylene lIIlllng
􀁾􀁮􀀨􀁊􀀠Flu't'lQ$,2. ASTM F56,. S!andar<l SpQ",Iiea,lQ/\ ;O(LBlge. Dn:iI'nater Corrugated POlY' ethylene 􀁬􀁾􀁾􀁩􀁮􀁧and 􀁾􀁉􀁉􀁕􀁮􀁑􀁓􀀮3. AASClTOM252,SlaMar:fSoecili. cal'oo for
POIyClhylon. CO!lugaled DrsiillllQ'(!:Tl,.lbiog.4. AASH10 Ma94. Slsnd"",􀁓􀁾􀁣􀀧􀁩􀂷􀀠􀁣􀀺􀁡􀁾􀁯􀁾101 COIJIJga:&O POlyethylene PiPe 12'" lo24"diameter. 5. AOS·lns:.n.:ion:;uidelineslor9J'·
' veri and Other Heavy·Dot, DraInage Appl:cal1Q'lS . .... .; 
SHIMEK, JACOBS & FINKLEA, L.L.P. Date: ___::..:Ju::.IY,--I::..::3-,-"2=-:0,-=-0.::...1___ CONSULTING ENGINEERS Time: ___---=2"':0c.;.0-"p"'m'--___ Type of Client: Town of Addison Meeting:
__P_re_c_on_s_tr_u_cti_·o_n_C_on_f__ Project: Easement Park Drainage Improvements ATTENDANCE SHEET Representing Phone Number Fax Number 1. John Birkhoff Shimek, Jacobs & Finklea, L.L.P.
(214) 361-7900 (214) 361-0204 2. Luke Jalbert Town ofAddsion (972)-450-2866 (972)-450-2834 217 Jh 7-.3//Cl 􀀨􀁪􀀡􀀷􀀩􀁾􀁴􀀮􀀷􀀭􀀦􀀤􀀯􀁬􀀩3. 􀀭􀁊􀀮􀁾􀁲􀁲􀁹􀀠$;,,11)7 I( 1/4. MItE. HefML.ICH
No/l...,fI?T?1f. 􀁃􀁯􀁉􀁜􀁊􀁾􀁲􀀻􀁊􀀠Mi!. (!n-QgO-70713 5. J lIM.. Ple(4.. A-ol) LScfY\ q12 􀁾􀀠450·'l..81fj I{ II 2837 '172 􀁾􀁩􀁦􀀡􀀺􀀬􀀨􀀩􀀠-lJ'O __.lLQ28:-"",J"-.L76. 􀁬􀀿􀁁􀁲􀁉􀀧􀁾􀀠􀁍􀁌􀀭􀁾􀀠v
7. 8. 9. 10. II. 12. 13. 14. __________ 15. 16. 17. 18. 19. 20. 
􀁾􀀠: Northstar Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:45AM P1 Northstar Con$tructlon, Inc. 309 Birchwood Lane Ft. Worth, Texas 76108 Office: Fax: 817-367-3110 817·367"()510
/1m Luke Jalbert Fro"" Mike Heimlich 15 Fax; (972) 450-2837 "-"': S(ind. OOI/er) IIhoneI (972) 450-2860 Data: 07/18101 Easement Park Otainage cc:-Submillals • CClll\llMlftb. Luke, Originals
in the mail today: " 
..... ,''\It;􀀧􀀻􀀺􀁾􀀻􀀺􀀮􀀺􀀠􀁾􀁾􀀧􀁾􀀧􀀱􀀠􀁾:: 􀁾􀀧􀀱􀁊􀀡􀀼􀀠􀁾􀀠􀁾􀁾􀁾􀁾􀀺􀁾􀀺􀀠;'" 􀁉􀁾􀁾􀁩􀀠􀀯􀀻􀀻􀀩􀂧􀁾􀀺􀁴􀀠'" 􀀻􀁾􀁽􀁬􀁩􀀺􀁈􀂷􀀠.::. ":. 􀀧􀀺􀀢􀁾􀁾􀁩􀀧􀀬􀀠': ".::" « Interrupted
TransmiSSion » '. 
FROM : Northstar Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:46AM P1 Northstar Construction, Inc. Office: 817-367-3110 309 Birchwood Lane Fax: 817-367-0510 Ft. Worth, Texas
76108 'nM Luke Jalbert Frol'l'll Mike Heimlich,S Pmc (972) 45()..2837 􀁾I (incl, cover) Phanel (972) 450-2860 Dat. 07118101 RIll Easement Pari< Drainage cc: Submi1lals OPlea..􀁾.. luke,
Originals in the mail today, " 
FROM Northstar ConstructiDn Inc. FAX NO. : 8173&70510 Jul. 18 2001 10:47AM P2 * NORTHSTAR CONSTRUCTION, INC. * GENERAL CONTRACTOR '"'0$1 BfRCHWQQD L.A1'4l': OFFJCC;'8'7)357..:J'/C'J
/lr, 􀁗􀁾􀀮T£".t"AS 76108 FAX: (8f7) $(;7..(1510 LETTER OF TRANSMITTAL Date: Julr 17. 2001 Attn: Mr. Luke Jalbert Project Manager Re : Easement Park Drainage Impr. Bid Nc. 01-30 . WE
ARE SENDING YOU: X Attached __ Under Separate Cover via the Following X Submittals Prints X Shop Drawings __Samples --Specifications __Other To: cOPIES DAIt: DESCRIPTION 3 3 3 1/16101
7/16101 7116101 Trench Safety Design Concrete Mix Designs Pre-Cast Grate Inlet Shop Drawings 3 1117101 ADS Polyethylene Tubing Data Sheets THESE ARE TRANSMITTED (as checked below) :
X For Approval __Approved As Submitted Resubmit_Copies For Approval --:::--For Your Use __Approved As Noted SubmiLCopies For Distribution X As Requested -..,..-_Retumed For Corrections
==Retum_CorrecleQ Prints ___For Review & Comment'-_______________________ COMMENTS: COPVTO: BY: tPU...1 􀁡􀀷􀀴􀁾􀀠Michael A. Heimlich VIce PlMldent '. 
FROM : Northstar Construction Inc. FAX NO. : 9173670510 Jul. 19 2001 10:47RM P3 TRENCH SAFETY DESIGN FOR USE AT EASEMENT PARK DRAINAGe IMPROVEMENTS . TOWN OF ADDISON PREPARED FOR NORTHSTAR
CONSTRUC"nON, INC. JULY 16,2001 Michael A. Heimlich, P.E. Texas Registration #71319 '. 
FROM Northstar Construction Inc. FAX NO. 8173670510 Jul. 18 2001 10:47AM P4 TRENCH SAFETY DESIGN NORTHSTAR CONSTRUCTION, INC. Introduction This Trench Safety Design Is for use during
construction of stonn drainage Improvements to Easement Park in the Town Of Addison, The primary mathor:! of providing trench safety for this project wm be the Sidewall Laybac:k Method.
Trench shields may also be used If the need arises. This design applles to trenches exceeding 5 feet -In depth. or to trenches less than 5 feet in depth where the possibility for cave-in
exists. Soil Characteristics This soil will likely be classified Type B based on field observation. However, the presence of seeping water from the Irrigation system could result in
a Type C classifICation, T,.nCh Safety Design A. "Occupational Safety and Health Standards for Construction" (29 CFR 1926 Standards) are incorporated by reference. B. Sideweillayback
Method -Generally. laybacks will be in accordance with Appendix Bto Subpart P. of 29 CFR. Part 1926. C. TrenCh Shield Method -Trench shields will be installed per 1926,652(g) "Shield
Systems" of 29 CFR. Part 1926. If this method is deemed n__ry. trench shield certification data will be submitted by local equipment company prOViding shields. General A Ladders shall
be Installed in all trenches 4 feet or more in depth. A ladder will be within 20 feet of all personnel ,Snd will extend 4 feet above natural ground. B. Two feet minimum adjacent to the
ditch will be kept clear of excavated material. Site Specific The maximum trench depth anticipated for this project is 6 feet and the totellength of trench excavation is approximately
370 feet. The planned method of providing trench safety is to bench the sidewalls as shown on the attached sketch. However, if obstructions sueh as other utilities trees. or landscaping
features prohibit adequate space for 􀁢􀁥􀁮􀁾􀁨􀁩􀁮􀀹􀀮􀀠trench shields will be !,ltilized.'. 
FROM : Northstar Construction lnc. FAX NO. 8173670510 Jul. 18 2001 10:48AM P5 .. Z' 'l>j /{/, AI-,, d ...... A.ru.'\ .,'\ ,;.' ,'\ •••􀀬􀁾􀀠<" .'l"· ....., ..... 􀀧􀀢􀀮􀀻􀁲􀀮􀀻􀁾􀀠AI'b......
' , , I.'SI ,Typ..S Sco.\ '\" /T'IP'" f. S •. \ ... ./H . " ' '3.5' ....-...." .. \􀁾􀁬􀁴􀀠-'"􀁾􀁉􀁍􀁐􀁌􀁅􀀠BENC.H 􀁍􀁅􀁔􀁾􀁄􀀠􀀨􀀢􀀬􀀬􀁾􀀠􀀢􀁾􀀵􀀧􀀰􀀢􀀩􀀠'. 
FROM : Northstar Construction Inc. FAX NO. : 8173670510"'.,I ........... , Jul. 18 2001 10:48AM P6 hn\ 9y: Heot Ml)( 􀁾􀁏􀁬􀁬􀁃􀀢􀁾􀀧􀀢􀀬􀀠j j IJIlIy 16,1001CLIENT, NORTHSTAR CONSTHUcnON
! 1'RO.JECTt EASEMENT PARK DRAINAGE JM1'JtOVEMENTS I ADDISON 1IMIX SPi.CmCATlOlllS: MIX DESIGN NO. no j NCTCOG CLASS A :lOOOl'IU I 3JNCJf+l-l II.SIl LIIILB 1 􀀬􀀮􀁪􀀮􀁊􀀮􀁬􀁾􀀥􀀠190
DEGlIEE$ F 1MATERiAlS ASTM STANPASPS WEIQBTS(SSD) VOLUME C£MINT ASTM CI!O 􀁾IIU IlILYMlB AS1'M CG.18 CLASS (; 0.00 ! COARSEAGG. MlTM OJ SIZE NO. 57 n.1J<> I COARSE AGO. AIlTM 03 SIZE
NO. LIGHTWUG8T ASTM C330 I, BlAGG. 4STM Cl3 l,JI'IlUAGG. ASTM (;33 ADMIXTURE ASTM 􀀰􀁉􀁾􀀴􀀠TYPE Aor D 3 -6 ooJe.tl A'DMDmrRE ASTM 019' TYPE F 00,0 ADMIXTVJIII: ASTMCU!I .2j-4N1m j WATER
􀀮􀁵􀁾􀀠1n '21.00 ASTM C94 STANDA/lD,SPUMCATII)NS fOR Rl.ADl'·MIXED CONCUn STATIS AS FOLLOW$; I"WJD:III THE CONCUTE S11WfGTB IS USED A!l ABASIS JIOIlACCD'fANCE. 'l'1lE MAN1IFAt"rIJlWl
8RALL 81) ENUl1.lI:D TO£OPII!8 Ol" IT.ST UPORTS ... 1'10: INDIVIDUAL WHO SAMPLES AND 'fISTS CONCU'D CONCU'D MllSTBI CUTD'D:O ACI u:vnL 􀁾􀀠! ADDITiONAl. WATli:IlAD&ItD IN IXCJSS Ol"
SPECmEDSLUMP IS AT ClT8TOM£B5lUSKl I ,! j REOI.MIlC, LP.'. /3J!tjERAI. OI'flCC/l+1S _,btw. 6<l1te 13B, QeJ<ottlon. T.... 75007 A.fONe, (S"') I!Al!-4Sl!O FIOO 19'2132iHl788 
FROM : Northstar Construction Inc. FAX NO. : 􀀸􀀱􀀷􀀳􀀶􀀷􀀰􀀵􀀱􀀺􀀺􀀺􀀰􀀬􀀭􀀭􀁾􀀺􀀭􀀺􀀭􀀺􀁾􀁾􀁊􀀢􀁕􀁾􀀧􀀮􀀧􀀮􀀮􀀮􀀻􀀱􀀮􀀻􀀻􀀸􀁾􀀲􀀰􀀻􀀻􀀻􀀰􀀻􀀻􀀻􀀱􀀺􀀮􀀮􀀮􀀺􀀱􀁾􀀰􀁾􀀺􀁾􀀴􀀺􀀹􀁁􀁾􀁍􀀮􀀺􀀮􀀮􀀮􀁾􀁐􀁾􀀷
___ 􀁜􀀮􀁉􀀬􀀬􀀢􀀬􀁉􀁉􀁾􀀠cy: HaO! Allx 􀁾􀁯􀁮􀁣􀁬􀀢􀀧􀁥􀁾􀁾􀀻􀀠55980; J ul·1S·01 16:::5; Pogo 3/5 I I 􀁾􀀺􀁲􀀭􀁋􀁉􀁘􀀬􀀠Iile. UCS 􀁾I)UW, aU%'1'Z 136 rC:A1IPDL:£_, lI'X 75007 1'721
242-4550 I 􀁰􀁾􀁄􀁩􀀮􀁴􀁾􀁩􀁢􀁵􀁴􀁩􀁯􀁮􀀠􀁁􀁮􀀮􀁾􀁹􀀸􀁩􀀮28 Day e___d_ 􀀧􀁾􀁴􀁨􀀠􀁾􀀧􀀱􀀱􀀰􀀠􀁾􀀧􀁡􀀧􀀠3000 p.l07/16/01 >all; DESt:alI1TZOli I􀁾􀁌􀁏􀀠------••-!OOO 􀁰􀁥􀁾􀀠----------7/16/00
, 8Ad11:-DA/lIZA. -IIC"'COO CI.IUJ.. 1\ IlI<nr"ng A'Y\I: 3 Ai: COlI 7 day 28 day 28 dq I 􀁾􀁥􀀠81_ Cont 't'IIP c:-p 􀁾, COllI> lD ln cSe9 r pat I'd pai-I 137ua '.50· S•• 63 3370 4]&0
j131.63 5.00 4.8 60 95&0 4UO 13715' •• 00 4.' CO .740 42aS lf.2" i10tln 1.110 11.1 77 31110 11120 .,42 109566 6.00 4.7 ?.t !tco 􀁮􀁾􀀠'U5 10'''7 5.00 B.2 7' '700 Igao la50 109768 5.&0
5.9 68 􀁾􀀸􀀵􀀰􀀠3'65 46ae laP775 1.75 􀀬􀀮􀁾􀀠U 3430 n48 I108785 5.U 4.9 U 3UO 􀀱􀀱􀀲􀁾􀀠􀀱􀀱􀀷􀁾􀀠"" J10taaa Ii.SO 5.1 ;> i1 aiOO 1720 ..:10 I I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭108841 &.00 5.0 70 UfO 45'S U80 1099311 11.25 5.1 il '020 3'80 ..,a 10$$51 8.00 4.8 71 '240 uao
&322 40571110040 5.25 4.1 78 􀀲􀀷􀁾􀀠3ft30 5.00 !1.3 3UO 38aS 4012 l100'.4 100811 5.60 􀀡􀁩􀀮􀁾􀀠" 3230 3al5 3a50 I 100all a.oo ".8 H" !380 31511 3112 $.25 G.l >-;:). Ul.O 3'15 3822i005211
1005.. 5.00 ..1 ,. 􀀻􀁾􀀠3020 3515 36'5 ;1 3570 &395 SU213UOl 5,00 4.2 ! 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭...􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀁾􀀭􀀭􀀮􀀭13810. 4.711 􀁡􀀮􀁾􀀠 4725 4212') '''0 1!1tUII 5.00 S.l 70 38'0 5110 ..,Ia 100"4 5,00 8.1 .. 75 􀀳􀁾􀀷􀀰􀀠4'00 4a12 100"" 11.110 a.d 3300 4100 ce03 3600 !52:t!I!o &655lOOilia
5.2& S.Z 15'" 3aall ....1;naU5 r;.60 I.' 2nO &375&.75 5_0 "75 2860 3.'711 138840 '.25 '.3 11 5880 4186 .015 1381129 P. 1 j j'. .< I 
I Jul. 18 2001 1a:49AM peFAX NO. : 8173670510FROM : Northstar Construction Inc. rr IJIW;. ey; HOOl Ml.x Conc:"e1: e; 55985l Jul· HI-O, I tl:46; Page 4/5 j ...... ' 3Mill C-? dall" 284&y
28 day SUII'l-111_ 􀁃􀁭􀁳􀁾􀀠c_ c""'" c""'" Ino ..... t devil' , • .i. .....i. pn =. .,.--10110 !Las •• 0 n li3'7a "53B 42;12 IIBOtIIOD1 6.25 4.0 7\1 tuo "40 .us I j A".:&p -----...
-----......------------...... -...-...-----...-...---......--.....-------..........-..... -..--5.0t 5.. '72 $358 .'OS 430' 􀁡􀁾Dev1at1OD -.----..􀀭􀀭􀀭􀁾...􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾�
�􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭..--0.30 0.11 355 311 RaQge ------....---••---.--.----.---.--... 􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭" _i..v
I •Z6 S.!lO COClt£iaie1\t of Vmat.ion 5.118 3.II 60 1.1 :> 1lI ----------..----12.10 Il.42 2580 .Ins 3U5 􀁾􀀹􀀶􀀰􀀠5265 .850 ..--------.....----....-.. -.. -....... -......-...-:1.0.58
10.20 7••0 I I I I I P. 2 -. 
