• \ 
Civil Engineen'ng • Planning • Sun/eying June 7, 2001 Steve Chutchian Town of Addison 5300 Belt Line Road Dallas, Texas 75240·7606 RE: Arapaho Road Extension-Whole Property A£quisition
ARS Proposal No. 160·01..(161 Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal fur Profussional Services for the referenced
project. SCOPE /,'/; Prepare a Survey Plat and Description ofL'ot 3, Block I Addison Car Care Addition to be acquired by the Town ofAddison. Delivery ARS Engineers, Inc. will be able
to deliver two (2) signed and sealed Plats and Descriptions on or before Friday June 15,2001. ARS Engineers proposes to perfurm the Work outlined above for a lump sum ofOne Thousand
Two Hundred Dollars ($1,200.00), If you have any questions regarding this proposal, please feel free to call 􀁾􀁥􀀠at (214) 739·3152. If this proposal is acceeab1e, please have an authorized
representative ofyour firm sign below and retorn one original it to our office with Notice to Proceed. AUTHORIZATION Sincerely, Accepted by: 􀁾􀀠2Z4. Printed Name: 5TEt<EC/(vTCfI14"-'t.:::¥Survey
Manager Consulting Engineers 5910 N. Central Expressway' Suite 1000 • Dallas, Texas 75206 • Phone (214) 739·3152 • Fax (214) 750-8823 􀁥􀁾􀁭􀁡􀁩􀁬􀀺􀀠mail@arsengrs.com website: www.arsengrs.com

Civil Engineering • Planning • Surveying June 21, 2001 Steve Chutchian Town of Addison 5300 Belt Line Road Dallas, Texas 75240-7606 RE: Arapaho Road Extension-Property Survey of Pareel
15 showing Improvements ARS Proposal No. 160-01-072 In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services for the referenced
project. SCOPE Prepare a Survey Plat showing improvements and Description ofKJA Subdivision Part 2, Addison West Industrial Park. Delivery ARS Engineers. Inc. will bc able !O deliver
two (1) signed and sealed Plats and Descriptions on or bet'ore Friday July 06, 2001. ARS Engineers proposes to perform the Work outlined above for a lump sum ofThree Thousand Dollars
($3,000,00), If you have any questions regarding this proposal, please feel ITee to call me at (214) 739-3152. If this proposal is acceptable, please have an authorized representative
ofyour firm sign below and return one original it to our office with Notice to Proceed, AUTHORIZATION Accepted by: ft=e 􀁾􀀠Printed Name: 􀁓􀁔􀁾􀁖􀁅􀀠Sincerely, Title: Date: 6/22-/c
i 􀁾􀀻􀀮􀁰􀀠Survey Manager Consulting Engineers 5910 N Central Expressway· Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 e-mail: mail@arsengrs.com website:
www.arsengrs.com 
---------------------civil 􀁅􀁮􀁧􀁢􀁬􀁥􀁾􀁲􀁩􀁲􀁩􀁧􀀧􀀠• Planning • Surveying Stev.e Chutchian Town of Addison. .. ,'C' 5300 Belt Line Road Dallas, Texas 75240·7606 RE: Arapaho Road
Extension ARS Proposal No. 160·01·107 Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services for
the referenced project. SCOPE Stake the northern right of way Hne of Arapaho Road from Business to Marsh. Delivery ARS Engineers. In<:. will be able to stake the right of way within
48 hours ofnotice to proceed. ARS Engineers proposes to perform the Work outlined above for a lump sum ofSix Hundred Eighty Two Dollars and Fifty cents ($682.50). If you have any questions
regarding this proposal, please feel free to call me at (214) 739·3152. If this proposal is acceptable, please have an authorized representative ofyour firm sign below and return one
original it to our office with Notice to Proceed. AUTH RIZATION Accepted by: ___________ Printed Name: ___________ Title: Date, Hugh W. Knight, RPLS Survey Manager 􀁾􀁷􀂣􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁣􀀮􀀮􀁶�
�Consulting Engineers 5910 N. Central Expressway' Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 􀁥􀁾􀁭􀁡􀁩􀁬􀀺􀀠mail@arsengrs.com • website: www.arsengrs.com

Civil Engineering • Planning • Surveying October 15, 200 I Steve Chutchian Town of Addison 5300 Belt Line Road Dallas, Texas 75240-7606 RE: Arapaho Road Extension ARS Proposal No. 160-01-107
Dear 􀁾􀁶􀀱􀁩􀀮􀀠Chutchian; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services for the referenced project. SCOPE
Stake the northern right of way line of Arapaho Road from Business to Marsh. Deliverv ARS Engineers. Inc. will be·able to stake the right of way within 48 hours of notice to proceed.
ARS Engineers proposes to perform the Work outlined above for a lump slim of Six Hundred Eighty Two Dollars and Fifty cents ($682.50). If you have any questions regarding this proposal,
please feel free to call me at (214) 739-3152. If this proposal is acceptable, please have an authorized representative ofyour finn sign below and return one original it to our office
with Notice to Proceed. AUTH RIZATION Accepted by: ____________ Printed Name: ____________ Title: ______________Sincerely, Date: ________________􀁾􀀺􀁾􀀠Survey Manager Consulting Engineers
5910 N. Central Expressway· Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 e-mail: mail@arsengrs.com • website: www.arsengrs.com 
Sent by: ARS ENGINEERS 2147508823; 10/26/01 4:34PM;#736; Page 3/3 l{.\!}4?,.J Civil Engineering • Plal/lling • Sun:eying October 26, 200 I Steve Chutchian Town ofAddison 5300 Belt Line
Road Dallas, Texas 15240-1606 RE: Arapabo Road Extension ARS Proposal No. 160-01·112 Dear Me Chutchian; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present
this proposal for Professional Services for the referenced project. SCOPE Prepare Plat and Description for south remainderofParcel14 and prepare 3 railroad easements within Parcel 3.