Jul. 18 2001 10:49AM P9'ROM Nortkstar Construction Inc. FAX NO. 8173670510 􀁾􀀠• •• ......., 􀁶􀁶􀀬􀁾􀀬􀀺􀀠1'UY.t;.-.I"::AN PJ\£CAS: 1. CONCRETE: «,600 PSI wr. 2. REIN!".: GRADE 604'-0'--6000#
3 .... ·)14· GAl-V. CRATE 4. EXTENSION SECTiONS AVAIWlLe: 5. MAX. PIPE SIZE 3e" WI 30" IN ADJACENT 􀁗􀁁􀁾􀁌􀀠04S98 CATCH BASIN NO. 4848 4'-O"X4' -Q"X4' -0" American Industrial Pre-Cast
Products P.o. BOl( J66 foJ..V/lAArJO, TEXAS 76009. I.l!:1'RO: 817-477w52!!6 501 EAST BAXTER SEGUIN, TEKA5 78166 􀁓􀁾􀁏􀀭􀀴􀁩􀀺􀀩􀀱􀀭􀀰􀀵􀁩􀀻􀁩􀀵􀀠
Jul. 18 2001 10:50AM P10FROM Northstar Construction Inc. FAX NO. 8173670510 ., ., "....., VV.l.I.t 1iM.!..f•• JJl.N 􀁴􀁊􀁬􀁻􀁉􀀺􀀡􀀮􀀡􀁪􀁁􀁾􀀠VIT. 3'-6"--4815* 1. OONCRETE: 115aO PSI
2. REINF.; GRADE 60 3. j5'l(3' aALV. GRATE •• EIITENSION st:CTI0NS AVAILAElI.£ '2", 24', 36", OR <is'' 5. MAX. PIPE SIZE !O"RCP CATCH BASIN NO. 36 . 04598 3'-0")(,3'-0"X3'-6" American
Industrial Pre-Cast Product! P.O. BOX 3M ALVARADO, TEXAS 7MM. METRO: B17-477-5288 501 EAST BAXTER SEGUIN. TEXAS 78155 1.130-401-0555 
--FROM : Northstar Construction Inc. FAX NO, 8173670510 Jul. 18 2001 􀀱􀀰􀀺􀀵􀀰􀁁􀁾􀀠Pl1 Grates -Heavy Duty K&BSte.el Part No, GHD -• A Dlv. ()(Watlb 'nt.IU5tTle&, Ina. C911JfiCll1es
Upon Request GNU8 Blltu " A 8 C 21112.' 28112' a1/4281/2' 401 2" 3114" 401ta' 40 /2" 3114" 4011a' ez Ia' a 114" 52 112' !l21f2' 31/4" 841/2" 841/2' 31/4" ClI!I1om BIDS Upon Request Clelr
opening 7 ... 3% c KA 8 8tHl; Rouw 1, Bo;tl18 CllIl1csvlllej l\lllU 71421 (803) Ul03ieo Fax (103) 42101"7 " 2A 
Ju 1. 19 2001 10: 51A!:I P12FAX NO. : 8173&7051(:,'ROM: Northstar Cons'tru.ctlon Inc. ADS corrugated 􀁂􀀺􀁾􀁾􀁾􀁾􀁾􀀻􀁓􀀠 polyethylene tubing We'll showyou dozens of reasonswl\yit's
.. #1 inthe land. Pas !lCNJ>,IJOED IIRIIJNAGE .YSTEMS. file. c-J "f' .. c-rtt"' .. ' Ta.,.", 
8173670510 ,___=.,____J_ul._18 2001 10:S1AM P13FAX NO.'ROM 􀁎􀁯􀁾􀁴􀁨􀁳􀁴􀁡􀁲􀀠Construction Inc. COrntgalG(,1 POI;'$lhyfl;.!l:",e :ut;.,1l9 :;.-,rr: Advanced O:.nrf\Rgo S,s!eO'1S. rnc
P'o't'I:tes. 'lears of trou!:)le·1fElE! dr f..i'13ge h a widQ-va,iety of 􀁾􀁰􀁰􀁴􀁩􀁣􀁾􀁉􀀧􀁣􀁲􀀮􀁺􀀬􀀠dlaco$:i o! j1Jst pennies per loot. 􀁌􀁩􀁾􀀱􀁉􀁬􀁬􀁷􀁥􀁪􀀹􀁎􀁁􀁄􀁓􀀠:uhing !sovel/able
hCOflllnt,.ol,;SC01iCd 􀀧􀁡􀁾􀁴􀁨􀁳􀀮0' in strDight :engths ana is flext.!t) aoc eat.y to lnstal!, toq!,J1ting Icss: 􀁴􀁾􀁯􀁴th!n trad,tior.3' 􀁤􀀻􀁩􀀩􀀧􀁲􀁬􀁬􀀧􀁮􀁾􀀠r.',lt. ter!'!IS,
ADS tubins;;:::; 􀀱􀀩􀁬􀁡􀁮􀀡􀁊􀁦􀁡􀁲􀀮􀀮􀁴􀁴􀀻􀁵􀁾􀁤􀀠􀂷􀀢􀀧􀀬􀀨􀁬􀀧􀁜􀁨􀀡􀁏􀁨􀁤􀁥􀀨􀁪􀁲􀀮􀁪􀁴􀁹􀁰􀁯􀁾􀀺􀀮...ylp.1"l9 tF.!':i"'i. {J: vi'I\./iir, cmemieeJly ioer! :Ylllhnia.. 50 ! 􀁦􀁃􀀳􀁩􀀻􀁩􀁬􀁾􀀠
C;)tt;:)stoP1 !)nd 􀁡􀁢􀁲􀁾􀁩􀀨􀁊􀁬􀀱􀀮􀀠f!:t'C won't fO:, rUSI or breaJ\ (It.:rwn 􀁡􀁕􀁩􀀡􀁾􀀠􀁾􀁍􀁤􀀢􀁾􀀠ADS urain 4lemfion 􀁦􀀧􀀱􀁩􀁾􀀠COTItttit,S $ptl,;iaUy 􀁾􀁦􀁥􀀤􀁾􀁲􀀧􀁥􀁤􀀠pefft')!attnl\!l
w:;h« dl;fAble, kniilOd 􀀢􀁯􀀺􀀧􀀯􀁴􀀺􀀧􀁩􀁴􀁾􀀨􀀠"60.,lt" '/Vtl:7p 'omaximize ai, flOWttnd pleve:n! fp.t!/ic· ton orUl? perforations. "'tv!1 nr,e ofacce$$Qryfl!l:r.-vs >:'Ind couplings
"alp 􀁳􀁩􀁬􀀧􀁮􀁰􀀧􀁩􀀡􀀩􀀧􀁾􀁥􀁴􀀧􀁩􀀠lil9 maSI 􀁣􀁴􀀱􀁡􀁾􀁑􀁮􀀹􀁩􀁬􀁜􀁧􀀠installationG. RBs14enUaJ and Commercial Consftuct1on Id"al for all 􀁨􀁏􀁍􀁾􀀤􀁁􀁩􀀱􀁉􀀧􀀳􀀻􀀨􀁪􀁤􀀠¢cllnrnetcioi
􀁣􀀬􀁾􀁪􀁮􀁡􀁑􀁥􀀮􀁁􀁏􀁓􀁴􀁵􀀡􀀩􀁪􀁉􀀧􀁴􀀹􀀠is I ghler. 􀁥􀁾􀁳􀁩􀁥􀁲􀀠to MndlG, 6t')O teqWlft(l: I&S6 limet'!f1rJ 􀀮􀁱􀁵􀁩􀁰􀁭􀁥􀁮􀁬􀁉􀀰􀁩􀀢􀁓􀁬􀁡􀁬􀁬􀁴􀁨􀁾􀁮􀁆􀁜􀀧􀁃􀀬􀀠cia" COrte-ale
orCOffU'j:Alflr' 􀁭􀁾􀁉􀀨􀁉􀀺􀀧􀀠At')S snap-on 􀁾􀁪􀁕􀁬􀁮􀁧􀁳􀀠arK:! 􀁾􀁣􀁵􀁰􀁬􀁩􀁲􀀮􀁧􀁾􀁫􀁥􀁥􀁰􀀠II)· 􀁾􀁉􀁡􀁬􀀡􀁡􀁬􀁩􀁣􀀧􀁦􀀡􀀠􀀱􀁲􀁲􀁮􀁥􀁾􀁮􀁤􀀠ItlOOft::: (l rr,;mfnum, Choose ADS
tubing 􀁅􀁸􀁾􀁥􀀬􀁬􀁯􀁲􀀠fOUI'HflltlOrt 􀁤􀁲􀀦􀁩􀁮􀁾ilre 􀁮􀁩􀀮􀀧􀂢􀁥􀀺􀀱􀁾􀀠sary for bCilh re$idp.'ltial antI inauSlriltf Oui1ct!ngs.. pr:"owtf1e 􀁷􀀮􀁶􀁥􀁾􀁯􀁲􀀠the :C\VQSf floor.
􀂷􀀮􀁎􀁨􀁥􀀺􀁾􀀠high waUu :301"$ Me rtt;n. Willer reS!.Ilt In war bAS8m9111$. The.se drains: are pl2ced:o collect aNi Chan􀁏􀁏􀁩􀀧􀁨􀁡􀁕􀁾􀁲􀀠􀁾􀁷􀁾􀁹􀁬􀁴􀁯􀁲􀁮􀀠fvctateand lJaso. 'nero
WillS iO a sulfable ov!let lntorforfoundation draina whe;'fJ QfOiJl'd ...·Ster i$ aproblem. These anuns 􀀴􀀧􀁴􀁥􀀺􀁾􀁥􀁰􀁉􀁗􀀵􀁬􀁦􀁥􀁉􀀠l!)al Oillp,rwis,p. WDUlc galn 􀁾􀀢􀁲􀀮􀀨􀀱􀀠v
􀁴􀁉􀀧􀁊􀂷􀀨􀀩􀁾􀁪􀁬􀁊􀁲􀀮􀀠tile 􀁢􀀻􀁪􀁳􀀨􀀡􀁲􀁲􀀮􀀨􀁊􀁴􀀧􀁉􀁾waf" oFiIocr, O()Whapout run-oft dtains o;il'lQ cor. wg,3Icd p!"lic p;pe ale uged 10 chan. nel 􀁗􀀢􀀱􀀡􀁾􀁲􀀠􀀨􀀧􀀻􀁏􀁕􀁾􀁃􀀧􀀺􀁥􀁾􀁩􀀠i
n 􀁉􀁉􀀧􀀺􀁾􀀠flX,l 􀁧􀁴􀀺􀁈􀁾􀁉􀀧􀁓􀀠m . arf3'a:;: .o:\wayfrom 􀁉􀁨􀁾􀀠bullolng Tnete can no (ilsch&lQed ifllO S10rrn !jc..,'QtS, in:n!he curb althe 􀁥􀁤􀁧􀁯􀁾􀁦me street, or inloolhef
slJitablR 􀁲􀀮􀁕􀁬􀁉􀁾􀁬􀁓􀀬􀀠 􀁌􀁑􀁷􀁾􀀢􀁰􀁯􀁬dr.inilge b iilW('I:\ or V8fd.$ can bit 􀀺􀁷􀁾􀀮􀀺􀁯􀁲􀁩􀁬􀁐􀀡􀁩􀁳􀂷􀀢􀁑􀁤􀀠using: £:ur!;J,ce iti. IP.I$ Clnd corrvgalad polya.llli'leno:l:
fut)i,;g 10 coJ·ec! Ilnd carry ;hewater loa s10rm sewerorother disposalll'p.<1. 9a.eeme-nt wil\dow we:lldrainage PIE<'}E:':'lts rainwate= from 􀁳􀁥􀁥􀁰􀀱􀁮􀁧􀁤􀁾􀁷􀁮􀀠ihe: klUf)daliOn
;,o,'8J! arc c,tering V'\e: 􀁢􀁡􀁾􀀮􀀠mpnl. ThiC!$ QCc07!p:;st;od 􀁢􀁹􀀬􀁵􀁮􀁮􀁬􀁬􀁾􀁧􀀠alengl;'lO' noo-pe:rfOltilec tubirg from Ihe 􀁤􀀡􀁾􀁾in. (I'll; 􀁴􀀩􀁾􀁕􀁯􀀺􀁮􀁯􀁴􀀠􀀡􀁾􀁥wall
fa the d:s posal t1re:a. Dr'veway and tlaowalk und.rdr.' ... age 􀁩􀁾􀀠l!Sed to 􀁐􀁦􀁥􀁜􀁾􀁴􀀧􀁜􀀱􀀠fr,JS! 03tna98 (.f 􀀡􀀬􀀾􀁥􀁜􀀧􀁥􀁾􀀧􀀱􀁲􀀠\lf1efloration d\...a :0 i.lnGtnt:!e bcses.ln$ift!lttUon
of S)er1craleddIBin. age 􀁦􀁬􀁭􀁩􀁬􀁜􀁾􀀠In f:!, ban of 􀁾􀁴􀁡􀁶􀁥􀁬allows:!he walel ;udrainC'l.:!uf Ine 􀁢􀁾􀀤􀀹􀀠eO..nse nnd h¢ r.hlU1f)?.ied twa)" !fom 􀁉􀁾􀁥􀀠paveme.'''\I. SB2 grllwl-feS&
"pUlOIGyatcm, t1 reC6:'H ir;nOvaliot'l. i$ 􀁾􀁮􀁾􀀱􀁦􀁕􀁉􀀻􀀡􀁥􀁤􀀠of S" an::! Ill" H.lt>lne encased ina Sp1.Jn/bondttdnYton meSh iTl8:lf.lrial. Dram Goard f,Holeolivt; 'hfap and elfm"ntlles
Ine 􀁬􀀧􀁉􀁾􀁥􀀨􀀮􀁲􀀠ICJ! IJtavel. Allern:"lery.of IhR mCSl comm::mrnethodSllo: hO"ll9wasls. WtltO( c;Hopo'30r .ore oop:io 􀁴􀀡􀀺􀀡􀁮􀁬􀁾􀀠Ieee" l!elds Uli i;Ci;)g 4" ADS 􀁾􀁵􀁢􀁩􀁬􀀢􀁬􀁧􀀬􀀠whic,
fffi.'lllJfe.S IIJflIJ311rr.rrr.Jn1Iy:0 U'l-e 􀁣􀁯􀁲􀁾􀀠􀁻􀁯􀁳􀁪􀁹􀁾􀀠enviror.mem rouna jp oa"Uc tank leach 􀁾􀁩􀁥􀀧􀁤􀀤􀀬􀀠HIghways and Road, Exeesswat.e: In :I'I:G:' 􀁳􀁶􀁢􀁢􀁡􀁾Qt
􀁨􀀧􀀹􀀰􀁾􀀠􀁷􀁡􀁾paY.me,,!. i.rhe reaCfi"ll couse 01 pavementl.nu:.$: 1M. ""'C!$e ellects (II ioeooqu&le 􀁤􀀡􀀳􀁉􀁮􀁡􀀹􀁾ere evioenl In hlgl1wsys whicrr begIn tt> d&tefiorat$ aile!
only two!u ih,ee yeaf'S. ADS CorfUgaleo pelyelhyl&!"l9 berm and 􀀱􀁊􀁮􀀮􀀻􀁾􀁦􀁾􀀠drai"l9 COnGer Md r&l''nove tltGest sub· ba••WQW 􀁾􀁮􀁤􀀠reduce PGIIell14n! dalJli\gs. CO"ltrnl1ou$
􀁉􀁾􀁴􀁨􀀤ttQ..Jirt: fewer liningS tlnr; eoonaclionsend less labOl 10 "Sial!. d.::! I?n Tn J, T • • • r"r 
FAX NO, 8173670510 Jul. 18 2001 10:52AM P14FROM Northstar Construction Inc. • • • 026101ADV BuyUno 0005 for a variety ofapplications. CulVerts 􀁃􀁶􀁬􀁶􀁰􀀮􀁲􀁬􀁾􀀠are 􀁥􀁡􀁳􀀺􀁾􀀮􀁾􀂷􀀠􀁤􀁲􀁡􀁾􀁲􀀺􀁥
􀁤􀁾􀁭􀀠I'\DS tulvenf:)ipe;ii ls,ilgNB' atid 􀁥􀁡􀁾􀁬􀁧􀁴􀁯􀀠h'lndl{;' 1l1'lrlinshl;Illha.'lcia\,. 􀁣􀁾􀀮􀀮􀁣􀁲􀁾􀁴􀀹􀀠Of 􀁥􀀨􀀩􀂷􀁴􀁵􀁯􀁡􀁾􀁡􀁤􀀠meta:, 􀁲􀀢􀁳􀁵􀁬􀁾􀁩􀀢􀁾􀀠in reduced
lat)or 􀁲􀀺􀁏􀁾􀁉􀁓􀀬􀀠AOS CI/1VGrl f.lp$ hS,:i:>: t:;):. 􀁣􀁥􀀺􀁾􀁬􀁥􀁬􀀱􀀮􀁬􀁯􀁡􀁤bearll'\Q SUiH'Igln. :-neeIing 1M lov9Mel rGQulreme.,ts, it 􀁩􀁳􀁡􀁰􀁾􀀠􀁰􀀡􀁯􀁶􀁾b", tn:>sl State
depanmen\s 01 􀁉􀁲􀀳􀁲􀀧􀁾􀁯􀁦􀁴􀁡􀁴􀁩􀁣􀁮􀀮􀀠􀁾􀁦􀁬􀁤􀀠1Y\et'l}' 􀁣􀁯􀁵􀁮􀁾􀁹iff'ld fecal regulalOf'I 1!9fJfdGS AOS: cult-en 􀁯􀁩􀁰􀁥􀁩􀀤􀁾􀁡􀁩􀀡􀁥􀁢􀁬􀁾􀀬􀁩􀁮􀀠'n".I2". 15", IS"and
􀀲􀀴􀁾diameters, i(\20' ;"tandHrd !Sr.gfhs. li'arklng tots ihe CS!Jt,'\t)!I!tyof A03 tubln;j make... n 􀁾􀀤􀁾􀁉􀀧􀀺􀁇􀁉􀀺􀀱􀀮􀁕􀁙􀀳􀁵􀁫􀁡􀁨􀁩􀁥􀀠10f f\iYkl.1glo! appli. cau'3I'lG. EXCEl
len! oefleCticfI 􀁇􀁵􀁡􀁬􀀺􀁾􀀺􀀧􀁴􀁳􀀠•natls ADS M)ing 10 res;" cr:!i,o: IO.!di!1g 􀁃􀀼􀀼􀁾􀀺􀁬􀁤􀁾􀁩􀁯􀁮􀀤􀀠",ithoU! darr.age. Atrporl Runways AifPOft r:Ji\waj$:lufler horf) thoe r:c/f'16
W>3t9 ·mltlll:ld prt"lbl()fnS us I":i£lhways a!1:;1,/uads, 'l'l'nefCflS cO'lvgaltn.'1 􀁴􀀾􀀺􀁜􀁾􀁊􀀬􀀠concrete OfC!sy pipe hav.;: Dilen 􀁷􀁬􀁾􀁥􀁲􀁾􀀧􀀠used in toe past, C(lrr\)Gated
􀁰􀁯􀀡􀁹􀁥􀁴􀁨􀁹􀁾􀀠ane tubing has recenlly tJean appoved 1:iy1he 􀁆􀁴􀁤􀁥􀁲􀁡􀁾􀀠AViation Admir'\l!:lratrcn IOfvse i:\s col19Clor systems, OJ live:fs 􀁩􀀺􀀱􀁴􀁊􀁴􀁾􀀠􀀡􀁬􀁬􀁮􀀢􀀧􀁊􀁾􀁹􀀠􀁵􀀧􀀱􀀰􀁴􀀻
􀀡􀁴􀁤􀀧􀀺􀀱􀁬􀀢􀁬􀁾􀀠Golf Courses Golf coutse$ 3'e 􀁾􀁰􀁴􀁬􀁊􀀤􀁲􀀩􀀮􀀠gre$nW'ld 􀁾􀀾􀁹􀀮􀁾􀁉􀀮wilh Aos lubir.g. ADS tubing :esf!::!,", ro: ar'd is I:sxible. co i!fOlIOW$ 􀁾􀁲􀁾􀀺􀀩􀁬􀁾􀁨􀁤􀀠OOn!Ot.
n and 􀁾􀁣􀁴􀀺􀀬􀁰􀀺􀂣􀀠If) 􀁗􀀧􀁩􀁤􀁦􀁈􀁾􀀠grt'rJnd Ob$fad$$, :rs adapfablelo.a wide range I)! soH 􀀨􀀧􀀺􀁃􀁮􀁤􀁩􀁴􀁈􀀺􀁾􀁍􀀮􀀠including sand :(80& Iha! 􀁃􀁏􀁩􀁬􀁥􀁥􀁴􀁷􀁡􀀡􀁾􀁦OJ areS\J'b.
jeel to e'Oz,ion. ptoperlnstall.aoon Js an .mponant factor, and ADS pro'lides Ct:JailediJ"lstana.lIQI'\ tElcomtnel"'!:!al!or,g '('If iWcry tyPe 0.' sc:ii and 􀁴􀁯􀁰􀀨􀀩􀁮􀁴􀁡􀁰􀁾􀁬􀁣􀁡􀁪􀀠conci:'iott
AtbleticlRe.necatlonQI Strong: end 􀁤􀁵􀁲􀁯􀁢􀁾􀁯ADS !uci09 p:o ).1desyesr arteryearot teflable drainage wllh rt,!r,I'lt<if rrainIEna:1Ce, 10 kEiep lan..1.iCapes as hardy as they an!
􀁢􀁯􀁡􀁜􀁊􀁾􀀠till.iL S!ope 􀁤􀀺􀀬􀁥􀁩􀁦􀁬􀁡􀁑􀁉􀁾􀀠iseasyw;thADS, 􀀡􀁾􀀠sandlor oTt:p.r prob:Hm 􀁾􀁏􀁩􀀧􀀡􀀬􀀮􀀠ADS Oml.' GUard k9Sr;:r. 􀁡􀁾􀁡􀁬􀁮􀁳􀀠flowl:-.g. In th;;, 􀁃􀀶􀁾􀀧􀀢􀀠of
􀁣􀁲􀀩􀀢􀀺􀁾􀀺􀁩􀁯􀀠􀁦􀁩􀀮􀀻􀀬􀀡􀁾􀁡􀀠a.,{: 􀀨􀀩􀁉􀁴􀀧􀁉􀁾􀁲􀀠places whem it is desirabl!lt to use the ilroaS a9 SO('!"t as p:)SSE::):e eJte( a downPOUI. the ADS drainage 􀀧􀀱􀀮􀁾􀁥􀁭􀀠PIOvides
runo;frhalke:eps i,tp 'Niltl !airJesll, Vlllity Compantv, P:Jhi[r. ulilitle!l511d mant.ftacturinc cO"!'\· PMicsliave eXj)e'tief'ICl!ld 􀁰􀁲􀁯􀁨􀀡􀁴􀁴􀁾􀁾􀀠with 􀁾􀀩􀀨􀁣􀁥􀁕􀁗􀁾􀁲􀀤􀁲􀀡􀁲􀀬􀀠coal
har<01iog and 􀁾􀀻􀁛􀁴􀀩􀁲􀁡􀁯􀁥􀀠operaticfI.1n thswinier. free?'· 􀁩􀁮􀁾􀁴􀁾fwet 􀁣􀁯􀁾is ft 􀁰􀀨􀁯􀁢􀁬􀁴􀁬􀁮􀁾􀀮,vhile C\i:it\g 􀁴􀁉􀁾􀁥􀀠'A"!umgr 􀁲􀁮􀁯􀁲􀁩􀁬􀁬􀀺􀁾􀀬􀀠􀁾􀁯􀁡􀀡􀀠pilei>
􀁯􀁦􀁬􀁾􀁮􀀠musr bt sprayed 􀀱􀁁􀀧􀀡􀁩􀁾􀁷􀁡􀁬􀀦􀁴􀀠to redUC9 coal dust aM 􀁥􀁬􀁩􀁲􀁮􀁩􀁮􀁻􀀮􀁮􀁾􀀠sp-:t'Ite-"\eous combuWQl'l. The ADS c;1ftlfoage 􀀧􀁓􀁹􀁳􀁴􀁾􀁭!Jti5ri"S corrogated
􀁾􀁯􀁴􀁹􀀮􀁴􀁨􀁹􀁬􀁥􀁮􀁥􀀠􀁩􀁵􀁾􀁩􀁮􀁧􀀠under me (XlI t=lfe is an ellec;lvem£lans 01 raJTlQving exoess wahn, Filter protect 'Ie wrap is re()t.:lred to j)fevent particle.':! of SOil !)I"coal
rrCl'l'l orilarlng 􀁾􀁴􀀭􀀬􀁥􀀠lubin(} Mining I\OS lvbiOQ: OfleIs !oW¢)st 01 􀁩􀁲􀁳􀁴􀁾􀁬􀁬􀁡􀂷􀀠ttOn pl'us exceilern pelloftJ'lanee 􀁩􀁾􀀠cor. (csivu alld 􀁾􀁢􀁾􀁂􀁽􀁪􀁬􀁶􀁡􀀠eOVTronmen!S.
solving mine'fsla'9(:fwater 􀀻􀀩􀁲􀁯􀁾􀁥􀁭􀁳􀀬These inc1vde dfQil"egf'l of coel piiss. l'lOliowAI'ls, 63,lh dams, (lam QVijlrll=:ws, Glr(1cc\s, dtlep 􀁳􀁨􀁡􀁾􀁴􀀠mInes:, gm-dimer.13·
tion P01":06, and ioads. R<IIIlrOClcil Poor ralltlad draillagsonen results in an unstabfesubbase and unMf!:: cOl'ldj· 􀁴􀁩􀁴􀀩􀁉􀀧􀁉􀁾􀀮􀀠ADS hJbino Is used at) I"ew proj' ects 􀁡􀁾II'JQ.!I
as (0 corree! problems r.3uSQd by OXCQs:(: walBt in exislinQ ,.!loeds. ADS pe·1orms under S.Vere Icat;int;: 􀁡􀁾􀁾􀁾􀀱􀀺􀀻􀁣􀁡􀁊􀁩􀁯􀁮􀀤􀀮􀀠maklrlg II jdaallorrailroad 􀁢􀁾􀁤:hinag•.
GralnJCommolUlyAerotton ADS Sl(!:"atioo nipe cell be 9iSily .dept.a t¢ aillypes 01 􀀡􀁬􀁲􀀮􀁩􀁾swagefaCiliries (leMpaa-1' aa wen 86 permanen;). ineicd;lg ",elol b:j.ldir.gs. fO<.tfld
s!!os ar.d wooden nins, res1tlling in uniform alr":low. 'ftIcllnlcal Nol"• ADS com:galed 􀁐􀁯􀁴􀁶􀀡􀀩􀁴􀁾􀁹􀀺􀁥􀀢􀀢􀀠tubng i. suuclulally designee to be used .scu1vrttt pir.e and (01
OIher h9V\< 􀁤􀁵􀁬􀁾􀀠 dtainageal'oiic81icr.s.lhi.co"ugaledpllje rnajl (11$\'1 􀁲􀀮􀁯􀁾􀀠r\:iapted to olher drainttgl; 􀁮􀁾􀀪􀁣􀁩􀁳􀀬􀀠Appll;lblO Sp8<l1ltoaliono Ind Inat.II.llon (luldelifte,
1. A$TM F40.5, Slanda'dSpeclflcauon 􀁦􀁾Co""oaled POlyethylene Tubing ana Fin1ngs, 2. ASTM F661. Sland"dSpocificoliM:¢1 Large: OJ3M$ter Corrugate" POly· aUWi9ne lenino and 􀁆􀁬􀁴􀁬􀁩􀁮􀁾􀁳􀀮􀀠3.
AAtHTO M252. 􀁓􀁴􀁑􀁮􀁾􀁡􀁲􀀺􀁦􀁓􀀺􀀾􀁥􀁥􀁩􀀱􀁩􀂭cHI;on 'or 􀁐􀁾􀁉􀁙􀁃􀁬􀁨􀁹􀁬􀁡􀁮􀁥􀀠CO(rugaled 􀁄􀁲􀀮􀁩􀀢􀀮􀁾􀁡T"blng.4. MSHTOM294. Sland.rdSoocifi· caJlo.1lor Co,ruoste.c Potyell':r)'!ene
􀁐􀁩􀁾􀁥􀁥􀀮􀀠12"to24"diamete'. 5. ADS Ins:alletion Guide!ines1orC'.,II.. veri and Olher Heavl'Duty Drainage APRI;caijOI1S, ADVANCIiD DRAINAGE S'lSTEMS.INC. 
I SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS I 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V. CONWAY, P.E. JOHN W,BlRKHOFF,
P.E. JOE R. CARTER, P.E. GARY C. HE!'IDIUCKS. P.E. PAUL A. CARLINE, P.E. MATI H[CKEY, P,E. ROSS L. JACOBS. P.E.. April 18,2001 1. C. FINKLEA, P,E, Mr. Steve Chutchian, P.E. Assistant
Town Engineer Town ofAddison Post Office Box 9010 Addison, Texas 75001-9010 Re: Easement Park Drainage Improvements Dear Mr. Chutchian: We are enclosing one set of the preliminary construction
plans for the first phase of the drainage improvements in Easement Park for your review and comment. Upon completion ofyour review, please notify us of your comments. From the water
main locator sheets provided by Addison, we have located on the construction plans the approximate location of an existing 8-inch water main in Easement Park. We were unable to determine
the exact location oflhis 8-inch water main. To avoid conflict with this existing water main, we requestthe water main be,dug up or potholed and the location and elevation be determined. "'" 􀂢􀁾􀀠0'" 41.40\ Grading and landscaping plans have been omitted from the current set of construction
plans. Upon completion ofyou review of the preliminary plans and the location ofthe existing water main establishedltr, these sheets will be completed and added to the construction plan
set. We are also enclosing a copy ofa brochure for a product called Draincore from Invisible Structures, Inc. This Draincore product could provide a solution for the 0.76-acre drainage
area. The Draincore system could be connected to the proposed grate inlet shown in the phase one improvements and would alleviate the need for concrete flumes berween homes in the Les
Lacs Garden Homes subdivision. Please review this brochure and advise whether this is an application that the Town would like to consider in this design. Weare available to discuss this
project further at your convenience. 􀁑􀁾􀁾 John W. Birkhoff, P.E. Enclosures
 • • * NORTHSTAR CONSTRUCTION, INC. * GENERAL CONTRACTOR 309 BlRCHWOODLANE 0FFIc£:(BI7) 367-3f to FT. WOR1H.7ExA.s7GI08 F,AX:(817)367-0510 LETTER OF TRANSMITTAL To: Town Of Addison Date:
July 17, 2001 Public Works Department Attn: Mr. Luke Jalbert 16801 Westgrove Project Manager Addison, Texas 75001 Re: Easement Park Drainage Impr. Bid No. 01-30 WE ARE SENDING YOU: X
Attached __Under Separate Cover via the Following _______ X Submittals Prints-X Shop Drawings __Samples __Specifications __Other COPIES DATE DESCRIPTION 3 3 3 3 7116101 7116101 7116101
7117101 Trench Safety Design Concrete Mix Designs Pre-Cast Grate Inlet Shop Drawings ADS Polyethylene Tubing Data Sheets THESE ARE TRANSMITTED (as checked below) : X For Approval __Approved
As Submitted Resubmit_Copies For Approval --,.,--For Your Use __Approved As Noted --Submit_Copies For Distribution X As Requested -:-_Retumed For Corrections Retum_Corrected Prints __For
Review & Comment, ________________________ COMMENTS: COPY TO : BY: 􀁾rtLl..} a Michael A. Heimlich Vice President 
TRENCH SAFETY DESIGN FOR USE AT EASEMENT PARK DRAINAGE IMPROVEMENTS TOWN OF ADDISON PREPARED FOR NORTHSTAR CONSTRUCTION, INC. JULY 16, 2001 
TRENCH SAFETY DESIGN NORTHSTAR CONSTRUCTION, INC. Introduction This Trench Safety Design is for use during construction of storm drainage improvements to Easement Pari< in the Town Of
Addison. The primary method of providing trench safety for this project will be the Sidewall Layback Method. Trench shields may also be used if the need arises. This design applies to
trenches exceeding 5 feet in depth, or to trenches less than 5 feet in depth where the possibility for cave-in exists. Soli Characteristics This soil will likely be classified Type B
based on field observation. However. the presence of seeping water from the irrigation system could result in a Type C classification. Trench Safety Design A. "Occupational Safety and
Health Standards for Construction" (29 CFR 1926 Standards) are incorporated by reference. B. Sidewall Layback Method -Generally. laybackS will be in accordance with Appendix B to Subpart
p. of 29 CFR. Part 1926. C. Trench Shield Method -Trench shields will be installed per 1926.652(g) "Shield Systems" of 29 CFR. Part 1926. If this method is deemed necessary. trench shield
certification data will be submitted by local equipment company providing shields. General A. Ladders shall be installed in all trenches 4 feet or more in depth. A ladder will be within
20 feet of all personnel and will extend 4 feet above natural ground. B. Two feet minimum adjacent to the ditch will be kept clear of excavated material. Site Specific The maximum trench
depth anticipated for this project is 6 feet and the total length of trench excavation is approXimately 370 feet. The planned method of providing trench safety is to bench the sidewalls
as shown on the attached sketch. However, if obstructions such as other uIllities trees. or landscaping features prohibit adequate space for benching, trench shields will be utilized.

/{/"-j "-"-"-'hI "-T)Fc.. S So,\ "-"-" H 􀀬􀁾􀀠/' /' /' " "4' /' I . ':> ,/'/' T11" C. 'S...\ ,3.5I 0'YID.'k. _L. CI SIMPLE BENC.H METt-IoD 􀀨􀀢􀀬􀀬􀁾􀀠\\ 􀁾􀀠s'o" ') 
I I' i \ I , I 1 CLIt:NT: NORTHSTAR CONSTRUCTION JIlIy j 6, 2001 ! 1 PROJECT: EAS£MENT PARK DRAINAGElMPROVEMENTS f ADDISON 1 i l MIX SPECIFICATIONS: MIX DESIGN NO. no j APPLICATlQlII:
NCTCOGCLASSA UQUIRED STtlENG'm 300&1'61 1l'L.\CEM£NT SLUMP ) INCH +J. 1 WICItATIO 􀁏􀁾􀀧􀀡􀁉􀁉􀀠LBILB jAIR CONTENT 4 +j:.l ¥.t % MAXIMUM TJ:MPltRAnIU 100DEGREIUI F MATERIA'S ASfM SIANDARDS
WETGHTS(SSD) VOLUME I CEMENT ASTM CI50 TYPE lin 4'1t l ilILYASO ASTM Cli18 CLASS C 1 COARSEAGG. ASl'M C33 SIZE NO. 57 1850 11.416 ,I COAHSEAGG. ASTM Cl1 SIZI: NO. lLIGHT WEIGHT ASl'M
C330 J jFlNl!.ACG. ASTM C33 FlNEAOO. ASTM Cll ADMIXTIlRE ASTM <:494 TYPE A6J'D 3-6...Jewt ABMlXT(iRE ASTM C4!l4 TYPE F 00,0 i ADMIX'l1.iRl: ASTM 060 .25 -.. oo:Icwt us ,1 WATER 235 l.n
􀀺􀁾􀀠il iZ1.oo 1,ASl'M C!I4 STANIlARD.SPUmCATlONS IIOIlIU!.4DY·M1XED CONCRETE STATES AS FOU. .oWS: " " "WHEN TIlE CONCIlE'l'K STIlJl!tGTR 15 USIDAS AJMSIS i!ORACCEPJ'ANCE, 'l1D: MANVFAC'IlIllER
SBALLBl.EN'lTILEDTOCOPUSOJ'D:STUPOIlTS... TJD:lNDIVmUALWBOSAMPLl:SAND'I'ESTS CQlIICRIID: MUST BE CItlbU'UO AC! LI;VEL J. " ADDJTIONAL WATl:RADOED IN EXCESS OF SPECIJ'IED SLUMP 15 AT
CI)STOMEllS RlSKl REDI·MI)(, L.P. GENE!IA1. OFAC£l1401111.laGhU\uf DM, QlIIo tM, eanoillon. T_ 75007 I'IICV>IE' ($72) 242-4S!i{) FAX: (972)a2S-G78l1 
l\lIlD:r"'lUX, llllC • 14'5 Ila.QA:aTllUa mIlVII, 1Iln'lll 1.116 CUIIOLI4'CIIlI, !1':11: 1500'1 19'121 243-4550 􀁾Distr:ihu1:i"" II.n&lpis 21 Dar c:.,..,......._ BtHllgeh Mix. 110 1"."
3000 plOi 07/16/01 IIt'L1I: DIlSCaZ"'lOl!! Hav..ng .iWV' :3 Ai:: CCIll 7 day 28 day 28 .say Sl_ COAt 'lIop Caap eo...., 􀁾"'''I>\'. m ..21 .. deq 11 PI':I. psi pa.i--13'14311 '.50 5.<1
U 3370 43<10 137453 5.00 '.11 eo 3550 .110 1376511 &.CO <1.6 co :i74.0 1215 12.' 10t07 II. ISO 1.1 '1'1 U80 '.20 43':! 1096'S 5.00 4.' ,. 31160 .9110 1635 10U77 S.OO 5.2 7' 3700 t!)40
'851) 109'168 5.1i0 5.9 68 2850 395$ 4'lIe 10117'1S ',75 5.1 6\1 ,.ao .toe '404'1 109785 5.25 '.9 lit 32&0 .125 U1! 1.0111"22 6.50 6.1 > 11 31i00 .720 .430 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭109841 5.00 5.0 70 auo ti95 USC 1011936 5.25 5.1 71 3020 3990 'UIl U19952 S.Oo '.e 71
lUe 4390 4322 100040 5.25 4.lii ill .21110 3830 40S'),.100it4 5.00 5.lI 3150 3825 .012 .012 100511 1.50 5.9 13 3230 leiS 3850 1001116 !I.OO •.8 74 3380 lUll nil:! 1005111 5.25 6,1 >
12 3110 SUS 31122 10054& 5.00 6.1 :'> 13 3020 35115 3U5 13'401 5.00 4.2 11 '6'10 095 39.2 __________• ______________________________________________________w _____ 138&09 ••7!! 3.9 '13
3'110 4725 4212 13Ul!I 5.00 5.1 '10 3860 5110 "'&3 100744 5.00 6.1 > 75 3370 4600 .1112 10075. 5.50 S., 74 3300 4100 UD3 1007..2 5.25 5.2 75 :!IIIDO 5265 4655 138825 5.50 '.6 76 261'10
3lIBII .41'1 􀁾􀀸􀀸􀀲􀁙􀀠'.7S 5.0 75 28110 31175 4375 13BB,g 4.25 4.3 11 3180 41115 401!! 1>. 1 
􀀡􀀬􀀬􀀬􀀬􀀬􀀬􀁾􀀠Diatdb...u.... , 28 Day 􀁾􀀱􀁟ItnIDgth I!IcIvoinIJ II.Y!I' 3 1I.1:a:-e_ 7 <lay 28 <lAy 211 clay ll..,.w. 111""" etmlo 'l'IIIp c""'P C""" C_ m ..... Ii cloogl' pe" pILi.
pat 1012f3 5.25 4.0 '14 33'10 4535 .232 1IIIC85001 5.25 '.0 18 211!JD .,40 .353 􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁥􀁯􀁵􀁾􀁴􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭30 3D 50 ao
21l 􀀦􀁶􀁷􀁺􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭!;. 0' 􀁾􀀮􀀱􀀠'2 3358 '309 .,07
􀁓􀁴􀁥􀁮􀁤􀂷􀁾􀀠Deviation 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭0.10 0.6 􀁾􀀠355 460 319 RanQe 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭••25 3.0 60 ano UI.S 3695 I I 1i.50 Ii •1:> '19 596Q SUS 4850 Coefficient
or V&:I:'iauon --------------------------------------------------5.118 1.2.10 '.U 10.58 10.20 '1.40 P. 2 
i I wr. 4'-0'--6000* 1. CONCRETE: 4500 PSI 2. RE1NF.: GRADE 60 3. 4')(4' GN..V. GRATE 4. EXTENSION SECTIONS AVAILABLE 5. MAX. PIPE SIZE 36" WI 30" IN ADJACENT WALL 0469a CATCH BASIN
NO. 4848 4'-O"X4'-0"X4' -0" Amerioan Industrial Pre-Cast Products P.o. BOX las I-J..Vfoll.NJO, TEXAS 7e009. METRO: 817-477-52B6 501 EAST BAXTER SEGUIN. TEXAS 78155 8:30-401-0555 
4 'Iff. 3'-6"--4815* 1. CONCRETE: 4500 PSI 2. REINF.: GRADE 60 l. 3'1(3' GALV. GRATE +. EXTENSION SECTIONS !WAlLABLE 12", 24", 36", OR 4S" 5. MAX. PIPE SIZE 30"RCP 0469S CATCH BASIN
NO. 36 3'-O"x3'-O"X3'-6" American Industrial Pre-Cast Products P.O. BOX 365 ALVARADO, TEXAS 76009. 􀁍􀁾􀁒􀁏􀀺􀀠817-471-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 830-401-0555 
---Grates -Heavy Duty K& B Steel Part No. GHD • A Dlv. OfWablllndu5\rlslI, Ino. Allowable Wheell.oads On Ail.STHO Spcea !..o1lCl AT AllOw Worklna Sttees 1600l!# .20 􀀵􀀷􀀰􀁾􀁟􀀠AISCSDliC$
!..olld At YIeld VlelCl strsE stress 1.7 safety FactOr 48 􀀲􀀷􀁾􀀳􀁑􀁄􀀣􀀠Grate SlZu A B C 28 liZ" 28112" 31/4" 281/2" 40 112" 31/4" 401/2" 40 112" 31/4" 40112" 52112" 3114" 52112" S2112'
31/4" 1141/2" 841/2" 31/4" Certltlcates Upon Request ClI!Itom SIzes Upon Request Olear Opet1tng 75.3% c K& a 8tetl: Route 1. Box 88 Clarkavlllll; Teul 7842. (BOa) 427-39&0 FIlX (103)
42Ni817 
ADS corrugated 􀁂􀁾􀀡􀁾􀀺􀀺􀁁􀁮􀁾􀁾􀀵􀀠 polyethylenetubing We'll 􀁳􀁨􀁯􀁷􀁾􀁵dozens of reasons wily it's #1inthe 1cD'id. !!DIllS ADIi>NCED rlRllJNAGE I!iYSTEMS. !NC. Alddns S3HsnH 􀁤􀁥􀁇􀀧􀁾􀁯􀀠to
􀁾􀁬􀀠rnr 
C0frugalGd pOlyelhylare :ub.ng f;om Advanced D:al(\.age:Syslerr's.loc pro\-:jes ;rears oi !rouble-'free draillagein a \.vid6\18oetyc<t appEcalicns, at a cost 0; jJst penn!!?s PH foot.