Delivery ARS Engineers, Inc. will be able to deliver this on or before Friday November 2,200 I, ARS Engineers proposes to perform the Work outlined above for a lump sum of Four Thousand
Five Hundred Dollars ($4,500.00), Ifyou have anyqueslionsregardingthis proposal, please feel free to call me at (214) 739-3152, Ifthis proposal is acceptable, please have an authorized
representative ofyour firm sign below and return one original it to our office with Notice to Proceed. AUTHORIzf. TlON Accepted by: 􀁾f. Printed Name: IUfftf:I f. 11 Sincerely, Title:
DI12.£'-'7(;1«. 􀁑􀁲􀀭􀀭􀁅􀀬􀁷􀁾􀀮􀁟􀀱􀀠IDale: 􀁉􀁯􀀯􀀢􀀿􀀻􀁏􀀯􀁾I􀁾􀁍􀁾􀁾􀀠ifu;h 􀁾􀀬􀀠Knight, Survey Manager Con.suiting Engineers 59J() N, Central ExpreSJway • Suire /000 • Dallas,
Texas 75206 • Phone (214) 739·J 152 • Fax (214) 750-8823 􀁥􀁾􀁭􀁡􀁩􀀱􀀺􀀠mail@arsengrs.com web.tile: 􀁷􀁷􀁷􀀮􀀨􀀩􀁲􀁳􀁥􀁮􀁧􀁲􀁾􀀬􀁣􀀨􀀩􀁭􀀠
Sent by: ARS ENGINEERS 2147508823; 10126101 4: 34PM;#736; Page 2/3 Civil Engineering • Planning • Surveying October 26, 2001 Steve Chutchian Town of Addison 5300 Belt Line Road Dallas,
Texas 75240-7606 RE: Arapaho Road Extellsioll ARS Propos.1 No. 160-01-111 Dear Mr. Cbu\cbian; In responsetoa Request for Proposal. ARS Engineers, Inc. is pleased to presentthis proposal
for Professional Services for the referenced project. SCOPE Revise the Description and the Plat to reflect change in ownership. Delivery ARS Engineers. Inc. will be able to deliver this
on or before Wednesday. October 3] • 200 I. ARS Engineers proposes to pcrfonn the Work outlined above for a lump sum of Four Hundred Eighty Dollars ($480.00). If you have any questions
regarding this proposal, please feel free to call me at (214) 739-3152. If this proposal is acceptable, please have an authorized representative ofyour firm sign helow and return one
original il to our office with Notice to Proceed. AUTHORIl{\TION Accepted by: 􀁾􀁾􀀠Printed Name: Name: 􀁾􀁈􀀿􀀠􀁃􀁉􀁦􀁴􀀯􀁮􀀺􀀺􀁉􀁦􀁾􀀠Title: As.sU 7>'/"'-T CtTY C/Z>-ti(4• Date: I
(/130/0 I􀀺􀀯􀁾􀁾􀁾􀀺;Kni .RPLS Survey Manager Consulting Engineers 5910 N. Cenrrot Expressway. Suire /00() • Dallas, Texas 75206 • Phone (214) 739·3152 • Fax (214) 750·8823 e-mail:
mtliJ@arsengrs.com • websire: www.arsengr..1.com 
TOWN OF ADDISON PUBLIC WORKS To: HUGH 􀁾􀁴􀁖􀁬􀁲􀀨􀁦􀁦􀁬􀀠FAX.#: 214-7StJ-,f?23 Date: /6/3% I No. ofpages (including cover):_--,-3___ Phone: 972/450-2-RJG Fax: 972/450-2837 16801 Westgrove
P.O. Box 9010 Addison, TX 75001-9010 • 
HP LaserJet 3200se TOALASERJET 3200 invent 9724502837 OCT-30-Z001 10:1ZAM Fax Call Report Job Date Time Type Identification Duration Pages Result 716 1013012001 10:11:55AM Send 92147508823
0:50 3 OK TOWNOi' PUBLIC WORKS ADDISON From: Company: A 1i!5 e"" f f....􀁾􀁾... If'SC. FAXN: 214·-7sP-KJ';!jJ 􀁄􀀮􀁴􀁾􀁟􀀠/'/.l!:.1''''0/"'-11,-__ N... ofpq6 (IndtWl11J etrftr):,-,3=-_
Phone: 9721450-2R.I'6 in: 971/450..1837 16801 Westgtove P.O. Box 9010 AddiJonf TX 􀀷􀀵􀀰􀀰􀀱􀁾􀁾􀁕􀁬􀁬􀁏􀀠
------------------------Civil Engineenng • Plannillg • Surveying October 17, 200 I Steve Chutchian Town ofAddison 5300 Belt Line Road Dallas, Texas 75240-7606 RE: Arapabo Road Extension
ARS Proposal No. 160-01-108 Dear Mr, Chutchian; In response to a Request for Proposal, ARS Engineers, Inc, is pleased to present this proposal for Professional Services for the referenced
project. SCOPE Stake both right ofway lines ofArapaho Road from one hundred feel west ofTXU easement to fifty feel east of existing concrete channel. Deliverv ARS Er.gineers. Inc, will
he able to stake me right ofway within 48 hours ()f notice to proeeed, ARS Engineers proposes to perform the Work outlined above for a lump sum of Eight Hundred Thirty Five Dollars and
Fifty cents ($835.50), !fyou have any questions regarding this proposal, please feel free to call me at (214) 739-3152, If this proposal is acceptable, please have an authorized representative
ofyour firm sign below and return one original it to our office with Notice to Proceed. AUTHORIZATION Accepted by: ___________ Printed Name: ____________ I Title: Ii Date: Hugh W. Knight,
RPLS Survey Manager Consulting Engineers 5910 N. Central Expressway· Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214J 750-8823 e-mail: mail@arsengrs,com website: www.arsengrs.com

i 'Civil Engineering • Planning • Surveying October I 7, 200 I •• ,·';I!lf'/.\.;'·· PH::' ,':a for l,"Ii: r',:.JHJv., ;-( j",." '; ,"aSteve 'Chlitchian . .." -" ' .,. , .. ," TOWl)/lf
Addison 5390 􀁂􀁾􀁊􀁴􀀠Lin!;, Rgad Dallas, Texas 75240-7606 RE: Arapaho Road Extension ARS Proposal No. 160-01-108 Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers,
Inc. is pleased to present this proposal for Professional Services for the referenced project. SCOPE Stake both right ofway lines ofArapaho Road from One hundred feet west ofTXU easement