Ugtltv.rcight ADS 􀁾􀁵􀁢􀁩􀁮􀁾􀀠is available i" contln:"QuSCOite(f langths. orin sttalght lengths and is flex.ible and easy !o install. requm19 lass fabor them trad·tlor.s.' 􀁤􀁲􀁂􀂷􀁮􀁁􀀹􀁾rnater;aI
3 .. ADS tubinG ',5 manufac!t.:red w-th high 􀀱􀁥􀁮􀁳􀁩􀁬􀁹􀁰􀁯􀁬􀀺􀀬􀀻􀁥􀁾􀁨􀁹􀀡􀁰􀀮􀁴􀀧􀁴􀁥􀀠resi"'!, a vi'tuaily chemicall'jiner, ,11alefia" so t rc::isls CQr'ro'Sicn 3nd abtt.lsio:'"'l,
er,d won't ru:. nl3torbrEax: do'J.'f1 dcr:f1G MOdling. ACS. grRin o:>er;lt!on pine contains sp.aclany jesigred peffer allons w'lh a durnb!o, knitlOd pOlyester 􀀧􀂷􀁳􀁣􀀬􀁾􀁲􀀮􀀢􀀠wrep
􀁢􀁭􀁡􀁾􀁩􀁭􀁩􀁺􀁥􀀠air 'low and prevent res!deron of ttl? pel lo'arion:'), A fvlll'ne of accessory fi!i::!i;JS F.nj ccuplings i"lelp simp·[\' e'len the most challenging lostJUotic,ns.
ReSIdential and Commerctal Construction Jdeal for an homcs·te and cornml.Hcra! drainage. ADStuDin.; IsJgh!Gt, e2sier 10 !"laod!e, anc (eqllHes less ti:neand equipment toirstal! than
PVC. clay. 􀁃􀁏􀁮􀁃􀁾􀁥􀁬􀁥or CGfhJg<tiOO melal. 04DS snap-on 􀁾􀁩􀁴􀀺􀁩􀁮􀁧􀁳􀀠and CQI.Jp!lp..gs Keep tn· stallalicrl 'ime and !COO( t:) a trtit'llmum, Choose ADStubing ExterIor foundation
drains are neces· sar, fcrboth 􀁾􀁥􀁳􀁩􀁤􀁥􀀺􀀱􀁴􀁩􀁡􀁩􀀠and inouslrial tluilt1!ngS, b'3 ow the: !evel of It"1e ·owesr IIXf. wnel9 high water :abies lnd ra!r'!􀁾􀁉􀀬􀁦􀁡􀁴􀁥􀁲􀀠result
10 weI basements. These drains are placed to collect and chan(le.I 􀁷􀁡􀁴􀁥􀁾􀁡􀁷􀁾􀁹irom k:X:.lters gl"lO base· ilen! :,.val!s :oasuitabre ou!let. Inferior foundation draIns whe:-e
groiJPd water is a problem. these dra!O$IOlterzept wate, 􀁾􀁨􀁡􀁬􀀠Oill(lJfWISe '.voulc gain ;;-ntry 􀁴􀁨􀁾􀁏􀁬􀁪􀁧􀁨􀀠me !Jasen-,en! wa;;sorflo.:'Y. Oown'pout,un.ofl drains usi"" cor·
,ugalecl plastic pipe ale used 10 channel 􀁷􀁡􀁴􀁥􀁲􀁣􀁣􀁬􀀡􀁥􀁣􀁾􀁥􀁤inthe /Oof Ql:tters 10 areasaooyfromtheOlJudtng. Tnesa can ce dlschalged inte storm sewers, ,n:O the curb atthe
edgeo! theslr ••t, 01 into oUler suitable ourlel'S. i..ow-apotdrainage if, lawf's or yardS can be accornplistted using SI..?"!ace inlets and cOTrJgated pclyetnylene rubirg 10 col eel
and cany Ihe "aterlO a storm sewer cr other disposal a "ea. Basement window well drainage prever.ts 􀁮􀁾􀁬􀁦􀁬􀁗􀁡􀁴􀁥􀀻􀀠from seeping 􀁾􀀧􀁦􀀱􀀠(he foundation .....·all ane e""!tering
the oase· ment. ThisIsacco-np]shed byrlJnning a lengt,"} of non·perloratec lUt)irg frOm the drair in HiB bOltom of 11e well to the cllspoaaJ are-a, Driveway and sidewalk underdraln·
􀁡􀁧􀁥􀁾􀁳􀁵􀁳􀁥􀁤􀀠to prevent tr;:}s: damage Of cavem::!"'!t dE-lerioration dL·e :() ,;n.stnbJe 􀁢􀁡􀀤􀁥􀀤􀀮􀁬􀁮􀁳􀁬􀁾􀀡􀁬􀁡􀁴􀁩􀁯􀁲􀀮􀁯􀁩􀀠perforated drain· age tlJbint] in a ned of
gravel allows :he water :0 drain 01..: 01 me base CO-ftS€l: andbe chfinneied away from the pavement. SB2 gr.""I·less,..,plic syslem, H recent ir.novalion, is const:ucted of 8" an;:l1!)"
tubing encased in a splml bonded nylon mesrl tna:enal, Drfiln Guard 􀁰􀁲􀁯􀁴􀁥􀁣􀁾􀁩􀁶􀁦􀀬􀁷􀁲􀁡􀁰􀀶􀁲􀁲􀀮􀁤􀀠e11m nales the needior gravel. Alternately, of thA mesa comm:m methods for
ho-ne 􀁷􀁡􀁓􀁬􀀹􀁾􀀠water disposal £:Ire o-op:rc lank leach fields u:i izing 4# ADS :u bing, whic""! fealuresvlrtlJai Irr·mtJn!t)':o tha 􀁣􀁯􀁲􀁾􀀠rosilJ€-environment founc. Jr' !ie.otic
tank leaoh ';';Ids. Highways andROGcts Excesswale; i'1 :hesubbase of high, way paveme-fits is tho leading CaiJse of pavement laUures: !I1e acverse .fleets of ifladequate drainage are
evidem in hignways which beg.n lodetenorete afteron:ytwc!o ,hreeyears. ADS cormgaleo polyelhyleneberm and un::lerdrai:1S coUacl and remove excess 􀁳􀁵􀁢􀁾􀀠base water and reouce pavc'ncol
damage. CO'ltint;cus ler.gths req..lire fewer liliings anc c,:;mneclions and less labOllo nsta:! • • • 6.1.1O-685-l.18 Alddns S3HOnH 
• • • 026101ADV BuyUne0605for a variety of appliccllions. Culverts Cvlv8' IS; are east}' 􀁤􀁲􀀨􀁭􀁾􀁥􀁲􀁪􀀠..vitti ADS culvert pipe; it is lignte' aiO 􀁥􀁾􀁳􀁦􀁥􀁴􀀺􀁯􀀠􀁨􀁡􀁾􀁬􀁣and
install tha:"! 􀁾􀀺􀁡􀁹􀀬􀀠concrete or t.;<):r"'gatad meta, resul:l'1\';t in reduced labor costs, ACScu!verl pipe 􀁨􀁡􀁳􀁥􀁸􀁾􀀠ce!;eot load besnng strength, :'fleeting Ihe toughes1
reqUIrements. It isapp,over.! by 􀁭􀁾􀁳􀁴slate deparlmentsol IraroS;x>rtalk:fl. and many county and fecal reguI3ta:! 􀀤􀁧􀁥􀁮􀁾􀁥􀁳􀀠ADSculvert plpeisavailab1t7ir,1:J", 12", 1511, 1B"and
24' diamelers. ;020' "Iao:'lard ler.gths. Parking Lots The dlli'ab:lity of ADS t1Jbil)g makes il 􀁴􀀡􀁓􀁰􀁥􀁣􀁩􀁾􀁬􀁾􀁹suitab'e for 􀁾􀁲􀁫􀁬􀁮􀁧lot 􀁮􀁰􀁰􀁊􀁩􀁾􀀠c.a:ixs. Exce lent oe1lectlCJ1
qUBules cnahle ADS :uQ;ng to resis: cr:tk..ai lOading c»c,di:<>n, 􀁷􀁾􀁨􀁷􀁩darrage. Airport Runways Airport r ..mway$i suiter hom 􀁴􀁨􀁾􀀠same 􀁷􀁡􀁬􀁦􀁉􀁾􀁲􀁥􀁬􀁡􀀺􀁥􀁤􀀠pfol:)le>rns
as higl1ways and roads, '1lh#feas co'rugl:'ded i';leel, concrete or clay pipe have been 􀁷􀁩􀁾􀁥􀀡􀁹􀀠usoo'ir tr;e 􀁰􀁡􀁾􀁴􀀮􀀠corru);ated pcfyethyl."9 lublng has recently been3PProlied
by tne Federa! AViation Admliiislrahon lor t.se as Collgctclr systems. ,:::, ';'letls and flm'lJ(!Y u'I(!p.fd,;:.-.','is Golf Courses Goll courses a'ekeptlJsh, green <>nd playa:llewlthADS
lubicg.ADS!ublng reSISts rot 3rd is f:exibie, so it to lOINs grOt.ind centour'S nnd 6dap!s tour:der * ground obstacles. T.adaplsbls to a wide lange o! soil ccndrtJC'ns. m:luding sand
!raps Ita! coilact 'Nat$:(Oi are sub· jecl to e'-osion. Proper installation is an .mportantfactor. and ADS pro,,;ces oeialled installation fecommepd21lor-oS ter aver:...· type of soil
and topograpl1ical cOl1di:«ln, AtlilellclRecreatlonal Strong and 􀁤􀁵􀁲􀁡􀁢􀁾.ADS tubing 􀁰􀁾􀁯􀂷􀀠v'ides }"t!ar after year of reliable 􀀺􀁩􀁲􀁡􀁩􀁩􀀱􀁾􀀠age will) m!nl"allT'aJr:renance,
to keep 􀁬􀁡􀁮􀁤􀀮􀁾􀁣􀁡􀁰􀁡􀁳􀀠as hardy as they are beautiful. Slope drairage is easyw;th ADS. In sand,' or 􀁯􀁴􀁾􀁥􀁲􀀠prob'em soil,. ADS l.)rain Guard keep.s drains flowing. in the
ca$d 􀁯􀁾􀀠athlatic frards ax olher 􀁾􀁉􀁡􀀻􀀺􀀻􀁥􀁳􀀠Vvhere itisdesirabie to use Ihe areas as SOO"l as possib;e after a downpour, the ADScrainage system provideswnof' to..atkeeps.;p
wilh 􀀧􀁲􀁾􀁵􀁲􀁦􀀹􀀮􀁈􀀮􀀠Wllty Companies 􀁐􀁵􀁢􀀡􀁪􀁾􀀠utilitiessnd manufacturing COmpanies ha>{e 6).;Jerienced proble'is vilth 􀁾􀁘􀁃􀀹􀀳􀀻warer Jr. coal harta:ing and storage operalion,
In thewinler, Ireel· ing of wet coal is a problem, while 􀁤􀁬􀀬􀀮􀁬􀁾􀀠ing tre warmer mooths, COe! piles ollen must be sprayed "'mwater to reOuC9 coal dJst and eliminat3 sp.:>nta1eQU$
combUSiion. The ADS 􀁤􀁦􀁡􀁩􀁮􀁡􀁧􀁴􀀺􀁳􀁹􀁳􀁴􀁾􀁭􀀠􀁾􀁴􀁩􀁬􀀡􀁺􀁩􀀢􀀮􀁧􀀠corrugated polyethyiene tubing under the coal pile Is an gffec;lve means ot leo moving excess V't'ater. Filter
proted va wrap is reql,.ilred to prevent partICles of 􀁳􀁯􀁾􀀠nr coal from entaring ihe IUbif"lg. II1lnf.ng 1\08 lublnll <tIers 10wCQstoi Irst,lIalion pius excellent 􀁰􀁥􀁲􀁦􀁯􀁾􀀨􀁦􀁬􀁡􀁬􀀧􀁬􀁣􀁥􀀠�
�􀁾􀀠corrosive aId 􀀲􀁢􀁾􀁡􀁳􀁩􀁶􀁥env!rQr:ments, solv1ng mln£Helatedwater prob:ems. TIlese inclu,je df81rage of coal pi;es, hollow-ITls, earth dams. dam ovartbws. G.lr dLctS. deep shaft
mines. sedimer.tg(ion p::mds\ and roads. Rczllroadlll Paor rallbed drainage aHen lesu!ts in an uostable subbase and unsafe conditions. ADS tubing is used an new proj· ects as weI] as
to 􀁾􀁯􀁲􀀨􀁥􀁣􀀡􀀠prclJlems cQuced byexcesswater in existing railbeds, !',DSpe'loons under severe toatjing 􀁡􀁦􀁊􀁐􀀺􀁪􀁴􀀺􀁡􀁬􀁩􀁯􀁦􀁬􀁾􀀬􀀠mail;iflg il iClealll . .); railroad bed
::1rainage Grain/Commodity A&lalton ADS ae,.Uon pipacan be easily adapted to all 􀁛􀁙􀁐􀁾􀁳01 grain swage faciH!les (templ::fa,y as waU a. perm,.nem). 'nc,ud'ng metal b'Jildie9S, rovnd
Si;os ard II\tOOde.i nil1s, reslIlI'ng in uoitorm air 1Iow. 'lI!<:hnll::allfctes "OS GOr'llgatect 􀁰􀁯􀁬􀁹􀁣􀁬􀁾􀁹􀀡􀁥􀁮􀁥􀀠lublng is structurally designee to be used as cuiVR,t pipe
and '01 olher heav); dutl drainageappricaticr.s, This corrugated pipe >Y'Iay aiso be i1dap!ed to 01 her drait'lagf:! 􀁮􀁥􀁾􀁤􀀺􀀺􀀾􀀠Appllooble Speclflc.tI",," and InstalfaVon Guidelines
\. ASTM F4Q:l_ Sranda-o Specltlca!l:J(l for 􀁃􀁏􀁬􀁦􀁵􀁧􀁡􀁴􀁾􀁤􀀠Polyetr,,oene Tubing and F1H1ngs. 2. ASTM F667, Sianda'd SpecifiCarior for Large Diameter Corrugated ?clyalhX'3ne TuOing
and Fillings.3_ AllSrlTO M 252, Stan,:lar:fS:>eciil c91'cn tor 􀁐􀁯􀁬􀁹􀁥􀁬􀁨􀁹􀁬􀁣􀁮􀁾Corrugated 􀁄􀀬􀁡􀀻􀁲􀀮􀁡􀁧􀁾1"0109. 4. AASHTO M294, Standard Seec:!icanon tor Corrugated Polyeth)'lenePipe,
12"102A"diemeter. 5. ADS Installstion "uldannes 􀁬􀁯􀁲􀁃􀁾􀁉􀂭vert and Other HeaV'{-DutyDrainage Appr.catio:'1$. r:": 􀀬􀀺􀀮􀀧􀁴􀀮􀁾􀁑􀀧􀁾􀀠.:t" 􀁾􀁾•• _ 1<" •• " ..CO" ,-•...􀁾􀀮􀀠
It's your sign of quallty#1 Inthe land. Sl.IC-SB9-l.1S Alddns S3HDnH 
Easy-to-use heavy-dutyADS fittings • '{-.• •}11 9,-0 an 􀁩􀁉􀀧􀁟􀁾􀀱􀀱􀀠10-·\0" 3'-312 􀁦􀀮􀁉􀀢􀁾􀁬􀁾􀀠S--;11 '2"-12: I q,-_4H' «-au :'i"-51 , ;)'_1511 􀀵􀀧􀀭􀀵􀀱􀁾􀀠ll)'-10't?• Seddl&It'I
􀁾􀀭􀀭􀀭􀀧􀁩􀀢􀀳􀀠􀁃􀀧􀁾􀀱􀀶􀀠S--S':5 ff-Ml !ij"-1J;11. 􀁾􀀡􀀧􀀠.::;./11 􀁾􀁾􀁾... ,,,,.,W,'ll I 􀀩􀁾􀀧􀀠• III 1'1, I I I I 1 I I ) -J01-!(»)' COliS J -2!tl-:!OO Co.ll ,f'-401_2i.)'
(;Oft 􀀮􀀡􀂷􀁾􀀴􀀵􀀱􀂷􀂷􀀲􀁳􀁡􀀠c.,.l$ !!'-SQt-\eo;. 􀁴􀁤􀀧􀁾􀀠5'-551-16$ 􀁃􀁯􀀧􀁾􀀠􀁩􀁩􀀧􀁾􀀶􀁦􀀩􀀱􀀭􀀱􀀰􀁊􀀠􀁃􀁏􀁉􀀡􀁾􀀠e·...}lsl-:(tr Co,h 0"-00<-2' 􀁜􀀴􀁾􀁉􀁉􀀺􀁾􀁽􀀠􀁁􀂷􀀮􀁬􀁴􀀢􀁉􀁾􀁾􀁑􀂷􀀠:3!!1
Qr.-.$ lO'-l;xr 􀀻􀀻􀀺􀀻􀀻􀀧􀁾􀀧􀀬􀀻􀁾􀁉􀁉􀀧􀁬􀁾􀀠􀀧􀀼􀀻􀀺􀀧􀀭􀁾􀁊􀁪􀀠-i;';; 􀀱􀀮􀁴􀁦􀀮􀀧􀁬􀁪􀁾􀀧􀁾􀀠 􀀧􀁾􀀧􀀭'2$1-2:>' 􀀡􀁥􀁾􀁧􀁴􀁨􀀧􀀠 I!: 􀀭􀁾􀁓􀁏􀁉􀀭􀀲􀁙􀁬􀁥􀁲􀀮􀀹􀀺􀁨􀁾􀀠􀁔􀀺􀁾􀁾􀀺􀁾􀁾􀁴􀁾􀁾􀀠
􀁕􀁩􀀧􀁾􀁬􀁥􀁣􀁬􀀭􀀲􀁮􀂷􀁉􀀮􀀯􀀡􀁲􀀬􀀻􀁪􀁴􀀩􀀬􀀠I;;l'-lh'j'-.:'J ll!rlQII't$ 13i)'i'.r.:14Qt 􀀱􀀡􀁉􀁬􀁩􀁬􀀧􀁈􀁾􀀭􀁍􀁡􀀡􀁬􀀢􀁬􀀧􀀻􀀮􀁾􀀠.:ts: tnt. 􀁾􀀵􀀱􀀮􀀡􀁜􀁾􀀮􀁳􀀬􀀬􀀦􀁬􀁍􀁬􀁬􀁾􀁩􀁮􀀠􀁩􀀧􀁟􀀺􀀢􀁉�
�􀀺􀁉􀀮􀁾􀁾􀀢􀀢􀁾􀁾􀁾􀁴􀁲􀀠􀀮􀀢􀁾􀀢􀀤􀁬􀀠􀀧􀁢􀁴􀀡􀁴􀀩􀀮􀀬􀀮􀀬􀁾􀁮􀀠{l1!/zI1-W' 􀁾􀀨􀁨􀀤\ Advanc::..-d Dra,no.fiC SY$.tor'nS. Inc., ,S Americc'sleai1iny narufach;rer of 􀁱􀁵􀁡􀁬􀁬􀁴􀁹􀁣􀁯􀁲􀁮􀀮􀁾􀁡􀁬�
�􀁤􀀠polyethylene pipe. Manufactured cfso:ected po yethylono resins. ADS pipe mee1sthe slrcCtes( prodUCt quslii}l standards and i"lG'U5lry specifica110f\S. In addition, ADS 􀁍􀁾􀁲􀁮􀀻􀁦􀁡􀁣􀁴􀀡􀁊􀁲􀁥
􀁳􀀠a complete line 􀁯􀁾􀀠fi;tir'lgs andcoup'ings. slmpUfyinglnsl;:tHa:lons for highway and construction drainage applications, 'r}' From coast :0 ccast. AOS tubIng ilS available !hrough
l:"1e industry's most .>extensive distntruiton networl<:. Forlhe name of your beat dis;:,ibutor, con1aC1 􀀮􀁾􀀺􀀬􀀠Ihe nearest ADS sales office. 􀁾􀁊􀀠.) J􀀢􀁾􀀠.j \" 􀁾􀀠" 3"'-􀁾􀁏􀀢􀀧􀁬􀀮􀁲􀀮􀁈􀀧􀀱
􀀠􀀮􀀺􀂷􀀭􀁾􀀺􀁊􀁜􀁴􀀢􀀬􀀲􀁜􀁾􀀠4"-*:J)<O!,":.1 􀁾􀁮􀁡􀁰Adapt'. 􀁾􀀮􀀮􀀮􀀬􀀮􀀠-,;:; -a,{,\ ''':'' , ' •:0.". Non·PIt-'......., 8!i1-fC'lIliOSIIl$ 􀀺􀁴􀁉􀀢􀁾􀁬􀁾􀁜􀀠!.)::1 1In·:n;'I:ts
12-.1001 IZS1-lt 􀀺􀀢􀁾􀁴􀁬􀁬􀀻􀀠􀀱􀀵􀀭􀀭􀀱􀁾􀀱􀀠t5.51-z{n..􀀺􀁉􀀺􀁉􀀡􀁩􀁬􀁩􀀡􀀧􀁾􀀠􀀱􀁾􀀧􀀭􀀭􀂫􀀱􀀠'.$1 􀀮􀁬􀁃􀁃􀂷􀁌􀁬􀁜􀁉􀀧􀁉􀁾􀁪􀁨􀁴􀀺􀀠􀀲􀁾􀀢􀀭􀁾􀀺􀀩􀀱􀀠;';4:;11 􀀧􀀻􀀺􀀨􀀢􀁬􀁾􀁦􀁉􀀹􀀧􀀡􀁾􀀡􀀠NEW
UGLAND MICHIGAN LUdlow. MA 􀀱􀀮􀀮􀁡􀁯􀁯􀀭􀀱􀁾􀂷􀀹􀀰􀀸􀀰􀀠Ow(l,$:!C>.J,,1I 􀀡􀁾􀀷􀀳􀀳􀀮􀁳􀁲􀁯􀁳􀀠HOI!THIIASY NO"TM CENTfiAl WiliBs;,BarrE, PJ> 1·8CIH':2:\.-G364 h,'ku;tIQ'JI¢, lL ,·00')·'733-9<149
ATlAltTIC COAST MiDWEST Chrublte.NC 1-aOO-733-6!S-1 !o....aC1!'J,IA t..oo:::l.733-3669 SOUTHEA&i NORtHWJ:!ft lottgwood. Fl ,--800-133-1974 􀁗􀁡􀀬􀁾􀀡􀀾􀀡􀀻􀁧􀁡􀁉􀀬􀀠WA. 􀁬􀀭􀀸􀁏􀁇􀀧􀀷􀀳􀁾􀀧􀁩􀀲􀀳􀀠MI
J)$OUTH SOUTHW£ST Srenw.ood TN 1 ;:,00.7,3:3·9931 Madera C.4. 􀀱􀁾􀀯􀀳􀀳􀀭􀀱􀁾􀀳􀀠OHIO SOUTH CENTRAL l(.:Y.ffin,OH 1-$00·733-955>1 O.ll!as. rr. 􀁦􀀭􀁬􀀡􀁏􀁏􀂷􀀷􀁾􀀭􀁂􀂣􀀬􀁥􀀠• 6<' (0-685-<'19
Aid•.mS S3H9nH 
.' TOWN OF ADDISON "'.. . " -,:' ,," ",. '.' 􀁾􀁁􀁾􀁍􀁾􀀻􀁔􀁁􀁕􀁔􀁈􀁏􀁒􀁉􀁚􀁁􀁔􀁉􀁏􀁎􀀠MEMO 􀀬􀀺􀀺􀀻􀀮􀀼􀀺􀁾􀁩􀁄􀁦􀁽􀀻􀁾􀀺􀁈􀁾􀁾􀁾􀁩􀁾􀁴􀁾􀀻􀁾. .·DATE:'·•. ,' Fh/or :Cfatmif.·. " Cbeck$
􀀧􀀬􀀺􀀲􀀧􀀧􀁩􀁬􀁩􀀰􀁾􀁾􀁯􀀮􀁾􀀢􀀬'. ,.; '" ..:. 􀀢􀀧􀀼􀁦􀁾􀀧􀀾􀁩􀀺􀀧􀁩􀀧􀀻􀀿􀁾􀁾􀁾􀁩􀁊􀁾􀁊􀁴􀁾􀁾􀁾􀀻:," -'. ", ." '.' Ven!for No;'. 􀁟􀀧􀀮􀁟􀀢􀁾__,-"___ .•..􀁾....,..-,:,'."",,,,,,::._:".,;.',;.:,.:
:' ','"...;,'"_'-'--:--.;-'.,------,,-..:..'.'-...., ." '. ...... '.-"...., ." 􀁃􀁍􀀧􀀺􀀵􀁔􀁒􀁾􀁔􀁉􀁏􀁾􀀩􀀺􀀮􀁲􀁾􀁃􀂷􀀬􀀮􀀧.;:. : ..VendorName Address .. ' '3 CJ'l B)}?Cl/bV()oj) W9/l/'E.