to fifty feet east ofexisting concrete channel. Del;,.:£n: ARS Engineers, Inc. will be able to stake the rigbt ofway within 48 hours ofnotice to proceed. ARS Engineers proposes to perform
the Work outlined above for a lump snm of Eight Hundred Thirty Five Dollars and Fifty cents ($835.50), If you have any questions regarding this proposal, please feel free to call me
at (214) 739-3152. If this proposal is acceptable, please have an authorized representative ofyour firm sign below and return one original it to our office with Notice to Proceed. AUTHORIZATION
Accepted by: ____________ Printed Name: ____________ Title: Date: 􀀻􀀻􀀻􀀯􀁡􀁊􀁾Hugh W. Knight, RPLS Survey Manager Consulling Engineers 5910 N. Central Expressway' Suire 1000 • Dallas,
Texas 75206 • Phone (214) 739-3] 52 • Fax (2]4) 750·8823 e-mail: mail@arsengrs.com • website: www.arsellgrs.com 
Civil Engineering • Planning • Surveying July 9, 2001 Luke Jalbert Town ofAddison 5300 Belt Line Road Dallas, Texas 75240-7606 RE: Arapabo Road Extension-Property Survey of Par\!ell
sbowing Improvements ARS Proposal No. 160-01-079 Dear Mr. Jalbert; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services
for the referenced project. SCOPE Prepare a Survey Plat showing improvements and Description of Lot 3, Block I of the Addison Car Care Addition. Delivery ARS Engineers, Inc. will be
able to deliver two (2) signed and sealed Plats and Descriptions on or before Friday July 20. 2001. ARS Engineers proposes to perform the Work outlined above for a Lump Sum Fee ofOne
Thousand, Eight Hundred Dollars ($1,800.00). If you have any questions regarding this proposal, please feel free to call 'e at (214) 739-3152. If this proposal is accefable, please have
an authorized representative ofyour finn sign below and return one original letter to our offfCe with with Notice to Proceed. Sincerely, 􀁥􀀺􀀺􀁾􀀠 Survey Manager AUTHORIZATION Acrepredby:
__􀁾􀁾􀁾􀁾􀁾􀁾_______ Printed Name: \.:--p",--",,,,-,-,-l 􀀻􀀺􀀺􀀻􀁥􀀮􀀡􀀮􀀮􀁶􀁴􀀽􀀭􀁌􀀭􀀽􀀮􀁾􀁟􀀠Dare: Consulting Engineers 5910 N. Central Expressway' Suite 1000 • Dallas, Texas 75206
• Phone (214) 739-3152 • Fax (214) 750·8823 e-mail: mail@arsengrs.com • website: www.arsengrs.com 
lnt by: ARS ENGINEERS 2147508823; 06/21/01 2:15PM;#134; Page 1/1 Civa Engineering • Planning • Surveying June 21. 2001 Steve Chutehian TOIIffi of Addison 5300 Belt Line Road Dalias,
Texas 75240·7606 RE: Arapabo Road Exten.iol>-Property Survey of rarcellS ....wing ImprO'llements AIlS Propos.1 N •• 160-01-072 Dear Mr, Chulenian; In response 10 a Request for Ptoposal.
ARS Engineers, Inc. is pleased to present this proposal for Professional Services for lhe referenced project. SCOPE Prepare a Survey Pial showing improvememsand Description ofKJA Subdivision
Part 2, Addison We<l.lndUSlrial Park, Delivery ARS Engineers. Inc, will beoble 10 deliver IwO (2) signed and seoled Plat' and Descriptions on or before 'Friday July06, 2001. ARS Engineers
proposes to perform the Work outlined above for a lump sum of Three Thousand Dollars ($3,000.00), If you have any questions regarding this proposal, please feel free to call me at (214)
739-3152. Iflhis proposal is acceptable, please have an authorized representative oryour firm sign below and return one original it to our office with Notice to Proceed. 􀁾􀀺􀀺􀀣Survey
Man.ger AUTHORl 􀀮􀀿􀁾􀀠Accepted by: 􀁾􀁦􀁯􀀭􀀭􀀢􀀢􀀬􀀭􀀭􀀭􀀭􀀬􀀺􀀺􀀺􀀺􀀢􀀬􀁟􀀭􀀬􀁾􀀬􀀭􀀢􀀬􀀭􀀭􀀢􀀺􀀢􀀬􀀺􀀽􀀭􀀭􀀭􀀬􀀭􀀬􀀬􀀬􀀺􀀬􀀠Printed Name: ......,:$,-,Tc..s::..-v-=c,---,=C,,-W.C-.....71=i:::!..I
fI.=. Title: A>JIJT/fI1r-T Car 􀀶􀁖􀁾􀀠• Dale: 􀁾􀀠/Z{ !IP I Conrulring Engineers 5910 N. Cemral Expresswal' • Suite 1000 • Dalla" Texas 75206' Phone (214) 739·3152 • Fax (214) 750·8823
e·mail: mail@arsengrs.com website: www.arsengrs.com 
HP LaserJet 32008e TOALASERJET 3200 9724502837 JUN-21-2001 15;29 Fax Call Report Job Date Time 490 6/2112001 15:28:49 invent Type Identification Duration Pages Result Send 92147508823
0:37 1 OK PIUI I' • .AlN>ll,2001 􀁾􀁡􀀮􀀮􀀮􀁤􀁊􀁩􀁵􀁬􀀠 􀁔􀁏􀀼􀁯􀁬􀁬􀁯􀁬􀁾􀀠 .UMSdtUtootllldtIoII., Tu.. 1n4o-1606 liE, 􀀱􀁾􀀻􀀡􀀺􀀺􀀮􀀽􀁾...tIJ'$.1'n)'orr.tloi 􀁴􀁨􀁾􀁬􀀮􀁰...",.1HIU
pg,."".Cln:hh,,,; 􀁾􀁾􀀽􀀺􀀺􀀢􀀧􀁾􀀢􀀢􀁉􀀧􀁲􀁯􀁰􀁭􀁉􀁉􀀮􀁁􀁬􀁬􀀤􀁦􀀮􀁯􀀺􀀧􀁢􀁯􀁣􀁮􀀬􀁉􀁣􀀧􀁩􀁬􀁰􀁬􀁎􀁴􀁤􀀢􀀧􀁰􀁲􀁴..􀁦􀁴􀁬􀁬􀁢􀀱􀁬􀁾􀁬􀁦􀁎􀀬... tC.l'oiIIlS¢rwiw 􀁾􀁉􀀤􀁬􀀮􀁯􀁭􀁲􀁰􀁲􀁬􀁬􀁬􀁬􀁨􀁑􀀾􀁴􀁉
􀁴􀁴􀀺􀁾􀁕􀁡􀁯􀀮􀁗􀀧􀁬􀁰􀁬􀁩􀁯􀀢􀁯􀁴􀁉􀁈􀁁􀁾􀁨􀁮􀁴􀁁􀁾􀁉􀁉􀁯􀁮􀁗􀁥􀀮􀁬􀁬􀁬􀁩􀀧􀁬􀁤􀁬􀁢􀁬􀁲􀁬􀁬􀁬􀀧􀀭􀀧􀂭"""" ru 􀁡􀀬􀁬􀁜􀀡􀁾􀁾􀀺􀀺􀀮􀁴􀁴􀁊􀁾􀁉􀁏􀁾􀁵􀀮􀀮􀁗􀁾􀁾􀀮􀁢􀁯􀁷􀀺􀁦􀁩􀁉􀁴􀁲􀀧􀀧􀀧􀁉􀀧􀁉􀁜􀁐􀁊􀁜�
�􀁕􀁉􀀼􀁉􀁦􀀱􀀧􀁬􀁭􀁉􀁾􀁏􀁯􀁉􀁬􀁡􀁮􀀠􀁾􀀧􀀪􀀻􀀺􀀧􀁾􀁜􀁾􀁉􀁯􀁵frl....􀁾􀁾􀀮􀁉􀀢􀁬􀁊􀁰􀁲􀁃􀁉􀁰􀁃􀀾􀁄􀁉􀀮􀁦􀁬􀁏􀀻􀁴􀁴􀀠Iftl ,":CI<II'I""" It t21(j1lf.Jlll. 􀁉􀁲􀁬􀁴􀀢􀁾􀁊II 􀁈􀀼􀀾􀁉􀁜􀁲􀀻􀁴􀁬􀀪􀁾􀁕􀀺􀀮�
�*Ul.!l/loriad ..􀁾􀁴􀁯􀁇􀀢􀀮􀁦􀀩􀁬􀁬􀁕􀁬􀀧􀁴􀀻􀁉􀁬􀁉􀁉􀀧􀀧􀁐􀀧􀁢􀁯􀁊􀀧􀀧􀀧􀂥􀁤􀁎􀁉􀁉􀁍􀀧􀁉􀁉􀀮􀀬􀁱􀁩􀁲􀁵􀁉􀁬􀁉􀁭􀁟􀀧􀀧􀀧􀀧􀀧􀀡􀁜􀀡􀁉􀀠Ar;wp«lfl:r;􀁁􀁉􀁊􀁔􀁉􀁉􀀧􀀧􀀧􀁾􀁾A.. . Prln:t4N*"I=!
nEVE... t:M<Tl:@Tidt: 􀁤􀀮􀁊􀀮􀁊􀁉􀁊􀁔􀁾􀁾􀁔􀀠LETt 􀀶􀁙􀁾􀀠j-q.12.t/<>t 
Civil Engineering • Planning • Surveying November 01,2001 Luke Jalbert Town of Addison 1680 I Westgrove Addison, Texas 75001-9010 RE: Arapaho Road Extension ARS Proposal No. 160-01-114
Dear Mr. Jalbert: In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services for the referenced project. SCOPE Prepare Plat
and Description for revising Parcel 21E to show change in ownership. Delivery ARS Engineers, Inc. will be able to deliver 3 sets of signed and sealed descriptions and plats on or before
Friday November 9, 200 I. ARS Engineers proposes to perform the Work outlined above for a lump sum of Four Hundred Dollars Fifty Dollars ($450.00). If you have any questions regarding
this proposal, please feel free to call me at (214) 739-3152. If this proposal is acceptable, please have an authorized representative of your firsign below and return one original it
to our office with Notice to Proceed. AUTHORIZATION Accepted by: ___________ Printed Name: ___________ Title: _______---''--____ Date:􀁾􀁾􀀠Hugh W. Knight, RPLS Survey Manager Consu/ling
Engineers 5910 N. Central Expressway' Suile 1000 • Dallas, Texas 75206· Phone (214) 739-3152 • Fax (214) 750-8823 e-mail: mail@arsengrs.com • website: www.arsengrs.com 
Sent by: ARS ENGINEERS 2147506623; 11[01[01 11:21AM;#792; Page 2[2 Civil Engineen'ng • Planning SurveyingI November 01, 2001 tuke Jalbert Town of Addison 16801 Weslgrove Addison, Texas
75001-9010 RE, Arapaho Road Extension ARS Proposal No. 160·01·114 Dear Mr. Chutcnian; In response to a Request tor Proposal,ARS Engineers, Inc. is pleased to present this proposal for
Professional Services for the referenced project. SCOPE Prepare Pial and Description for revising Parcel21E to show change in ownership. Delivery ARS Engineers, Inc. will be able to
deliver 3 sets ofsigned and sealed descriptions and plals on or before Friday November 9, 200I. ARS Engineers proposes to perform Ihe Work outlined above for a lump sum of Four Hundred
Dollars Fi fiy Dollars ($450.00). Ifyou haveanyqueslionsregardingthis proposal,please feel free to call me at (214) 739-3152. Ifthis proposal is acceptable, please have an authorized
representative ofyour finn sign below and return one original it to our office with Notice to Proceed, AUTHORIZATION Accepted by: ___________ Printed Name: ___________ Title: _____________
Date:􀀣􀁷􀁾􀀠Hugh W. Knight, RPLS Survey Manager Consulting Engineers 5910 N. Central Expressway. Suite 1000 • Dallas. Texas 75206 • Phone (214) 739·3151 • Fax (lU) 75()·81123 e-mail:
mail@ursengrs.com website: www.arsengrs.com 
Civil Engineering • Planning • Surveying November 0 t, 2001 Steve Chutchian Town of Addison 5300 Belt Line Road Dallas, Texas 75240-7606 RE: Arapaho Road Extension ARS Proposal No. 160-01-113
Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers, Ine, is pleased to present this proposal for Professional Services for the referenced project. SCOPE Prepare
Plat an,i Description for revising Parcel 18-1 to clear improvements, Deliverv ARS Engineer:;, Inc, 􀀬􀀬􀁾􀁩􀁬􀀠be able to deliver3 sets ofsigned and sealed descriptions and plats on
or before Friday November 9, 200 I. ARS Engineers proposes to perform the Work outlined above for a lump sum ofOne Thousand Three Hundred Dollars ($1,300,00), Ifyou have any questions
regarding this proposal, please feel free to call me at (214) 739-3152. Ifthis proposal is acceptable, please have an authorized representative ofyourfinn sign below and return one original
it to our office with Notice to Proceed, 􀁾􀀢􀁣􀀻􀀢􀀮􀀶􀀱􀀮􀂣􀀧􀀧􀀷􀀷􀀧􀀭Hugh W. Knight, Survey Manager AUTHORIZATION Accepted by: ___________ Printed Name: _____ Title: ______________
Date: Consulting Engineers 5910 N, Central Expressway· Suite 1000 • Dallas. Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 􀁥􀁾􀁭􀁡􀁩􀁬􀀺􀀠mail@arsengrs,com website: www.arsengrs.com

sent by: ARS ENGINEERS 2147508823; 11/01/01 9: 14AM;#787; Page 2/2 CNiI £ngineen'ng • Planning , Sun'eying November 0 I, 2001 Steve Chulchian Town of Addison 5300 Belt Line Road Dallas,
Texas 75240-7606 REi Arapaho Road Extension ARB Proposal No. 160.01·113 Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers, Inc, is pleased 10 present this proposal
for Professional Services for the referenced project. SCOPE Prepare Plat and Description for revising Parcel 18· I 10 clear improvements, Delivery ARS Engineers, Inc. will be able to
deliver 3 sets ofsigned and sealed descriptions and plats on or before Friday November 9, 200 I ARS Engineers proposes to perfonn the Work outlined above for a lump sum of One Thousand