. 'Address' FtJj2T' tir()R.71I) rC'x/is 76ft!&' 􀁁􀁤􀁤􀁲􀁾􀁳􀁳􀀠. Zip Code· ____________ ' .... .. ,: TotAL .. 􀁾􀀠􀁾􀀠'... ;.2 7,; 􀁾􀁳􀀺􀀺􀀾􀁩􀀠:cpt '. . ; "I.. 􀁾􀀠t EXPLANATION rttr""t
E"'(l.-:T . !tt;..W(C E .,k?, /􀁾􀀠􀁩􀀽􀀮􀁾􀀬􀀧􀁅􀁾􀁅􀀨􀀢􀁴􀀠&;...1: .'. 'P7>!?K, 􀀢􀁏􀁾􀀺􀀨􀁩􀁊􀀢􀁁􀀢􀁴􀁆􀁅􀀺􀀠􀀮􀀺􀁲􀁾􀁾􀀿􀀭􂂬􀀽􀀭􀁾􀁾􀁾􀁔􀁉􀀻􀁾􀂷􀀠􀀦􀁾􀂷􀁔􀀮􀁅􀀧􀀮􀁫􀁰􀀢􀀬􀁾􀀧􀀠"
: 􀁾􀀮􀀠•, .i " " , '. ". .... 􀁾􀀠􀀮􀁾􀀠'.,. , " ,,, . .' 1 '.< ! ;:􀁾􀂷􀁁􀀮􀁾􀁾􀀠'. ,. Authorized Signature Finance ; : 
Application For Payment Client: TONll OfAddison Conlractor : NofIhslar Conslruction, Inc. 16801 Westgrove 309 Birctlw!>ld Lane Addison, Texas 75001 Fort WofIh, Texas 76108 Contract Awarded:
___􀀢􀀬􀀺􀁊􀁵􀀺􀀻􀁮􀁥􀁾􀀲􀀶􀀺􀀡􀀬􀀺􀀮􀀺􀀺􀀺􀀲􀀰􀀰􀀺􀀺􀁩􀀢􀀢􀀱___ Contract AmOtlnt : $67,968.00 caIe!1dar Days : Allotted __45i;-__ Est. No. :_______"-______ USed __...:l.::,6__ p,qect:
_---'E""a5"'-=""I"'P.!!IIIk=O"'ta"'in"'age=lm"'pre:.""""=!::enl=s__ ltem No. Description C<>n1ract Quantity Units UnH Price Previous Quantity Current Quantity Total Quantity CUITIlflI
AmOtlnt Total AmOtlnt 1 SHe Preparation 1 LS $ 17,000.00 0 0.75 0.75 $ 12,750.00 $ 12,750.00 2 Rem""'" Dispose Of Exist Cone. SW 120 SY $ 12.00 0 9 9 $ 108.00 $ 108.00 3 Select FlD 12
CY $ 200.00 0 0 0 $ -$ -4 fr Reinfureed Coocnl!e Si:IewaIk 120 SY $ 44.00 0 0 0 $ -$ -5 􀁒􀁥􀁭􀁾􀁥􀁰􀁬􀁡􀁣􀁥􀁬􀁒􀁥􀁳􀁥􀁴1'1<1' Gr. Inle! 1 Ea $ 500.00 0 0.5 0.5 $ 250.00 $ 250.00 6 􀁒􀁥􀁭􀁾􀁬􀁡􀁣􀁥Ex
ist tandscaping 1 tS $ 4,000.00 0 0.5 0.5 $ 2,000.00 $ 2,000.00 7 4' X4' Grale Inle! 1 Ea. $ 3,200.00 0 0 0 $ -$ -8 18" HOPE Storm Sewer 289 LF $ 50.00 0 220 220 $ 13.200.00 $ 13,200.00
9 Connection To Exist 14'Inle! 1 Ea $ 1,200.00 0 1 1 $ 1.200.00 $ 1,200.00 11 Trench Safety Design 1 LS $ 50000 0 1 1 $ 500.00 $ 500.00 12 Trench Safety Implementation 368 LF $ 1.00
0 220 220 $ 220.00 $ 220.00 13 :r x:r Gra1e Inle! 1 Ea. $ 2,500.00 0 0 0 $ -$ -14. lfr HOPE Slonn Sewer 79 LF $ 60.00 0 0 0 $ -$ -15 _Testing 1 LS $ 1,500.00 0 0.33 0.33 $ 500.00 $ 500.00
16 Wa,et Main Lowering 1 LS $ 6.000.00 0 0 0 $ -$ -Certified By : rtld.J􀁴􀁬􀀮􀁉􀁉􀁾􀀮􀁤􀀠􀁥􀁾􀁬􀁯􀀬 NofIhsIar Construotion. tnc. 􀀺􀁾􀀠􀀮􀁾&"13;0/T0Nll OfAddison oa.e c;2M) 􀁤􀁙􀁾􀀯􀀠TOTALS
$ 30.728.00 $ 30.728.00 PERFORMED ON ORIGINAL CONTRACT $ 30,728.00 EXTRA WORK PERFORMED $ TOTAL VALUE OF WORK TO DATE $ 30.728.00 LESS RETAINAGE· 10% $ 3,072.80 NET AMOUNT EARNED ON
CONTRACT $ 27.655.20 LESS AMOUNT OF PREVIOUS PAYMENTS $ AMOUNT DUE THIS ESTIMATE $ 27,655.20 " 
Application For Payment cr""'l : T<>NIl Of Addison Contractor: Northstar Construction, Inc. 16801 Westgrove 309 Birchwood Lane Addison, Texas 75001 Fort Warth, T"""" 76108 COnllact Awarded:
___...';J",u",ne,-,26=,20"",,0,-1___Project: __:::;Eas=em""enI=:.;Park=D",ra",i",nag"""e""lm",p",rovem=",e",n",ts,--_ Caotract Amount: $67,966.00 Period : July 16, 2001 to JUiy'l.::.31.,.,2.,00=1___
Calendar Days : AllotIed __􀀮􀀮􀀺􀀺􀀻􀀴􀀵􀁾__ Est. No. :_______-.!.._______ Used __...:l;::,6__ 1No. DescripVan ConIlact Quantity Units 􀁕􀁮􀁾􀀠Pri<:e Pfelliaus QuantI\Y Cumlfrt QuantI\Y
Total Quantity Current Amount Tolal Amount 1 2 sne PreparationRem""'" Dispose Of ExIst Cone. SW 1 120 lS SY $ $ 17,000.00 12.00 °0 0.75 9 0.75 9 $ $ 12,750.00 108.00 $ $ 12,750.00 108.00
3 Select Fin 12 CY $ 200.00 ° 0 ° $ -$ -4 6" Reinforced Concrete S_ 120 SY $ 44.00 0 0 0 $ -$ -5 RemovelReplacelReseI1'x1' Gr. Inlet 1 Ea $ 500.00 0 0.5 0.5 $ 250.00 $ 250.00 6 RemovelReplace
ExIst Landsceping 1 LS $ 4,000.00 0 0.5 0.5 $ 2.000.00 $ 2,000.00 7 7 4' x 4' Grate Inlet 1 Ea $ 3.200.00 0 0 0 $ -$ -6 18" HOPE Storm Sewer 289 IF $ 60.00 0 220 220 $ 13,200.00 $ 13,200,00
9 Connaction To ExIst 14'Inlet 1 Ea, $ 1.200.00 0 1 1 $ 1,200.00 $ 1,200.00 11 Trench Safety Design 1 LS $ 500.00 0 1 1 $ 500.00 $ 500,00 12 􀁔􀁾􀁣􀁨􀁓􀁾􀁡􀁹􀁬􀁾􀀢􀀢􀀧􀁾􀀠368 IF $ 1.00
0 220 220 $ 220,00 $ 220.00 13 3' x 3' Grate Inlet 1 Ea $ 2,500,00 ° 0 0 $ -$ -14 15" HOPE storm Sewer 79 IF $ 60.00 0 0 0 $ $ -15 M_TesVng 1 LS $ 1,500.00 ° 0,33 ! 0.33 $ 500.00 S 500.00
16 . Wats Main Lowering 1 LS $ 6,000.00 0 0 0 $ -$ -TOTALS $ 30,728,00 $ 30,726.00 Certified By: PERFORMED ON ORIGINAL CONTRACT $ 30,126.00 EXTRA WORK PERFORMED $ Northstar Construction,
Inc, TOTAL VALUE OF WORK TO DATE $ 30,728.00 LESS RETAINAGE· 10% $ 3,072.60 NET AMOUNT EARNED ON CONTRACT $ 27,655.20 LESS AMOUNT OF PREVIOUS PAYMENTS $ T<>NIl Of Addison Dale AMOUNT
DUE THIS ESTIMATE $ 27,665.20 \ \ 
LETTER OF TRANSMITTAL To: Town Of Addison Date: August 2, 2001 Department Of Public Works Attn: Mr. Luke Jalbert 16801 Westgrove Pro:ect Manager Addison, Texas 75001 Re : Easement Park
Drainage Impr. WE ARE SENDING YOU: X Attached __Under Separate Cover via the Following ________ __Submittals __Samples Prints --Specifications --:-::--Shop Drawings X Other COPIES DATE
DESCRIPTION 2 812101 Application For Payment #1 THESE ARE TRANSMITTED (as checked below) : X For Approval __Approved As Submitted Resubmit_Copies For Approval __For Your Use Approved
As Noted Submit_Copies For Distribution ___As Requested --Returned For Corrections --Return_Corrected Prints __For Review & COmment,________________________ COMMENTS: COPYTO: BY: tf(d-f􀁴􀁬􀁊􀁬􀁾􀀠Mi
chael A. Heimlich Project Manager \ \ 
Jim Wilson From: bilgreen@na,cokecce.com Sent: Wednesday, March 07, 2001 8:54 AM To: jwilson@ci.addison.tx.us Subject: RE: Water Flowl3845 Cannot Ln. Jim, Thank you for your prompt response
to my concerns, I look forward to visiting with you in the future and have been very pleased with your assistance. Bill Green jwilson@ci.addison.tx.us on 03/07/2001 07:33:10 AM To: Bill
Green/US/CCE@CCE cc: Subject: RE: Water Flow/3845 Cannot Ln. Bill, Thanks for your reply. We have submitted your information and property location to our consultant for consideration.
The consultant is considering burro and surface reconfiguration to solve the park sheet flow and volume of water onto your property. v7e at Addison recognize our responsibility to our
homeowners and your concerns are of great interest to us. We are actively working on this issue; please feel free to email or call at 972-450-2860 for updates or information. Thank you
for your time and patience. Jim Wilson -----Original Message----From; bilgreen@na.cokecce.com com [mailto:bilgreen@na.cokecce.com] Sent: Tuesday, March 06, 2001 3:45 PM To: jwilson@ci.addison.tx.us
Subject: Water Flow/3845 Cannot Ln. ----------------------Forwarded by Bill Green/US/CCE on 03/06/2001 03:58 PM Bill Green 03/06/2001 02:30 PM To: jwilson@cici.addison.tx.us 1 
------I ,/, I " LES LACS GARDEN HOMES ADDITION OPTION 1: REGRADE AND RECONSTRUCT SIDEWALKS IN HATCHED AREA. TOP OF B1RM ELEV. = 613.50' ,, ,Z-Y o MIDWAY MEADOWS ADDITION EXIST. 1'X l'
I GRAn: INlET I OPTION 2: CONSTRUCT OPTION 1 AND 4'X4' GRATE INLET WITH 268 L.F, 18" HDPE PIPE ONl 0.67% GRADE LES LACS GARDEN Q ,. ..o " HOMES ADDITION(2 FT, MINIMUM COVER) TOWN OF
ADDISON, TEXAS EASEMENT PARK DRAINAGE INVESTIGATION PRElIMINARY DRAINAGE OPTIONSRIVE lANE OPTION 2 LAYOUT, ) nt£S£ rMX'UWOOS WI£. f'M MVl!W 1If:VI£W SHIMEK. JACOBS oil: ANKlEA. LLP.
AltO « HOT !K'ft'NettIroo 􀁾􀀠CONSULllNG ENGINEERS &IX»IC. 00 P£IWIf 􀁾􀀠-,􀀮􀁋􀁊􀁉􀀧􀁈􀀢􀀬􀁾􀀠JWB PRO.I;I:Tt 2001102 􀁾P.E. HO. SlI31 􀁾􀀱􀁴􀀺􀀠\lARCH. 200T SJf 0A'It: 3/6/01 , ' , 
---I .--------o o .,o --n-..... pI__ ",..'II ....."t.<! Jlf><><:\1kou.... '""" 1It",....,.,d ,.,... """,tn."\!",,, of mho ,p.oci& t«>)M:t only. ftOlllJ.. ." """'" 􀁤􀁾􀁉􀁩􀁉􀁜􀀢􀀠ho
"at 􀁾􀁬􀁕􀁉􀁴􀁤􀀠orIU>t:o..ol -...it"'" OIIU>Il'Il<>tltM <>f !DIlm.... _ • .& f1"kl .. ". -'-\"' ,1----/" I I o MIDWAY MEADOWS ADDIlION TOWN OF ADDISON. TEXAS EASEMENT PARK DRAINAGE
INVESTIGATION PREUMINARY DRAINAGE OPTIONS -----------DRAINAGE AREA MAP IlIESf 􀁾ARE FOR INT[RlI,I 􀁾􀀠MlO ARE: HOT 'iHIDiOO) Ftlff rotSfRUCllOH. BI!lIllNG, OR PER/i1T PIJRilOS(S. SHIWEK.
JACOBS <Ie ANKLEA. LLP. CONSUL"riNG ENGrNEERS.....,JOHN W. Q!RKHOr'T TEXAS P£ NO. 54117 1lA,iE: JlARQl, 2001 __'"0,,,6__ ; 􀁾􀀠2()01102 guy NO. 13/6/.!'!.LIT J Mn5SJF CAl'£: 
-----/\ 􀁾􀀠//􀁾􀀬􀀠I , //" LES LACS GARDEN " HOMES ADDITION OPTION 1: REGRADE AND RECONSTRUCT SIDEWALKS IN HATCHED AREA, TOP OF B1RM ELEV, = 613,50' EXIST. 1')( l' ORA'!! 1Nt.£r I I
,-----v o 􀁾􀀭􀀭􀁾.. -n. 607,25 􀁾􀀱􀀬􀀱􀀠GRATE INlET I RIVE LANE OPTION 2: CONSTRUCT OPTION 1 AND 4'X4' GRATE INLET WITH 268 L,F, 18" HOPE PIPE ON: 0,67% GRADE (2 FT, MINIMUM COVER)
LES 􀁌􀁁􀁃􀁾􀀠GARDEN HOMES ADDmON I } MIDWAY MEADOWS ADOmON o Tll£S£ DOCI.I!oEKfS ARE fOR flTUlIW RE.\1EW Nt!) AR£ NOT IIfl'tN{.'{I} fOR 􀁾􀀠9100.'«>, 􀁏􀁾􀀠PEfMT PURf3OS£S. JOHIf W.