Three Hundred Dollars ($1.300.00). Jfyou have any questions regarding this proposal, please feel free to call meal (214) 739-3152. If this proposal is acceptable, please have an authorized
representative of your firm sign below and return one original it to our office with Notice to Proceed. ~# ~# 􀁁􀁕􀁔􀁈􀁏􀁒􀁉􀁚􀁁􀁔􀁾􀁾􀀮􀀠#' Accepted by: 􀁾􀀠􀁾􀀮􀀠 Printed Name: >ni-'E
CHvTC/lI4"V Title: hJISTA-r..-T CIT!--E;t,-t<rl<-E Dale: /I It/pI Hugh W. Knight, RPLS Survey Manager Consulting Engineers 5910 N. Cemral Expressway· Suile 1000· Dalla". Texas 75206·
Phone (214) 739-3152 • Fax (214)750-8823 􀁾􀀭􀁭􀁡􀁩􀁬􀀺􀀠mafl@arse'ngn.com website: WW\i.'brsengrs.(.:om 
sant by: ARS ENGINEERS 2147508823; 11/01{01 9:14AM;U787; Page 1/2 FAX TRANSMITTAL FORM 􀁾􀁁􀁒􀁓􀁊􀀠 5910 N CENTRAL EXPY, SUITE 1000 DALLAS, TEXAS 75206 214-739·3152 • 214-750-8823 FAX
0, Steve Chutohian COMPANY, , Town ofAddison fAX NO: ! 972450-2837 PHONE NO: 972 450-2886 : ,RE: Arapaho Road Extension fROM: Hugh W. Knie:ht RPLS PATE: lllU2()0l TOTAL NO. OF PAGES
INCLUDING COVER: 2 I i PROJECT NO: 160-o1-113 DISTRI8unON: Ayub, Master, Proposal I ...rURGENT "FOR REVIEW '" COMMENT '" RESPOND '" INFO ONLV ! NOTES/COMMENTS: Attached Is the cost estimate
you requested. If you have any questions or need more information please call • IF VOU FAll TO RECEIVE ALL OR PART OF THIS FACSIMILE TRANSMISSION, OR IF IT I NOT LEGIBLE, PLEASE CALL
(21<\) 739-3152 THANK YOU 
TOWN OF ADDISON PUBLIC WORKS From: 􀀵􀀭􀁦􀀭􀁥􀁾􀀠Cf{vTCf!I4/l/Company: .A es Zf4-7SZ?-gJ"23 Phone: 972/450-2-r5'J'6 FAX #: f?:l 4Si9-Fax: 972/450-2837 Date: 1/II/0( 16801 Westgrove No.
ofpages (including cover): __2.___ P.O. Box 9010 Addison, TX 75001-9010 
􀁁􀁇􀁒􀁅􀁅􀁍􀁅􀁎􀁾􀀠)ration, hereinafter called "ENGINEER", and the To.., linafter called "OWNER." THIS AGREEMENT is made by an WHEREAS, Owner desires Engineer to perform certain work
and services set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter referred to only as "services",
specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following Basic
and Additional Services, when authorized in writing by a notice-toproceed, shall be perfonned by the Engineer in accordance with the Owner's requirements for design of Arapaho Road from
Marsh Lane to Surveyor Boulevard. I. Project Definition This project consists of the preparation of plans and specifications for bidding and construction of Arapaho Road from Marsh Lane
to Surveyor Boulevard (the Project). The project will be a 4-lane reinforced concrete roadway from Marsh Lane to Surveyor Boulevard. Tum lanes will be provided at Marsh Lane, Business
Avenue, Commercial Drive and Surveyor Boulevard. A raised curb median divider will be provided from west of Commercial Road to Surveyor Boulevard. Services will include geotechnical
investigation and recommendations; final construction plans for the rgadway, stonn drainage, water, wastewater, landscaping, irrigation, 􀁴􀁲􀁡􀁦􀁦􀁩􀁾􀀠signals, construction sejuencing,
and striping; bid document originals; record drawings; and c&'rdination with franchised utilities, the Town of Addison, City of Carrollton, and applicable agencies. II. Detailed Scope
ofBasic Services The project has been implemented in several phases consistent with the availability of funds to complete final construction plans and specifications and to finance the
construction. The Scope of Services for Phase I and Phase II are described in a separate scope of services and Agreement executed February 12, 1997 with official authorization to proceed
dated March 9, 1998. The Basic Scope of Services for Phase ill, Phase IV, and Phase V are described herein. 1 
A. Phase III -Final Design 1. Prepare final construction drawings that incorporate preliminary review comments from Phase II. (Scale I" = 20' Horizontal and 1" = 5' Vertioal except as
noted.) The plans will be designed to meet ADA requirements. The following sheets shall be included: a. Cover Sheet b. Quantity Summary Sheet c. Construction Phasing (Scale 1" = 40')
d. General Notes and Typical Sections e. Existing Utilities f. Demolition Plan g. ROW Plan h. Retaining Walls (General Notes and Typical Sections) i. Utility Relocation Plan j. Paving
Plan and Profile Sheets k. Paving Details 1. Striping Plans (Scale 1" = 40') m. Striping Details 􀁾􀀠 n. Grading Plan 7 o. Driveway and Special Grading Sheets p. Drainage Area Map (Scale
1" = 100') q. Storm Drain Plan and Profile Sheets r. Storm Drain Details s. Roadway Cross Sections t. Street Lighting Plan 2. Prepare Contract Documents 2 
3. Prepare Estimate of Final Construction Cost 4. Submit two (2) sets of plans to the Town of Addison for final review. 5. Incorporate Town's final review comments into final plans.
B. Phase IV -Bidding and Contract A ward 1. Prepare Advertisement for Bidders. 2. Print 35 half-size sets of plans and bid documents. 3. Attend pre-bid meeting. 4. Prepare necessary
addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder to the Town of Addison for the award of the construction contract. B. Phase V -Construction
1. Provide three (3) full-size blackline sets of plans for Town and Con tractor. 2. Attend pre-construction meeting. 3. Periodically inspect project during construction. 4 . Respond
to requests for information. 1 .... 5. Review submittals, as required by the contract documents. "! 6. Prepare mylar record drawings and electronic files. 7. Attend final inspection.
Ill. Detailed Scope ofAdditional Services • A. Surveying 1. Prepare construction easement plat and description for an estimated construction of 7 driveways on private property. 2. Research
records, obtain documents and prepare Parcel plat and description for additional parcel (No. 20). 3 
3. Assist the geotechnical engineer in re-establishing the centerline. 4. Establish elevation at site of bore holes for subsurface exploration. 5. Provide project control staking. B.
Geotechnical Investigation The purpose of the geotechnical investigation will be to sample and evaluate subsurface conditions along the proposed project alignment and from this data
develop engineering design parameters for design and construction of the proposed improvements and to provide recommendations regarding these improvements. 1. Field Exploration Subsurface
conditions along the alignment of the Project will be evaluated by the drilling of six borings. The borings will be drilled to a depth of 10 feet or two feet into gray limestone whichever
is shallower. Cohesive soils will be sampled using a thin-walled Shelby tube sampler while granular soils will be sampled by means of the splitbarrel sampler in conjunction with the
Standard Penetration Test (SPT). Texas Highway Department (THO) cone penetrometer tests will be performed in the primary rock strata, if encountered. Borings will be drilled dry without
the aid of drilling fluid and water level measurements will be made in each borehole at the completion of drilling and at least 24 hours later. This data will be reported on the boring
logs. 2. Laboratory Tests The necessary laboratory work will be performed in order to provide the required geotechnical design information. The project geotechnical engineer will classify
the samples recovered from the field investigation in the laboratory. A laboratory testing program will then be implemented to evaluate the pertinent engineering properties of the encountered
deposits. Laboratory testing will include liquid and plastic limit, moisture content, and calibrated penetrometer tests. Lime series tests will.be performed to determine the optimum
lime content for subgrade stabilization. It is not anticipated that any hazardous materials will be encountered in the geotechnical investigations, and therefore no environmental tests
will will be performed on soil samples obtained. Should it become evident that environmental tests are necessary, 4 
these will be authorized and paid for under provisions of a supplemental agreement. 3. Engineering Analyses and Report The results of the field investigation and laboratory test programs
will be evaluated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineeringreport. Three copies of the report will be submitted. The report will include the following: a. Logs of boring, laboratory test results, borehole water level observations, and a plan
or borings. b. Recommendations for pavement subgrade preparation. c. Recommendations for concrete pavement seetions based upon traffic infonnation and standards of the Town of Addison.
d. Recommendations for design of retaining walls to include lateral earth pressures, drainage requirements, allowable retaining wall footing bearing resistance, and retaining wall footing
sliding resistance. e. Recommendations for design of a box culvert. f. Discussion of the presence of groundwater and the the impact of groundwater on the pavement design. 4. Other Environmental
Considerations The extension of Arapaho Road will requ'e demolition of existing buildings. An environmental assessment of these buildings should be made to determine if any hannful materials,
such as asbestos, will be encountered during demolition. This work has not been included within the scope of services. Ifthese services are desired, they may be accomplished under the
provisions of a supplemental agreement. Material testing during construction has not 􀁢􀁥􀁾􀁮􀀠included within the scope of this investigation. C. Traffic Study 1. Data Collection 5

Existing and projected traffic volumes on Arapaho Road were obtained from the Town of Addison and North Central Texas Council of Governments (NCTCOG). respectively in Phase I and Phase
II of previous engineering studies. 2. Traffic Analysis a. Prepare preliminary traffic signal design plans and specifications for Arapaho Road intersections with Surveyor and Marsh Lane.
Plans and specifications will be prepared using Town of Addison standards. b. Review plans and speCifications with Town of Addison and revise as necessary. Prepare final plans, specifications,
construction estimates and contract documents for installation of traffic signals. c. Prepare signal timing plans for the two intersections based on projected traffic flows and turning
movements. D. Landscape Architecture and Aesthetic Treatments Areas for landscaping and aesthetic enhancement of Phase II of the Arapaho Road Extension Project, from Marsh Lane to Surveyor
Boulevard, is generally limited to the parkway between the right curb and right-of-way line. A short length of median west of Surveyor is also available for landscaping. The landscape
improvements included herein shall respond to the Town's landscape ordinance and guidelines and critical visibility concerns shall be incorporated into the overall roadway improvements.
1. Landscape Schematic Design Attend a kickoff/programming meeting with the Town of Addison. 2. Design Development The Design Development Package will be developed for Phase II and Phase
III construction of the Arapaho Road Extension from Marsh Lane to Addison Road. a. Based on the approved Schematic Design, the Landscape Architect will prepare a Design Development Package.
This Package will include the following: • Materials Plan • Site Grading Plan • Site walls/entry features 6 
• Hardscape/paving and sidewalks • Site lighting (location and fixture type only -circuiting by others) • Landscape Plan • Critical cross"sections This package will include an appropriate
level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refine Probable Construction Cost. b. Prepare an Opinion of Probable
Construction Costs based on Design Development Drawings. c. Meet with the Town to review the Design Development Package and receive comments from Town staff for incorporation into the
construction document package. 3. Construction Documents The Construction Documents, based on the approved Design Development Package will be prepared for Phase IT construction of the
Arapaho Road Extension, from Marsh Lane to Surveyor Boulevard. a. The construction documents will include the following: • Layout and Materials Plan • Enlarged Intersection Layout and
Materials Plan, if required • Grading Plan for the R.O.W. Improvements • Enlarged Intersection Grading PJan, if required • Planting Plan i • Enlarged Intersection Planting Plan, if required
• Irrigation Plan • Enlarged Intersection Irrigation Plan, if required • Site Lighting (location and fixture type; circuiting by others) • Details and sections at appropriate scales
necessary to convey the sizes, appearances, finishes, and colors of all pavements, walls, site furnishings, and light fixtures • Coordinate structural details and incorporate on plans
to be approved by structural b. Prepare Technical Specifications (CSI format) describing all elements of the proposed work. 7 
c. Prepare a revised Opinion of Probably Construction Costs based on Design Development Drawings. d. Meet with the Town to review the Construction Document Package and receive comments
from Town staff for finalizing the construction document package. 4. Phase II Construction Bidding Services a. Prepare a list of qualified potential contractors who can perfonn the work.