BIAI<HOFF 1t'XAS P.E. NO. 54137 tu.lE: IoWlCH, 2001 • ,.o """"""" --TOWN OF ADDISON, TEXAS EASEMENT PARK DRAINAGE INVESTIGATION PRELIMINARY DRAINAGE OPTIONS OPTION 2 LAYOUT SHIMEK. JACOBS
&< ANKtEA, L.L.P. CONSULTlNG ENGINEERS 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 DQuglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V.CONWAY, P.E. JOHN W. BIRKHOFF,
P.E. JOE R. CARTER, P,E, (.iARY C. HE.."JDRICKS, P.E, PAUL A. CARLINE, P.E, MAITHICKEY, P,E. ROSS L, JACOBS, P.li March 6, 200 I LC. FINKLEA, P,E. Jim Wilson Town ofAddison 16801 Westgrove
Dr. Addison, Texas 75001-9010 Re: Easement Park Drainage Options Dear Mr. Wilson: Using field observations, record drawings ofconstruction plans, and field surveys, we have evaluated
two options that would reduce the nuisance storm-water runoff crossing the property ofDonald Walden as 3903 Azure Drive. From our previous analysis, the total quantity generally crossing
thc Walden tract during the theoretical 100-year design storm is 13.5 cfs. Option I The first option considered is to reduce the size ofthe contributing drainage area by diverting the
flow from 1.46 acres of the 2.2 acres in a general southerly direction to Azure Drive overland overland into the existing 10' and 14' inlets. This option would require the construction
of an earthen berm, relocation oftwo 4-inch redbud trees and reconstruction of the sidewalks in the hatched area shown on the attached exhibit labeled Option I. Our opinion of the probable
construction cost for this option is itemized on the attached exhibit and is in the range of$10,000 to $15,000. This option reduces the amount of storm water during the 100-year storm
crossing the property of Donald Walden from approximately 13.5 efs to approximately 4.7 cfs. Option 2 The second option considered is to construct Option 1 and provide a 4 foot by 4
foot grate inlet at the collection point of the 1.46 acre area and pipe the storm water runoff underground in 268 linear feet of 18 inch HDPE pipe to the existing 10 foot inlet in Azure
Drive. Our opinion of the probable construction cost for this option is itemized on the attached exhibit and is in the range of $40,000 to $50,000. This option reduces the amount of
storm water generally crossing the property ofDonald Walden as in Option L 
Mr. Jim Wilson Town of Addison 03/06/01 Page 2 of 2 Options were briefly reviewed to eliminate storm water from the 0.76-acre drainage area (4.7 cfs) from crossing the property of Donald
Walden. Our study was limited by not having backyard surveys. From the limited field survey, a natural low point of Easement Park is along the west right-of-way line of Easement Park.
Options include construction of an earthen berm along the west right-of-way line of Easement park, installation of slotted drain along the toe of the berm, and conveyance of the storm
water by underground pipe between the houses to connect to the existing storm sewer system in Azure Drive. This construction could require multiple connections to the existing storm
sewer, would require the property owners to grant the Town an easement, and the storm sewer pipe be installed by bore because of the lack of separation distance between the homes. An
alternative would be to construct the earthen berm and concrete flumes to be constructed across the lots, discharging in the gutter of Azure Drive. Further, the storm water could be
collected in an underground detention system and pumped into the underground storm sewer system. Such a system could be constructed within the right-of-way of Easement Park. To determine
our opinion of probable cost, we will need additional survey to determine horizontal and vertical aligrunent of the proposed storm sewer or concrete flumes through private property in
backyards and in between homes, and along Azure Drive for the connection to the existing storm sewer system. We are available to discuss the Town's desire for solution of this drainage
issue at your convenience. 􀀹􀀺􀁴􀁦􀁶􀀶􀁾􀀠John W. Birkhoff, P.E. Enclosures 
-----SHIMEK, JACOBS & FINKLEA, L.L.P. Project No. 2001102 CONSULTING ENGINEERS Client: Town ofAddison, Texas Date: 311/01􀀭􀀭􀀭􀀢􀀧􀀭􀁾􀀭Project: Easement Park Dranage Analysis Option
I By: GRB---=::.:::.-ENGINEER'S OPINION OF CONSTRUCTION COST litem No. I Description I Quantity I Unit I Price I Amount I I For Site Preparation I L.S. S 1,000.00 $ 1,000,00 2 Remove
and Dispose ofExisting Concrete Sidewalk 119 S.Y. S 5.00 $ 595,00 3 Furnish and Install Select Fill 4 C.Y. $ 10.00 $ 40.00 4 Construct 4" Concrete Sidewalk 119 S.Y. $ 45.00 $ 5,355.00
5 Erosion Control Design and Implementation I L.S. $ 500.00 $ 500.00 Subtotal: $ 7,490.00 Contingencies and Miscellaneous Items 15% $ 1,123.50 Total: $ 8,613.50 USE: $ 9,000.00 Page
1 0/1 
-----iHIMEI(, JACOBS & FINKLEA, L.L.P. :ONSULTING ENGINEERS :lient: Town of Addison, Texas 'roject: Easement Park Dranage Analysis Option 2 Project No. 2001102 Date: _----:3;;../:;.1/0::..I=---_
By: GRB--'---ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit Price Amount I Constructing Option 1 (Subtotal from Option 1, so contingnecy only i I considered
once) I L.S. $ 7,490.00 $ 7,490.00 2 Furnish and Install 4'x 4' Grate Inlet I Ea. $ 5,000.00 $ 5,000.00 Furnish and Install18-lnch HDPE Stonn Sewer pipe with 13,400.00 iI3 Embethnent
by Open Cut 268 L.F. $ 50.00 $ 4 Connection to Existing 10' Stonn Sewer Inlet I Ea. $ 1,000.00 $ 1,000.00 5 Erosion Control Design and Implementation 1 L.S. $ 500.00 $ 500.00 6 Trench
Safety Design 1 L.S. $ 500.00 $ 500.00 7 Trench Safety Implementation 268 L.F. $ 1.00 $ 268.00 Subtotal: $ 28,158.00 . Contingencies and Miscellaneous Items 15% :& 4,223.70 Total: $
32,381.70 USE: $ 33,000.00 Page J of 1 
------------------------/o i --.---..'" : : i MSE: 1lCOJWEHl'S ARE i't:fi IH1t'R!iI !&.£W lIfO ARE HOT 1HltH00l1W 􀁾􀀬􀀠EICC»iG. OR ptmIfI' 􀁾􀀠JIJIH w. 8IRIGlOfF T£X,t.'S fix.. NO.
sun !Wt: 1iAAOt. 2001 TOWN OF ADDISON. TEXAS EASEMENT PARK DRAINAGE INVESTIGATION PREUMINARY DRAINAGE OPTIONS DRAINAGE AREA MAP SHIMEl<. .JACOBS .!Ie FlNKI.EA. LLP. CONSULnNG ENGINEERS
-'PRG.I:CT: 20011 02 SJF .,," 3/6/01 
------,/I I I I I LES LACS GARDEN HOMES ADDITION EXISf. ElECTRIC TOWER OPTION 1: REGRADE AND RECONSTRUCT SIDEWALKS IN HATCHED AREA. TOP OF B1RM ELEV. = 613.50' I 􀀬􀁾I o o MIDWAY MEADOWS
ADDITION EXlSf. 1'x " I GRATE INLET I I LES LACS GARDEN oHOMES ADDITION I RIVE LANE I j THESE IXXUworrs ARE Fa!: INTERiIoi RE.'wlEW 1110 It?£. HOT IIfTDIDm FOR COHSTRUC1'JOH, BlOOIHC,
OR PDIWI" F'URPOSB. JOHH W. BRKHOFF 1IXAS P.E. NO. 54.1J7 Dl<TE: WARCH. 2001 • o 60'" HORIZOHTJl -n,... pI"" • ..,d .....atod OIpOOIflcaUon. __ pr_od far 􀁾􀀮􀁴􀁮􀀬􀁣􀀺􀁕􀀢􀀢􀀠0' 0.100
.f;jMd"," P"'O)oo:t OIIly. A..... at th_• ............ u 1. <>01 p.....lllod ooIth""t -..111.................,U... 0' Sl'\\'n... ..Iac:oob. <k Flnkho... TOWN OF ADDISON, TEXAS EASEMENT
PARK DRAINAGE INVESTIGATION PREUMINARY DRAINAGE OPTIONS OPTION 1 LAYOUT SHIMEK. JACOBS &: FINKLEA. LLP. CONSULl1NG ENGINEERS """"'." _--,J",W,,-B_ PRO.£CT: 2001102 ORA" In': SJF DATE:
3/6/01 
MICHAEL E. MURPHY, P.E. Director of Public Works (972) 450·2878 (972) 450·2837 FAX mmurpby@cl.addison.tx.us E-mail Town ofAddison 16801 Westgrove Dr. P.O. Box 0010, Addison. Texas 75001·9010
,: 􀁾􀀠• < 􀀧􀀿􀁦􀁄􀁾􀀠_ 􀁍􀁯􀁡􀁴􀁴􀁻􀁁􀀺􀁲􀁲􀁾􀀠􀁾􀀠􀁇􀀱􀁣􀀿􀁾􀁉􀀾􀁾􀀠']. G􀁴􀁾􀀠IPl1 IJJ 􀁾\ -1t1 􀁜􀁾\. t.1o OUPecl-CdrrorJD 􀁧􀁥􀀭􀁾t:.N 􀁏􀁾􀁜􀁴􀀭􀁜􀀠vJ'<6 2· r{,o V:erAlr4lv.l&
􀁷􀁾􀁴l 􀁬􀁬􀀾􀁾􀀠􀁴􀁍􀀭􀀭􀀭􀁲􀁾􀀠􀁾􀀩(.....'..' ·······1 , '3. No 􀁾􀁉􀁾􀁾􀁾􀀠􀁾􀁴􀀱􀀱􀀠PSyt;,Tl8vt .' 􀀨􀁾􀁴􀀧􀀮􀀮􀁴􀁎􀁴􀀬􀀮􀀡􀀺􀁴􀀻􀀠􀁦􀀭􀁥􀀧􀁜􀀧􀁜􀁯􀀮􀁴􀁥􀁴􀁴􀁾􀁊􀁴􀀧􀀠􀀧􀀺􀀻􀀾􀀮􀀩􀁖􀁖􀁜􀁾􀀠p..>W
\ p) 􀁾. flO f:;(.AOf:.. . i .. .' 
/,I .I j I SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 RONALD V. 􀁃􀁏􀁾􀀧􀁗AY, P.E, JOHN W. BlRKHOFF. P.E. JOE R. CARTER, P.E. GARY C. HENDRICKS,
P .E. PAUL A. CARLlI\'E., P.E. MATT HICKEY, P.E. ROSS L. JACOBS, P.E. L C. FfNKLEA, P£ Mr. jim Wilson Town of Addison Post Office Box 90 10 Addison, Texas 75001-9010 Re: Easement Park
Dear Mr. Wilson: Dallas, Texas 75225·5816 Fax (214) 361-0204 March 12, 200! Our original scope of services for Easement Park was to complete a drainage study to determine alternatives
to minimize storm water runoff through the yard ofthe Walden Tract (3903 Azure Drive). That study has been completed and the Town has requested that we prepare construction plans and
specifications for the alternate selected by the Town. That alternate includes the collection of storm water run off in an underground detention system that pumps it out after a storm
event. This system would include the construction of a retaining wall adjacent to residential tracts, grading within the park, installation ofa slotted drain, storm water wet well and
pump station, force main and reconstruction ofjogging paths within the park. Our opinion ofprobable construction cost for this project is approximately $175,000.00 to $200,000.00. Accordingly,
we propose to furnish enginecring services for the preparation of construction plans and specification along with services during the bidding phase and construction phase of the project.
Our services will include the following: 1. Grading plan within the park. 2. Design of underground detention system. (ADS Polyethylene Pipe System). 3. Design of an underground pump
station containing two alternating pumps. 4. Design of above ground and below ground storm drainage collection system within the park. 5, Design ofretaining wall along the residential
properties in the area of the collection and detention systems. 6. Design of a force main between the pump station and the storm sewer system in Azure Drive. 7. Design of the electrical
feed system to operate the pump station, l:\Add1;on\G !6G\L\5lOrmpumpswion.doi: Phone (214) 361-7900 
I I Mr. Jim Wilson Town of Addison 3112/01 Page No. 2 8. Design ofmodifications to the SCADA system to identify pump running and level in the detention system with controls to run the
pumps outside the float system. 9. Work with TXU to identify the required electrical service. 10. Landscape plans to restore areas ofthe park disrupted by construction, including a new
jogging path leading to Azure Drive, which will be the access for construction equipment. We propose to be compensated for our services on the basis ofsalary cost times a multiplier
of2.4 with expenses at invoice costtime 1.10. Field survey crew will be at $120.00 per hour. We recommend a budget of$32,500.00 be established for this project. The breakdown includes
$23,500.00 for preparation of construction plans and specifications, $4,000.00 for the bidding phase and $5,000.00 for the administration phase. Ifthis proposal meets with your acceptance,
please have one copy executed by the Town ofAddison. We will commence our services upon receipt ofthe executed agreement. We are avaiJable at your convenience to discuss any questions
you may have with the study or this proposal to implement an alternative from the study. Sincerely, 􀀹􀂣􀁖􀀨􀁊􀁾􀀠John W. Birkhoff, P.E. APPROVED FOR THE TOWN OF ADDISON By: -----------------------Da
te: _______________ J:\Addison\6160\L"-'ilQm1pumpsla[iun.doe 
TOWN OF ADDISON MAN-HOUR ESTIMATE EASEMENT PARK ! !I " Sheet Setup Retaining Wall Slotted Drain Design -Plan Profile Deletion System Plan/Section • Pump Station • Force Main Grading
Plan Cross-Sections Restoration PI,an ,Stonn Drain Calculations :iSpecifications • Quantity Take-Off i Details I !ICity Review & Markups u o a:S bl t I IPrint Plans •Distribute Plans
and Log Prepare Routine Addenda Answer Contractor's Questions • Attend Bid Opening iTabulate Bids Engineer E.I.T. 0.5 0.5 2.0 0.5 4.0 2.0 8.0 2.0 16.0 0.5 4.0 0,5 2.0 1.0 1.0 4.0 2.0
6.0 8.0 1.0 8.0 1.0 4.0 3.0 8.0 . 0.5 0.5 0.5 2,0 4.0 3,0 2.0 1.0 0.5 􀁉􀁾References & Letter ofRecommendation 1.0 2.0 Attend Council Meeting for Award 3.0 Handle Contracts 1.0 I Subtotal:
I 14.0 I 7.0 I Attend Pre-Construction Conference 2.0 Review Shop Drawings 1.0 8.0 Job-Site Visit (2-each) 4.0 Prepare Pay Request (3 projected) 5.0 1.5 Prepare Routine Change Orders
2.0 4.0 􀁾􀁳and Specification Clarification 2.0 2.0 Subtotal: 16.0 15.5 TOTAL: 52.5 89.5 Word Technician Draftsman Processor Surveyor 4.0 4.0 3.0 8.0 24,0 24.0 8.0 8.0 4.0 8,0 4.0 12,0
4,0 I 8.0 8.0 2.0 1160 I 001. . 4,0 •4.0 8.0 3.0 1.0 2.0 8.0 I 4.0 I 10.0 I 0.0 I 1.0 1.5 8.0 2.0 2.0 10.0 0.0 4.5 0.0 142.0 4.0 28.5 32.5 
cc: Subject: Water Flow/3845 Cannot Ln. Jim: Thanks for taking the time to site inspect my residence in vlaterford Park. I know that you have many projects to review and implement and
most are probably of much more importance than a single residence. I will keep you posted on the option of adding additional French drains. I would like to voice my opinion about the
comments of the other engineer. I was surprised at his thoughts about moving the French drains in order to stop or redirect the flow out of the sump area, I am not sure if he realizes
that the water flow on my property is a result of the city planned park and I did not plan the park. Jim, it's my belief anytime we work for the govt, city or community we have a public
service obligation to take these type of issues and problems into consideration and have a cordial understanding of those who live in that District. I speak from experience having worked
for both Tarrant County and the State of Texas. I am pleased with my home and the City of Addison, Addison, but I will be forced to pursue further options if I have any damage to the
interior of my home resulting from the deviated water flow of the park. Please keep me informed about the current study. I feel like the most cost effective way of resolving this problem
is to build a burm landscape behind the walking trail adjacent to my back fence. This would not require a great deal of spending and would also enhance the aesthetics of the park. I
know city projects require capital approval by the City, if I can help, please don't hesitate to call me. Thanks William P. Green cc: John Brusniakl Brusniak Clement and Harrison, P.C.
cc; Ron Whitehead/Town of Addison 2 
Jim Wilson From: bllgreen@na.cokecce.com Sent: Tuesday, March 06, 2001 3:45 PM To: jwilson@ci.addison.bcus Subject: Water Flow/3845 Cannot Ln. ----------------------Forwarded by Bill
Green/US/CCE on 03/06/200103:58 PM Bill Green 03/06/2001 02:30 PM To: jwilson@cici.addison.tx.us cc: Subject: Water Flow/3845 Cannot Ln. Jim: Thanks for taking the time to site inspect
my residence in Waterford Park. I know that you have many projects to review and implement and most are probably of much more importance than a single residence. I will keep you posted
on the option of adding additional French drains. I would like to voice my opinion about the comments of the other I was surprised at his thoughts about moving the French drains in order
to stop or redirect the flow out of the sump area, I am not sure if he realizes that the water flow on my property is a result of the city planned park and I did not plan the park. Jim,
it's my belief anytime we work for the govt, city or community we have a public service obligation to take these type of issues and problems into consideration and have a cordial understanding
of those who live in that District. I speak from experience having worked for both Tarrant County and the State of Texas. I am pleased with my home and the City of Addison, but I will
be forced to pursue further options if I have any damage to the interior of my home resulting from the deviated water flow of the park. Please keep me informed about the current study.
I feel like the most cost effective way of resolving this problem is to build a burm landscape behind the walking trail adjacent to my back fence. This would not require a great deal
of spending and would also enhance the aesthetics of the park. I know city projects require capital app:roval by the City, if I can help, please don't hesitate to call me. Thanks 1 
William P. Green cc: John Brusniak/Brusniak Clement and Harrisonl P.C. ce: Ron Whitehead/Town of Addison 2 
Memo: Date: 03/04/01 To: John Birkhoff Re: Easement Park Drainage Improvements John, The home owner at 3845 Canot Lane has contacted the city manager and wishes to have surface water
directed away from his property. I have left a message on your phone about this issue and will fax this note and a detail (footprint) of his property location to you for your use. Please
include this property in your design solution. Thanks, • 􀁊􀁩􀁾􀀠
;:: -􀀭􀀭􀀽􀀽􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭'"., '" ::: Ii) l't\ '" M., -if;: '" '" "" • ;,.V 1..'t:J 􀁾􀀧􀁉􀁽􀀠;r 􀁾􀀠! : 
HP LaserJet 3200se TOALASERJET 3200 invent 9724502837 MAR-5-2001 16:41 Fax Call Report Job Date Time Type Identification Duration Pages Result 406 31 5/2001 16:39:55 Send 92143610204
1:24 2 OK To: John 81rldloff k fasetnent Park 􀁾􀁍􀁧􀁥􀁉􀁭􀁾􀁮􀁴􀁳􀀠􀁊􀀢􀁾􀀠The hOl'l1e OWner atJa4S Caoot Lane 1'1113 (OntaW!d the dty maMgel' om! wiStll!s CD hiWlt surl'ace water directed
􀁾I'rQm hl$ property. I haw teft: II mess.!lgt! on your phQne about 1h/$15$ue and will fax t/1\$lIole ii!Ild a detail (footprint) of h:s pn:!pCfty toc:alJon toyoo for your use. Please
bdude thfs property In your design sollAioo, 
STEVEN Z. CHUTCHIAN, P.E.(/tt..I Assistant City Engineer (972) 450·2886 (972) 450·2837 FAX (214) 673·2518 Mobile sc:butchian@ci.addison.tx.us E·mail Town of Addison 16801 Westgrove Dr.
P.O. Box 9010, Addison, Texas 75001-9010 erLL 􀁾􀀴􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀠2 (4--2.0 ..5"b/( OJCA 4tt# 􀁾􀁔􀁦􀁽􀁴􀀺􀀯􀀮􀁱􀁾-----------' 􀁾􀀧􀀠􀁾􀀯􀁙􀀭􀁨􀁥􀀠PICp 􀁲􀁲􀀮􀁁􀀾􀁥􀁾􀀠4,7Jh1?i[ [J,4·/!:?
v.:"'" 7D /,tJ 􀁾􀁥􀁫􀀠C (Y'f \J 
:1 
February 14,2001 MEMORANDUM To: Jim Wilson, Project Manager From: Steve Chutchian, Assistant City Engineer 5-"'-Cc: Jim Pierce, Assistant Director ofPublic Works Re: Easement Park Drainage
Improvements The following is a breakdown ofremaining steps that are necessary to complete the Easement Park Drainage Improvements Project: a. The Engineer has initiated a final design
ofdrainage improvements at Easement Park, with the intent ofdiverting stormwater away from three lots (including Mr. Walden) and directing it into the Town's underground system b. The
Engineer is in the process ofscheduling necessary surveying in this area, in order to complete the design process. c. The design will probably include the construction of an additional
grate inlet and/or revisions to the existing ground contours and sidewalks. We will need final construction cost estimates, as well as plans & specifications for bidding. Slade has substantially
complete plans fur changing the lighting scheme in this portion ofthe park. This plan also includes some landscaping improvements. A meeting should be set up between Slade's landscape
architect and the Engineer for coordination ofeach proposed design. The lighting and landscaping plan may directly affect the Engineer's design. g. Final design drawings and specifications
should be reviewed and approved by each department prior to bidding. h. Funding must be established after receiving the final cost estimate for the project. A memo to Chris Terry, with
copies to Mike, Jim, and myself will be necessary. The memo should discuss the reason for the project, scope of design, the resulting final cost estimate, and length oftime for construction.
i. During the final design and subsequent construction period, Mr. Walden should be periodically contacted and updated on the progress ofour efibrts. Please proceed to take the lead
on this project and the individual items listed above. Thanks. 