b. Prepare addenda as may be required during the bidding or negotiating process. c. Assist the Town in the evaluation and assessment of bids or negotiated proposals. d. Propose and/or
evaluate value engineering and substitutions with respect to cost implications and effect on quality and/or scope of the work. SECTION 3. PAYMENT Owner shall pay Engineer for services
authorized in writing as properly performed by Engineer on the basis herein described, subject to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation
Payment shall be made monthly by Owner to Engineer based upon statements submitted by the Engineer for work performed. 1 Comper4ation for performing Basic Services shall be on a Lump
Sum Basis as developed through man-hour estimates presented in Exhibit B and C. The Lump Sum amount for Basic Services shall be $246,484.52. Compensation for Additional Services and
expenses shall be made based on actual invoices received from subcontractors and/or material supplies incurring costs attributable to the project. The estimated fee for Additional Services
for subconsultants is given in the attached Exhibits D, E, F and G. 􀁾􀁔􀁨􀁥􀀠maximum Additional Services fee shall be $47,639.00. Engineer agrees to perform the Basic and Additional
Services to complete the project for a maximum total fee of $294,124. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and
the coordination of the design, drawings, plans, specifications, estimates, 8 
and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review any errors or deficiencies that are attributable to
the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of, nor payment for, any of the services required
under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement, and Engineer
shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent perfurmance of any of the services furnished under this
Agreement. The rights and remedies of Owner under this Agreement are as provided by law. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this
Agreement in a proper, efficient and professional manner in accordance with the Owner's requirements. As time is of the essence for this Agreement, the services for Phase II construction
shall be completed within nine months of Notice-toProceed. In the event Engineer's performance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer
may request an extension of time for the perfurmance ofsame as hereinafter provided. Ifsuch delay is in excess of 60 days on anyone occurrence or a cumulative delay of over 180 days,
Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially inhibits the Engineer from proceeding
with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and awaiting critical information to be supplied by Town or franchised
utility cOfpanies. No 􀁡􀁬􀁬􀁯􀁾􀁣􀁥􀀠of any extension of time, for any cause whatever, shall be claimed or madeby the Engineer, unless Engineer shall have made written request upon
Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon the allowance of additional time
to be made. SECTION 6. DOCUMENTS • All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data
or work items, etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required
by law or by Owner. 9 
Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all instruments
of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work of Owner
other than that specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees to protect, defend, indemnifY and hold harmless the Engineer,
their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or
damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability
on account ofinjury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to such other work except where Engineer participates in such other work. Engineer agrees to and does hereby grant to Owner a royalty-free
license to such instruments ofservice which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert
any rights or establish any claim under the design patent or copyright laws. Engineer, after completion of the project, agrees to furnish the originals of such instruments of service
to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination ofthis Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written notice to the Engineer. In the event suspension or termination
is without cause, payment to Engineer, in accordance with the terms of this Agreement, will be made on the basis of services jeasonably determined by Owner to be satisfactorily performed
to date of suspftnsion or termination. Such patment will be due upon delivery of all instruments of service to Owner. "! Should the Owner require a material modification of its contract
with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's
services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement, for the services reasonably determined by Owner to be properly
performed by ttte Engineer prior to such termination date. Engineer may terminate this Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform
in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt of the the termination notice to cure or to submit a plan for cure acceptable to the
Engineer. In the event the parties cannot agree upon an acceptable cure within 10 
a reasonable period of time from the date of notice, Owner may terminate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's
Compensation and Employer's Liability Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during
the term of this Agreement, insurance (including, but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against
liability from damages because of injuries, including death, suffered by any person or persons other than employees of Engineer, and liability for damages to property, arising from or
growing out of Engineer's operations in connection with the performance of this Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum ofnot less
than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering
damages to property shall be in the sum ofnot less Three Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage
to protect Engineer from liability arising out of the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. A signed
Certificate of Insurance, satisfactory to Owner, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under this Agreement.
Such Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates
shall terminate after completion ofthe project. Owner s!-all be named as an "additional insured" party on all insuran"" 􀀡􀀬􀁮􀁬􀁩􀁣􀁩􀀬􀀬􀁾􀀬􀀠except for Worker's Compensation and Professional
Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itself to Owner in the following respects, to wit: • The Engineer hereby
agrees to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from
and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense
ofsuch suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in 11 
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone
else under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance of any services called for by this Agreement.
In the event one or more of the Indemnities is determined by a court of law to be jointly or derivatively negligent or liable for such damage or injury, the Engineer shall be obligated
to indemnifY Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction of the improvements covered under this Agreement. Acceptance and approval
of the final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees, associates, agents and Engineers for the
accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and work; or other documents prepared by Engineer, its employees, contractor, agents
and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer is
subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees as employees
of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Enlfilleer further agrees to indemnifY and hold Owner harmless
and reimburse it. for any expenses or 􀀡􀁩􀀺􀀺􀀮􀁢􀁭􀁴􀁹􀀮􀁩􀀡􀀡􀁾􀁬􀀡􀁉􀁔􀁥􀁤􀀠,_,!!d'?" 􀀮􀁾􀀮􀁩􀀨􀁬􀀠􀁾􀁴􀀿􀀮􀁴􀁬􀀮􀁬􀁴􀀢􀀬􀀮􀀠{n connection with emplovees of Engineer. 􀁾􀀠􀁾􀀠SECTION
11. INDEMNIFICATION FOR NON-PAYMENT Engineer shall defend and indemnifY Owner against and hold Owner and the premises harmless from any and all claims, suits or liens based upon or alleged
to be based upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management costs incurred by Engineer ill. performing this Agreement. SECTION 12.