2000 -2001 CITIZEN COMMENT CARD RESPONSE CARD NUMBER /7).7-A5 Cor. Mr. Domdd Ii. Willden 3903 Azure Ln Addison, TX 75001·3106 • ..................... " '" # >o.Jvv t V f VV r:--Routed
to department for action: ACCT _ Airport _ Ath.Club._ B&FS _ CMgr. __ Oev.Svcs. ~ EconDev _ES _ Finance _ Fire _ HR __ IT __ P&R 􀀦􀁚􀀠_ Police _ PCorn. .ss5?1a.-SE _ VS _ Respond direct
to citizen peraction noted in gray box be/ow copy to Carolyn Sedwick."plese reference Comment Card Number o FYI· no action necessary /o Send draft response to Carolyn Sedwick for TH
to finalize letter to citizen 
MICHAEL Eo MURPHY, P.E. Uft··I Director of Public Works (972) 450·2878 (972) 450-2837 FAX . mmurphy@ci.addison.tx.\1S E-mail Town of Addison 16801 W.stgrove Dr. P.O. Box 9010, Addison,
Tex.s 75001-9010 /􀀿􀁻􀁾􀀠I i I I I I 
\ , )libj./U8 : --E;(sEMElJr 1hR.k. 􀀱􀀭􀀬􀁩􀀰􀁾􀀠-U1h/;n1 '-/J/vI7"3."'it{jl'''I 
PUBLIC WORKS DEPARTMENT (912) 45()'2871 Post Office Box 9010 Addison. Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠16801 Wcstgrove January 30, 2001 John W. Birkhoff, P.E. Shimek, Jacobs & Finklea, L.L.P.
8333 Douglas Avenue Suite 820 Dallas, Texas 75225-5816 Re: Easement Park Drainage Improvements Authorization Dear Mr. "Birkhoff We have reviewed your drainage report and agree with your
conclusions for design improvements to the existing drainage system of Easement Park. Based on our telephone conversations defined this morning, we authorize your firm to perform survey
work for the proposed drainage improvements with reference to the existing easement areas only with surface drainage moving toward the sidewalks and on to the existing inlets. 􀁾􀀧􀁾􀀠Jim
Wilson 'J11 Project Manager cc: Mike Murphy, Jim Pierce, Steve Chutchian, file 
February 14, 200 I MEMORANDUM To: Jim WlIson, Project Manager From: Steve Chutchian, Assistant City Engineer ,7£.-Cc: Jim Pierce, Assistant Director ofPublic Works Re: Easement Park
Drainage Improvements The following is a breakdown of remaining steps that are necessary to complete the Easement Park Drainage Improvements Project: a. The Engineer has initiated a
final design ofdrainage improvements at Easement Park, with the intent ofdiverting storm water away from three lots (including Mr. Walden) and directing it into the Town's underground
system. b. The Engineer is in the process ofscheduling necessary surveying in this area, in order to complete the design process. c. The design will probably include the construction
ofan additional grate inlet and/or revisions to the existing ground contours and sidewalks. d. We will need final construction cost estimates, as well as plans & specifications for bidding.
e. Slade has substantially complete plans for changing the lighting scheme in this portion ofthe park. This plan also includes some landscaping improvements. f. A meeting should be set
up between Slade's landscape architect and the Engineer for coordination ofeach proposed design. The lighting and landscaping plan may directly atrect the Engineer's design. g. Final
design drawings and specifications should be reviewed and approved by each department prior to bidding. h. Funding must be established after receiving the final cost estimate fur the
project. A memo to Chris Terry, with copies to Mike, Jim, and myself will be necessary. The memo should discuss the reason for the project, scope of design, the reSUlting final cost
estimate, and length oftime for construction. i. During the final design and subsequent construction period, Mr. Walden should be periodically contacted and updated on the progress ofour
eifurts. Please proceed to take the lead on this project and the individual items listed above. Thanks. 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS I , I 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 􀁾􀀭􀀭􀀭􀀭􀀧􀀠RONALD V. COh"WAY,
P.8. JOHN W. BIRKHOFF, P.E. JOE R. CARTER, p.e. GARY C. HENDRJCKS, P.6. PAULA. CARlINE, P.E. MATTHJCKEY,P.E ROSS L JACOBS, P.E. January 19,2001 t C. 􀁆􀁬􀁾􀀧􀁋􀁌􀁅􀁁􀀬􀀠P.E. Jim Wilson,
Town ofAddison 1680I Westgrove Dr. Addison, Texas 75001-9010 Re: Easement Park Drainage Improvements Dear Mr. Wilson: In accordance with our agreement, we have reviewed construction
plans and made field observations to detennine the drainage basin, quantity and velocity ofstonn water runoff leaving Easement Park and being conveyed in the general area crossing the
property ofDonald Walden at 3903 Azure Drive. Existing Conditions Mr, Donald Walden's residence at 3903 Azure Drive is located in the Waterford Addition, originally platted as Les Lacs
Garden Homes Addition in 1981, The stann drainage design included in those construction plans for the the Les Lacs Garden Homes subdivision was for the 25-year stann, Based on the drainage
areas provided in the Les Lacs Garden Homes construction plans, that portion ofEasement Park contributing to the stonn runoff generally crossing the Walden tract is approximately 2.2
acres. Using the coefficient ofrunoff and time of concentration from the Les Lacs Garden Homes construction plans, Easement Park provides 10.16 cfs of stonn water runoff during the 25-year
stonn. Using a time of concentration of 10 minutes and designing for the 100-year stonn, this would equate to 13.46 cfs, Recommendations Based on our field observations, it appears the
size of the area of Easement Park contributing to the stonn water runoff that crosses the property ofDonald Walden can be reduced. As shown on the attached exhibit, the area of Easement
Park contributing to the storm water runoff crossing 3903 Azure can be divided into two areas. The storm water runoff from Area 'A'(O,76-acre) travels overland in a southwesterly direction
as shown on the attached exhibit. The stonn water from Area 'B'(L46-acre) could be diverted to the northeast corner of3909 Azure and then conveyed overland along the south easement line
of Easement Park in a general westerly direction to Azure Drive, It appears the diversion could be accomplished by regrading and reconstructing the sidewalks at the northeast corner
of 3909 Azure Drive in a configuration that would direct this runoff to drain in a southerly direction into Azure Lane, The nmoffinto Azure Lane would then travel in 
an easterly direction into the existing 14-foot and IO-foot storm drain inlets along the north curb of Azure Drive. Field surveys are required to confirm our field conclusions. Please
notifY us, if the Town of Addison desires us to proceed On this basis or to complete extensive field surveys in backyards and to determine methods to collect runoff from travelling toward
Mr. Walden's property. We have also included a blanket letter for permission to survey across the property of residents in the Waterford Addition if the Town desires a more comprehensive
review to collect storm water. Final dates will need to be established prior to distribution. The lots outlined in red are lots that will need to be surveyed. Sincerely, 􀀹􀁣􀁌􀁪􀁶􀀸􀁾􀀠John
W. Birkhoff, P.E. Enclosures 
TOWN OF ADDISON, TEXAS January. 2001 Residents ofThe Town of Addison: Re: Field Surveys for Easement Park Drainage Improvements Dear Resident: The Town of Addison has retained the engineering
firm of Shimek, Jacobs & Finklea, L.L.P. to design improvements to the existing drainage system of Easement Park. As part of their work, they will be making field surveys in Easement
Park and across your property, particularly in your front and back yard. The survey will consist of obtaining ground elevations and conducting topographic surveys. We do not anticipate
any stakes to be placed during this reconnaissance survey. Any gates enteredduring the work will be closed upon entering and leaving your property and no surveying vehicles will enter your property at any time. The survey party will consist of two men and the
Party Chief will be George Murphy with Shimek, Jacobs & Finklea. If you have any questions concerning the field surveys in connection with the improvements to the Easement Park drainage
system in your neighborhood, please feel free to contact me at (972) 450-7000. The field surveys are scheduled to occur during the weeks of January xx and January xx, 2001, weather permitting.
Sincerely, Jim Wilson 
􀁾􀀠, 􀁾􀀠, p-t.l'Il'" (!.'"m VI 􀁾􀀠1b 􀁾􀀠 (;:>'--
STEVEN Z. CHUTCIDAN, P.E. Assistant City Engineer (972) 450-2886 (972) 450-2837 FAX (214) 673·2518 Mobile scbutchian@ci.addison.tx.us E-mail Town of Addison 16801 Westgrove Dr, P,O,
Box 9010, Addison, Texas 75001·9010 􀀧􀁖􀁄􀁾􀁾􀁍􀁏􀁏􀀠􀁦􀁾􀁴􀁥􀀠1J􀁾􀀠( 􀀷􀀱􀁾􀀿A_(folb lJIlA 􀁉􀁉􀁊􀁍􀀯􀁻􀀻􀁾􀀠􀀧􀁻􀀯􀁾􀀧􀀬􀀠􀁾􀁬􀀩􀁬􀁬􀁬􀁬􀀱􀁾􀀠[)ol-JA-LI) lIJk4¥Ll .3it>3 AIU#-􀁕􀁬􀁾􀁬􀀱􀀠6flY.
f/MOLbl £, .......Jv'/fJ-l 
􀁾􀁡..AJ:)ulsON PUBLIC WORKS DEPARTMENT (912) 450-2811 1M9 ® Pmll Office Box 9010 Addison. Texas 15001-9010 16801 Wel!tgrove January 11, 2001 Mr. Donald H. Walden 3903 Azure Lane Addison,
Texas 75001-3106 Re: Drainage Study Easement Park Dear Mr. Walden: In accordance with your recent discussion with our Public Works Department staff; the Town ofAddison has engaged the
services ofan engineering consultant to analyze the drainage problem on your property. In addition, our engineer will determine necessary improvements and associated construction costs
for elimination ofstorm water that impacts your lot from Easement Park. It is anticipated that the study should be completed in approximately thirty days. At that time, we will contact
you regarding the results. Should you have any questions regarding the progress ofour study, please feel free to contact Steve Chutchian, Assistant City Engineer, at 972-450-2886, or
myself. The drainage problem you have experienced is understood and appreciated by our staff. Consequently, we will make every effurt to expedite the completion ofthis study and respond
to you in a timely manner. Sincerely, 􀀡􀁁􀁌􀁾􀀠Mike Murphy, P.E. Director ofPublic Works Cc: Jim Pierce, Assistant Director ofPublic Works Steve Chutchian. Assistant City Engineer John
Birkhoff: Shimek, Jacobs, & Finklea \ 
(972) 450·2871 16801 Wesigrove 7 December 2000 Shimek, Jacobs & Finklea, LLP 8333 Douglas Avenue, #820 Dallas, TX 75225·5816 ATTENTION John Birkhoff, P.E SUBJECT Engineering Services
Agreement Drainage Study of Easement Park Dear Mr. Birkhoff: Please accept the attached, signed "Service Agreement" as "Notice to Proceed" for the Drainage Study at Easement Park. Please
confer with Steve Chutchian (Assistant City Engineer) to work toward completion ofthis project. Please feel free to call me with any questions. Sincerely, 􀁾􀁾􀀮􀀠Michael E. Murphy,
P.E. Director of Public Works MEM:sef 􀁾􀀠cc: Steve Chutchian 􀁾􀀠Attachment (As noted above) 
n SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dalias, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 L___J RONALD V. CONWAY, P.E. JOHN W.
BIRKHOFF, P,E. JOE R CARTER, P,E. GARY C. HENDRICKS, P-E. PAUL A. CARLINE, P.E.. MA11 HICKEY, P.c-November 13, 2000 ROSS L. JACOBS, P,E. J. C. FrNKLEA, P.E. Mr. Mike Murphy Assistant
Director ofPublic Works Town of Addison P. O. Box 9010 Addison, Texas 75001-9010 Re: Engineering Services Agreement Drainage Study of Easement Park Dear Mr. Murphy: In accordance with
your request, we propose to furnish engineering services to study the storm drainage in the vicinity ofthe Town's Easement Park. Our services will include the following: 1. Review ofthe
construction plans for the Easement Park and the single-family development around the Easement Park. 2. Determination of drainage basins and sub-basins in the area of concern. 3. Field
surveys ofthe area to finalize drainage area mapping. This will include backyard surveys, which will will require permission ofproperty owners to complete. 4. Calculation of storm water
flows for various design storms. 5. Design ofrequired improvements to eliminate and to minimize the current ponding of storm water in the area. 6. Quantity takeoff and formulation of
an opinion ofprobable construction cost for each alternate. 7. Meeting with the staff to discuss the alternate. 8. Letter report summarizing the altcrnates and findings. \ We propose
to be compensated the basis of salary cost times a multiplier of 2.3 with expenses at invoice cost times 1.15. Field surveys will be compensated at $11 0.00 per hour. We recommend a
budget of $14,1 00.00 \ \ 
Mr. Slade Strickland Town of Addison 11113/00 Page 2 of 2 be established for these services. We anticipate these services to require approximately 120 hours oftime to complete. Ifyou
are in agreement with our proposal, please have one copy of this letter agreement executed by the TovlII ofAddison and return one copy to our office. We will commence our services at
your direction. John W. Birkhoff, P.E. APPROVED FOR THE TOWN OF ADDISION 􀁂􀁹􀀺􀁧􀁛􀁾􀀠Date: 17/7/'2. 0.0""0=-______ \ \ 
P.011JV003TO: 97245028372149517303SEP-27-2001 16:27 FRoM:FIA CUM8ERLAND !'IRS"r INDEMNfrv OF "" ,\MERICA INS { \ lMI'ANY/, "IIMBERI,AND CASI 'AtTY &: SURETY OIMI'ANi' FAX From: Ph""",
214/951·7979 F." phone: 1141951·7303 
TO: 972'1502B37 P.002'003SEP-c7-2001 15:27 FROM:FIA CUMBERLAND _._---._----'CONSENT OF SURETY OWNRK r:JTO FINAL PAYMENT AnClilTECr U AlilI>OCllm(!I11 f!7()7 CONTRACTOR Ll SI)Rf.TY{lnstTIJCli()I)S
(In I't:Vtl':il: $idt:) t1 OIl1f:R n 1'OOWNIOH: ARnUTf'CT'S I'RO)l::CT NO.: TOWN OF ADDISON P.O. BOX 9010 CONTRACT fOR: 5350 BELTLINE RD ADDISON, TEXAS 75001-9010 PRO)!;!.;T: CONTI<ACr
􀁄􀁁􀁔􀁾􀁄􀀺􀀠EASEMENT PARK DRAINAGE IMPROVEMENTS ADDISON, TX '11 :ti',x,lrti<.ll1cc wi[h the jll'l.IV).!.jC)fl.,'i of the Cm'llfilct hr:lwt'cn th;: OWJI,:ra,1\1 the ('"lnnal'lll" it'i
lndif.mi?fj ;Ill(we. till' (t.1.«In "Wlli( trml(JJldllWi'Oj.\IMtlV) COMBERLAND CASUALTY & SURETY CO. 4311 W. WATERS, STE 401 TAMPA, FL 33614 . StlrlhlY, on '\;(Jnd of IIr(.,¥U 􀀱􀁽􀁪􀁉􀁊􀀧􀁉􀁾􀀧􀀠{/f
ul IJ;fr(re,\t. 'll «III(J'(ItWlI"j NORTHSTAR CONSTRUCTION, INC. 309 BIRCHWOOD FT. WORTH, TEXAS 76108 • CONTHA('TOH. 􀁨􀁥􀁲􀁴􀀧􀁾􀀠􀁾􀁬􀁰􀁰􀁮􀁊􀁶􀁴􀀧􀀧􀀧􀀧􀀠nllht., tinal p;lymCI)1 W
fhe C.lllltl'.:ICfJ It, tmd :'if:I't"t'$ thm nnal 􀁰􀁾􀁙􀁏􀀧􀁉􀁴􀀢􀁭􀀠to rhe 􀁃􀁯􀁮􀁲􀀮􀁬􀁾􀁬􀀧􀁬􀁉􀀩􀁲􀀠,..,h:lllll'.'{ 􀁲􀁃􀀡􀁬􀁩􀁴􀀡􀁶􀁴􀀮􀁾􀀠the SUI't;IY 01" IIny 􀁮􀁲􀁩􀁴􀁾􀀠ohllgaHon..;
hi TOWN OF ADDISON P.O. BOX 9010 5350 BELTLINE RD ADDISON, TEXAS 75001-9010 .OWNlm. IN WI'rNESS WI 'f.Hf.OP. ,It,· >"""Y 11:.. Ite",-"",,, "ctits hand un ,hisel,,,,. 27TH DAY OF SEPTEMBER,
2001 􀁦􀀱􀁬􀁴􀁾􀁲􀁬􀀠i" uri1itl!l,he mrplll)Mklllx'rihI' J{).f I1wm"* UrJ!,:'<fjjt! 􀁉􀁾􀁙􀁕􀀧􀀠t cu " SURETY COMPANY ,;,;;j.lflfllr<t";"ff!!..tlJe:jOAY/􀁾􀁔􀀡􀁩􀀢􀁾􀁬􀁭􀀻􀀠w:. EttlPf
ATTORNEY-IN-F1I.CT lI'tIIfU;{,;il#.,)({IIII.IItJ..; -• -.,":' CAUTION; You should Sign an original AlA document 'Illi/f nas lbli ellvtlon prlnled In red, An original assures Ihat changes
will not be obscured as may 􀁯􀁾􀀮􀁣􀀮􀁵􀁲􀀠when documenls are reproduced. See Instruction Sheet'ot Umiled license lor Reproducllon of Ihis documenl. G707-1994 
----TO: 97245028372149517303SEP-27-2001 15:27 FROM:FIA CUMBERLAND 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭CVMBERLAND CASUALTY & SURETY COMPANY POWER. OF ATl'ORNEY TAMPA, FLOlUDA PJUN'CIPAl.:
NORTHSTAR CONSTRUCTION. INC. EPI'SCrtVE DATE: 309 Birchwood Fort Worth, Texas 76108 CONTRACT AMOUNT: $87,818_00 AMOUNTOPBOND: $ 67,968.00 POWER NO. CC -29206 IaIOW IU.L MI'.N BY Tlll!S&I'IIJlSEN'n;
ThaI QImIled."" CoI»lty A 􀁓􀁕􀁉􀁃􀁦􀁙􀁾􀀬• CIIIIpOndon dilly OIPniud 1II\iIef N ,....of u.. SIll< of FlorIda. """iI\iI ito prio<ipaI tiIIb> 􀁉􀁾􀀡􀁨􀁥Cl!r ofr ... pt. F1otldo. ",_1<)!he
􀁲􀁏􀁬􀁉􀁭􀁴􀁬􀁬􀁾􀀠1!IOI1Olon, Jdo!Ud '" file I30aId of DI.....,,.. or lIIe ..id Cal!>pmy OIl 1M ISdl41y of "pta. 19!19. In wi" '1I"",IVIId, dial 1M ....Idm of !lie Compt/l)' wI! UVI
alllllOlily I<) ..w:c. _ ..., Odivcr a ,.,..., of AI1O....y 􀁟􀁩􀁬􀁾􀁬􀁩􀁮􀀦􀀠U 􀁟􀁾􀁉􀀬􀀮􀁉..IiIct. ludllI'/SCIII. Iitl11l, Of \lOIp<lCIIkms II .... Y .....I..,.., from d .... ., limo.
Be I, fUr'IIlor \IoIOlved, ""'111>0 .."",lure' of !lie 􀁾􀀮Socc<wy ...s lito $cal of Ole 􀁣􀁾may be aIII.ed ... Illy ..,... Power .r 􀁁􀁾􀀧􀀢""I 􀁾RItIlDeIlw:rtfA! by faoIIJmik. ...,
III)' lUQI po...." '" tltecwd BIId (lOIIifIed by r..:.inIlf. slsr-and r..,imP. OW m.1l ... ..sid BIId bind....upon Iho CompanjI iII!IIo 􀁾􀀬􀀮􀀱􀁉􀁢􀁾CO 'II)' 1lOed",_for!llo _ 0( IIlIIIIAaI
􀁾_or ftnll""IIftIttt 􀁾􀀧􀀡􀁭􀁾􀁾􀀺􀀺􀀭􀁭􀀺=􀀺􀀧􀀺􀁾􀀺􀀺􀀺􀀧􀀺􀀧􀀺􀀧􀁫􀁥􀀧􀀿􀀧􀀺􀀽􀀮􀀡􀀬􀀢􀀧􀀻􀀮􀁾􀂣􀀺􀁾􀀪􀀧􀁾􀀮􀀠LEWIS b .... BIId IIwf111_Cs)+r..:i:lrh1iII1""";"'BIId 􀀢􀀢􀀧􀁾􀀧􀁩􀁴􀁹􀀠h1:nOy
....r......, 10 iI. namo, plaCe BIId IroM, .. 1Ian. _ ..."""""edl" ."" 4cIlYCl in '14 belWr• ..., b:ott u4 deed...folr-, TIle obl\pll.. of Il1o CGmpoll)' _ IIOt e:u:ood ($2.000.000.(10)
dol....."lidCO I>Ind 􀁾CasuaIIY.t SIll1l1l' 􀁾􀁾.. !blI)' aM 10 lbo _.UlmIS if _ boIoI ... uni/cnll:I., w...1""" by tilt dlljynlborizalclr_ 􀁏􀀨􀁾􀁢􀁊􀁉􀁤􀁾􀀮􀁴&11'01)' Company....100
iI!C do(IIIId 􀁡􀁉􀁬􀁴􀁉􀁉􀁉􀁉􀁏􀀩􀀧􀁜􀁬􀁲􀁩􀁯􀀧􀁨􀂫􀁾􀀱􀁯l!I6l11\11Otiy heroi. aI..... ,1111 1trn1ll' IIlif!e4 mI c:on1innod. . IN WITN2S8 WRl!ltEOF. Cumbalam! Casull¥ Ill' !i1W'OIt
Cmlpoay .........001 1"-prwDlo t. be ollll'od by .....111""" .ft/uo COIIIp'II)' ODd lis 􀁾Seal.,"" _1IIIIlI:rI4. 
Application For Payment Client: Town Of AdolSOO COntractor : Northstar Constractlorl, Inc, 16801 Westgrow 309 Birchwood Lane Addison, T""", 75001 FortWortIl, Texas 76108 􀁃􀁯􀁲􀁮􀁾􀁁􀁷􀁡􀁮􀁲􀁥􀁤􀀺􀀠_
_____􀁾􀁊􀁵􀁾􀁾􀁾􀁉􀀽􀁉􀁾􀀬􀀲􀁾􀀰􀀰􀁾􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭ConIractAmount: $67,968,00 Perfod : August I, 2oo11oAugust31, 2001 Cslendar Days : AlloHed ____...,45c;-___ 􀁾􀁎􀁾􀀺______________􀁾􀀲____________
__ Used_____4::;5_____ $ 120 SY $ 12,00 9 111 120 $ 1,332,00 $ 1,440,00 12 CY $ 200,00 0 12 12 $ 2,400,00 $ 2,400,00 120 SY $ 44,00 0 120 120 $ 5,280,00 $ 5.280,00 1 Ea. $ 500.00 0,5
0 0.5 $ $ 250,00 1 LS $ 4,000,00 0.5 0,5 1 $ 2,000.00 $ 4,000,00 1 Eo. $ 3,200,00 0 1 1 $ 3,200,00 $ 3,200,00 2B9 LF $ 60,00 220 69 289 $ 4,140.00 $ 17,340.00•1 Ea, $ 1,200,00 .,,1 0
1 $ $ 1,200.00 1 LS $ 500,00 1 0 1 $ $ 500,00 368 LF $ 1.00 220 148 368 $ 148.00 $ 368,00 1 Eo. $ 2,500,00 0 1 1 $ 2,500,00 $ 2,500,00 79 LF $ 60,00 0 79 79 $ 4,740,00 $ 4,740,00 1 LS
$ 1,500.00 0.33 0,66667 1.000 $ 1,000.01 $ 1,500.00 1 LS $ 6,000.00 0,00 1 1 1,000 $ 6,000.00 $ 6,000,00 40 CY $ 200,00 0 40 40 $ 9,000.00 $ 8,000,00 1 LS $ $° PERFORMED ON ORIGINAL
CONTRACT $ 67,718,00 EXTRA WORK PERFORMED $ 10,962.50 TOTAL VALUE OF WORK TO DATE $ 76,B80,50 LESS RETAINAGE-10% $ 7,868,05 NET AMOUNT EARNED ON CONTRACT $ 70,812,45 LESS AMOUNT OF PREVIOUS
PAYMENTS $ 27,655,20 AMOUNT DUE THrS ESTIMATE $ 43,157.25 2 Dispose Of Exisl Cone, WI 3 Fill 4 5 1'><1' Gr, Inle! 6 Exist, Landscaping 7 x 4' Grate Inle! B HOPE Sloon Sewer 9 11 12 13
14 15 With Sod Certified By : 7?t,JJ􀁃􀁽􀀬􀀬􀁾􀀠94f1 Nortilstar Constructlorl, Inc. Town OfAddison Date 
PUBLIC WORKS DEPARTMENT (972) 450-2811 Post Office Box 9010 Addison. Texas 75001-9010 16801 Westgrove Northstar Construction 309 Birchwood Lane Fort Worth, TX 76108 MrHeimllch I am forwarding
to you a claim that was submitted by Mr. Ken Bandy to the Town ofAddison related to the Easement Park Drainage project. This claim is a result of the alleged damage to the owners property
during the construction ofthe project. Please accept this correspondence and attached claim as a need for your company to address and resolve this problem. Your timely disposition oftbis
matter is necessary and requested. Thanks for your cooperation Luke Jalbert Project Manager Town ofAddison 
@OOl " . . ,:, Mr. Ken Bandy 3903 Rive Lane "Addison, TX 75001 RE: Fund :tAember Town ofAddison Claimant .Ken Bandy Date ofLoss 09-26-01 'fML.lRP Oaim # 0200080493 Dear Mr. Bandy: This
letter is in regard 10 the claim that you have made against the Town ofAddison for the above-referenced matter. . · Based on the filets revealed in our investigation ofthis claim, it
appears that the Town of Addison haS no legal liability in this matter. The City is legally 􀁾􀁥􀁦􀁲􀁯􀁭liability for the . · property dainage clalin being brOught. against it as afforded
the City by common lawofTexas. Although the TexaS ·Tort Claims Act waives this imrollllity under certain circumstances, the facts ofyoUr case and the damages which you seek do not :fall
under any ofthe waivers set forth in this Act. For this reason, we must respectfully deny this claim in its entirety. Should you have any questions concerning this matter, please do
not hesitate 10 contact me. Sincerely, TammyLesak .Claims Specialist.. . . •'. TMf,. 􀁴􀁮􀁾􀁥􀁭􀁭􀁥􀁥􀁮􀁴􀁡􀁬Risk Pool TUg! 00: ValBenaviifus ..,.: :'.'. • ",' _"" L • ': .. 􀁔􀁯􀁷􀁲􀁬􀁯􀁦􀀧􀁾􀁤􀁤􀁩�
�􀁏􀁏􀀺􀀮􀀺􀀠. ::.' ..... ' ....... '.' ,-.'., . '. ' -' ... -'" .' :p' O'Box' "'010' ........ .. ' •• ;7 • '.' .,", • .• -, •• r':; '" ' . Addison/DC:75001"9010. . : .':. . .." 1l!21
Rulheri'o.rd Lane, FIrSt Floor • Austin, 'llrus 787S4 • (512) 491-2300 • (800) S37-66SS T ....... Onl)' P.O; Box 149194 • Austin, Texas 78714-9194 
: ". CLAIM NOTICE CLAIM NO. -=-:-:-:-:-.,--_ FILED THIS CLAIM, THE DAY 􀁏􀁆􀀭􀀺􀀺􀀭􀀺􀀭􀁾􀀧•______, 20 __ln ellher the Offices of the City Manager orthe Offiee of the City Secretary.
0" '-. . ,; ," .... "ReceIVed bv_·__________ (Above Space. for Office Use Only) City Manager or City Secrelary • Town of Addison PO Box 9010 Addison, Texas 75001·9010 Dear Sir: This
Is my nolice of claim against the Town of Addlson. The circumstances giving rise to this claim are as follows: 1. The Injury of damage occurred on the 1-£0111 day of Se(iember20J21 at
apprOximately 1 : 0 0 o'clock A..M. althe specific location of: 2. The damage or Injury occurred In Ihe follOWing manner: 3. The full extent of my damages and/or Injuries are as follows:
(Be specific. Allachestlmates, bills, etc., If available) ... . Dainage To:. . .. 4. The total amount of damages claimed Is: AmoUnt ofDBmageS . $_-----$_----$_----$_----$ 2. .811.2.0
PAGE 1 of ClAIM 
.-5. The following person(s) witnessed the accIdent: Work Pllone: ________--.:. 6, If bodily Injury was sustained, please slale the name of the Ooctor(s), If any, to whose care the Injured
person Is (was) commltieid. Doctors Name: ....,f\....''''-A''----_______ Address: Phone: Doctors Name: Address: ·.Pho·ne: . NAME (Please rlnt) THE ABOVE STATEMENTS ARE TRUE AND CORRECT
3'1D3 Q,Ve, LgOe.. AddlSoo ,'-XX =tst:o I ADDRESS .. HOME TELEPHONE NUMB,ER .. . NoY\(2.:. . WORK TELEPHONE NUMBER PAGE 2 of ClAIM 
. . '.' ... 􀁾􀁾􀀠, .. . . ', STATE OF TEXAS § COUNlYOF 04114 .s § . •the und rslgned Notary Public. on thIs day personally appeared , who beIng by me duly sworn, em his oath deposed
". '. and said thathel: 􀁨􀁾􀁬􀁳the clP.lmant. theforegoIng clalr:n; thathelshe has read the above and . . . . . foregolng'cralm;and that tlieacts cohialned ther!:iln are wltblnhlsperSonal
knowledge and are irue '.ani:l correct.' .',. ..,. . 􀁾􀁡􀁴􀁾􀀠􀀶􀁾􀀧􀀠ClAIMANT q cr-SUBSCRIBED AND SWORN TO before me on the If) 􀁾􀁡􀁹of 􀁾􀁌􀁵􀁊􀁶􀀮􀀠20Al-. to certify which witness
my hand and oHicial seal. lttJk 􀁾􀀠Notary Public In and For the State of Texas VaJe.r:e.. 􀁪􀀩􀀮􀀮􀁴􀁍􀀮􀁁􀀮􀀢􀀬􀀧􀁤􀁾􀀠s PrInted name "Chapter 2, Sections 2·23 trhough 2-27 of the
Code of Ordinances ofthe Town of Addison, Texas states that the Town ofAddtson shall never be liable for any claim for personal Injury, damage or Injury to personal property or real
property casued by the negligent act or omission of Its officers, servants, agents or employees, UNLESS, within ninety (90) days or within six (6) months for good cause shown from the
date the damage or Inlury was received, notice Is given In writing to the City M_ger or CitY Secretary• .'. 􀁆􀁕􀁒􀁔􀁈􀁅􀁒􀀬􀁴􀁨􀁥􀁔􀁾􀁾Or Adcilsonstiall 􀁲􀁩􀁾􀁥􀁲be 􀀱􀁉􀁾􀁬􀁥􀀠on
􀁡􀁾􀁾􀁮􀁴􀁾􀁦􀁾􀁹􀁤􀁡􀁮􀀬􀁾􀁧􀁥􀀠􀁯􀁾Inlury to PersOn· or to personal property artslng from or occasioned by any defect In any pubiic street, highway, ailey, grounds or public work
for the Town of Adcllson unless the specific defect causing the damage or Injury shall have been actually known to the CitY Manager at least twenty-tour (24) hoursprior to the occurrence
ofthe Injury or damage and proper deligence has not been exercised to rectify the defect. The notice herein requIred to be given to the City Manager orthe City Secretary of the ' specific
defect causing the damage or Injury shall apply where the de/act arose from any omission of the CitY Hself, through Hs agents, servants or employees. or acts of third party. PAGEII 01
CtAlM 
-------------.... INVOJ.CE ] 1[ CARPET EXCJlr·)NGE OF .N TX, n:c. 􀀴􀀹􀁦􀁲􀁾􀀱􀀠􀁾􀁕􀀺􀀻􀁈􀁉􀁃􀁜􀀮􀀠f(OA» 􀁃􀁾􀁌􀁌􀁁􀁓􀁾􀀠,·X 􀀷􀀵􀀲􀀴􀁾􀀠 􀂷􀀳􀀷􀀲􀀭􀀳􀁁􀀵􀀢􀂷􀀳􀁾􀁩􀀴􀀵􀀠 􀀡􀀮􀀴􀀭􀀧􀀺􀁾􀀬􀀠a/10/01
127864 􀁃􀁾􀁴􀁊􀀺􀀨􀀮􀁬􀀮􀁾􀁐􀁾􀁬􀀧􀀺􀀢􀀺􀀧􀁬􀁾􀀠􀀺􀁾􀁉􀀨􀀩􀀮􀀠􀁲􀀺􀁵􀁲􀀮􀁽􀀩􀀺􀀺􀀡􀀬􀁾􀀧􀁩􀀧􀀠214-673-6960 􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭...'. QUAI·.:-r;':TY
Ul'ilT ''-L: 􀁾􀀺􀀭􀁾..... . ----------------_._.. _---_._._.__.._-_._-_.' 􀀺􀁲􀀮􀀺􀀮􀀮􀀻􀂷􀁾􀀮􀀺􀁣􀀺􀀠.;·,i 􀁾􀀧􀀺􀀧􀁬􀀮􀀠:;:":!{ J:.;').t 􀁃􀁾􀀺􀂷􀀮􀀠􀀳􀁾􀀩􀀺􀀺􀀮􀀻􀀠_ 􀁾􀁾􀁥􀀻􀀠SF
"T,. .• 􀀬􀀭􀀺􀀮􀁾􀀠.;:! .:.. 􀀺􀀮􀀺􀁾􀀿􀀻􀀮􀀠. -. ,"'t"'...􀁾􀀺􀀺􀁲􀁲􀁲􀀮􀀬􀀺􀀬􀀮􀂷.. 􀀺􀀧􀀩􀁾􀀠􀀺􀀭􀀧􀀺􀁾􀁋􀀠31iJ;'j" ((J f-) '.'! 􀁅􀁾􀀠􀁾􀀬􀁾􀁾􀀻􀀠!::'{', t:.. ;'.: 􀁾􀀧􀀬􀀠"J 1:.,.􀀧􀀺􀀬􀁲􀀮􀁾􀀾
􀀠:N t.Ji,;.: '; , L0(}) EA v,J 00 ...-::::1 " 􀁾􀁪􀁾􀀭􀀩􀀠!:) ('I r:I'J F.l. UE,: 􀁄􀀺􀀮􀁾􀁾􀁊􀁦􀀮􀀻􀀠􀁆􀁴􀀮􀁏􀁏􀁆􀀺􀁾􀀠. t: .,;1 ....'" tal':1 ,S"". :1. .' 50 ,,"t.:'::7,. 􀀺􀀭􀀬􀀻􀁾􀀮􀀺􀀠r'
. ' 􀀭􀀺􀁾􀀠􀁬􀀧􀁾􀀠,.;:.', '[ 􀁪􀀢􀂷􀀺􀁔􀁴􀁾􀀬􀀠􀁉􀀺􀁾􀁄􀁄􀁉􀀮􀁊􀀻􀁜􀀡􀁄􀀠i.L, 00 LF e'!, ti)Mi €;,. !:i:F\ 􀁔􀁙􀁾􀀠":':;:c i .00 Ei't .1"_I,. (Ie '. 􀁾􀀮􀀧􀀠" '.,;. ' -.. ',; ... :,
..􀁾􀁩􀂷􀀺􀀨􀀩􀀠r:.·:.Jr3!::: 'L/lI{ 􀁆􀁾􀀠.I. .􀀢􀁾􀀨􀀧􀁩􀀠EA i!L, £(C) 1:.1 ....... ---'--􀁜􀁬􀀮􀁥􀁾􀁾􀁆􀁾􀀠􀁾􀀬􀁐􀀮{.s:· l'I ..-I;(;n'i<11 .IFFCRD E. CUMBIE c .,_,e1"V1. ce Mise Sah1s
Tal: s·\; II'!? 1 D?..􀀺􀁾􀀧􀀺􀀿􀀮􀀠\te DeliYered -.I ///TOTAL PAYNENTS 2,811.26 0"O'2:: BALANCE 2,811.26 0" 􀁾􀀺􀀧􀀺􀀭􀀺􀀺􀀧􀁉􀀠
FINANCE DEPARTMENT/ADMINISTRATION 5350 Belt LIne Road (972J 450-7051 E-mail 􀁙􀁢􀁰􀁾􀁡􀁶􀁬􀁤􀁥􀀵􀁀􀁲􀀮􀁾􀁟􀀸􀁤􀁤􀁬􀁳􀁯􀁮􀀠" liS _facslmlle (972) 􀀴􀁓􀀰􀀭􀀷􀀰􀀹􀁾􀀠-P.O. Box 9010 􀀮􀁁􀁾􀁤􀁩􀁳􀁯􀁄􀀬􀀠T
exiS 75001 􀁾􀁾􀁾􀁾􀀡􀁩􀀡􀂮􀀠VAL8ENAVIDES ADMINlSTRATlVESECRETARV October 1, 2001 Ms. Kathy Bandy 3903 Rive Lane Addison, TX 75001 Dear Ms. Bandy: Per your request, attached are claim
forms so that you may initiate a claim with the Town of AddJson in regard to an incident possibly indicating Town liability. Please include estimates of "" damages/injuries and/or invoices
and have the signatures notarized upon completion of the claim form and return to my attention. Upon receipt, the claim form and all other required 'correspondence will be forwarded
to our insurer as well as the Town's attorney. No further action will be taken on the Town of Addison's part until we receive your completed claim forms (originals) and estimateslinvoices.
We do provide free notary services on an appointment basis. We are located at: Town of Addison Finance Department 5350 Belt Line Rd. Addison, TX 75240 Should you need additionaiassistancewith
the claim process, please feel free to contactme at (972) 450-7051. "" " . . 􀁾􀁾􀁲􀁥􀁾􀀠Val Benavides Administrative Secretary, Finance Attachments 
· . . Valerie Benavides From: Ron Lee Sent: September 28. 2001 7:42 AM To: Valerie Benavides Subject: Resident Claim .. 􀁾􀁔􀁨􀁥resIdent that I spoke with you abbot 􀁹􀁥􀁳􀁴􀁥􀁲􀁤􀁡􀁙􀁬􀁾􀀺Kathy
Bandy . . . ... . ... . . . 3903 Rive Lane 􀁎􀀮􀁾􀀮􀀠7:>(Jo I972·980-2599 :Run Lee T'1J11'1t 0/.JIltrdlron :Parlis qperatitms:Manager 1 
FRDM Northstar Construction Inc. FAX NO. 8173670510 Aug. 15 2001 03:56PM Pi *NORTHSTAR CONSTRUCTJON, INC. * • General Contraetor • Office 817/367-3110 Fax 817/367-0510 Au8tl91 15. 200
I Mr. Luke Jalbert Project Manager Public Works DepartmeTll TO\\1I OfAddison 16801 Westgrow Addison, Texa. 75001 RE: Easement Park Drainage Improvements Dear Mr. Jalbert: While sIlTveying
fur the select till berms to be installed lIS per the plan., w. have discovered that there will be a significant avemm ofthe contract quantity. According to our calculations, we have
determined th.t approximately 57 cubic yards of select Illl is required to build Ibe berms 10 the .IevaliWlS shown on the plans. The contract quantity is 12 cubic yards. Attached is
• copy from tile plans showing the survey infonnation and calculatiDllS fur the volwnc of .eJea fill, Please let us know ifwe are to proceed as per the plans or ifthe Town of Addison
planSlorcvisethe berm plans to minimize the quantity OVemlI1. Please lei me know if I may be of further assistance. Sincerely, 􀁲􀁴􀁴􀀱􀁊􀁡􀀮􀁮􀁾􀀠Michael A. Heimlich Vice President
MahI200.l-05.02 309 Birchwood·Lane. Fort Worth, Texas 76108