ASSIGNMENT Engineer shall not assign or sublet this Agreement, or any part thereof, without the prior written consent of Owner. 12 
SECTION 13. APPUCABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating or
applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the provisions
ofthis Agreement as to the quality or character of the service or time ofperformance, and the failure is not corrected within ten (10) days after written notice by Owner to Engineer,
Owner may, at its sole discretion without prejudice to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration to Engineer except
for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including reasonable salaries
and travel expenses of Engineer to and from meeting called by Owner at which Engineer is required to attend, but shall not include any loss ofprofit of Engineer. In the event, of such
termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others. In either event, the Engineer
shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may be due or
that may thereafter become due to Engineer under and by virtue of this Agreement. • Owner may, without terminating this Agreement or taking over the services, furnish the necessary materials,
equipment, supplies and/or help necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be consideA:.d in default of this 􀁾􀀠Agreement for delays in performance
caused by acts of the Owner or "! other circumstances beyond the reasonable control of the Engineer. SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services, additional services
or change in the services will be made by Engineer without a written agreement with Owner prior to the performance of such services. • SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement
will be effective upon execution of the contract by and between Engineer and Owner. 13 
SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements,
or stipulation bearing upon the meaning or effect of this Agreement which have not been incorporated herein. This Agreement may only be modified, amended, supplemented or waived by a
written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and co=unications hereunder shall be in writing
and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page ofthis Agreement. The
address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use ofsingular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2000. OWNER: ENGINEER: TOWN
OF ADDISON, TEXAS HNTB CORPORATION 􀁾􀁜􀀬􀁊􀁤􀁾Ron }¥hitehead, City Manager 530lfBeltline Road P.O. Box 144 Central Division Addison, Texas 75001-0144 14114 Dallas Parkway, #630Wi@Q'9?0
. Benj Vice President 14 
EXHIBIT A ARAPAHO ROAD EXTENSION MARSH LANE TO SURVEYOR BOULEVARD FEE PROPOSAL·SEPTEMBER 2000 Phase III -Final Design Phase IV -Bidding and Contract Award Phase V -Construction Basic
Services Job Title Hours Rate/Hour HNTB Project Manager 240 $53.00 $12,720.00 Assistant Project Manager 296 $44.00-. $13,024.00 Project Engineers 384 $32.00 $12,288.00 Design Engineers
430 $23.00 $9,890.00 CADD Technicians 444 $22.00 $9,768.00 Clerical 184 $17.00 $3,128.00 Direct Labor Cost Phase III, Phase IV, and Phase V Basic Services $60,818.00 Indirect Labor,
Overhead $93,830.01 HNTB Subtotal $154.648.01 Profit and Contingency $23.197.20 Out-ai-Pocket Expense $4,250.00 HNTB Subtotal Fee, Basic Services $182,095.21 GBW See GBW Proposal $64,389.31
Basic Services Fee $246,484.52 􀁾􀀠Additional Services Surveying, See ARS Inc. Proposal $3,572.00 Geotechnical, See TerraMar Proposal $5,785.00 Traffic Engineering, See Jack Hatchell
Associates Proposal $14,500.00 Landscaping. See HNTB Proposal $23,782.00 Subtolal Fee, Addilional Services $47,639.00 • TOTAL FEE FOR SERVICES $294.124 
Exhibit B ARAPAHO ROAD EXTENSION PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS ,.. ENGINEERING SERVICES Number Project Senior Project Design of Sheets Manager
Engineer Engineer Ellgineer CADD Clerical GBW A. Phase III -Design and Plans 1. Construction Drawings a. Cover Sheet 1 4 16 1 b. Quantity Summary Sheets 3 16 16 2 c. Removal Sheets 1
8 8 16 d. Utility Relocations 2 4 8 76 e. Construction Sequence 2 8 96 f. General Notes, Typical Sections 1 8 8 16 g. Plan and Profile Sheets 5 8 40 80 110 h. Paving, Sidewalk, Intersection,
Misc Details 3 20 48 80 I. Driveway Details, Spec Grading 1 16 32 16 j. Striping Plans and Details 3 12 58 k. Drainage Area Map 1 4 60 I. Stormwater Calculations 1 8 30 m. Storm Drain
Plan and Profile 2 16 116 n. Storm Drain Details 1 28 o. SW3P Plans 2 4 104 p. SW3P Details 1 4 44 q. Traffic Signal Plans, Details ...... 6 8 104 r. Roadway Lighting, Details 3 4 60
30 s. Signing, Plans and Details 3 60 30 I. Specs and Contrac1 􀁄􀁾􀁣􀁵􀁭􀁥􀁮􀁴􀁳􀀠40 24 40 u. Construction Cost Estimates 8 24 40 24 v. Review Comment Revisions 24 8 12 40 w. Bid Quantities
20 36 48 44 2. Building Demolition Plans a. Cover Sheet 1 4 16 1 b. Site Plan and Details 1 4 16 16 c. Specifications and Contract Documents 4 24 Subtotal Hours -I 0 I 152 340 I 316
402 28 824 Sheet 1 of 2 
Exhibit B Number Project Senior Project Design of Sheets ManaQer EnQineer EnQineer EnQineer CADD Clerical GBW ! 3. Project Management. Admin 240 60 30 60 B. Phase IV -Bidding and Contract
Award 1. Prepare Advertisement for Bidders ."'.... 4 4 10 2. Prlnt'25 Blueline Sets of Plans & Bid Documents 2 3. Prepare Addenda & Respond to Bidder's Questions 32 20 30 10 40 4. Prepare
Bid Tabulation 2 8 4 16 5. Recommend a Bidder to the Town of Addison 4 8 C. Phase V -Construction 1. Provide 3 Fun-size Blueline Sets-Town & Contractor 4 2. Review Submittals 20 16 44
3. Prepare Mylar Record Drawings 16 16 84 8 8 Total Hours -240 296 384 430 444 184 884 Labor Rates -$53 $44 $32 $23 $22 $17 IDirect Labor Cost -$12.720 $13.024 $12.2B8 .. $9,890 $9,768
$3,128 $21.032 ...... • Sheet 2 of 2 
EXHIBITC Arapaho Road Extension Final Design of Phase 2 Marsh Lane to Surveyor Boulevard (GBW Engineers, Inc.) TASK Assistant Project Manager Project Engineer Design Technician CADD
Operator Clerical TOTAL 1. Project Meetings 32 32 2. Utility Coordination 4 16 8 28 3. Drainage Plan/Profiles 4 16 16 80 116 4. Drainage Calculations 2 8 4 16 30 5. Drainage Area Map
4 8 8 40 60 6. Utility Relocations 4 16 16 40 76 7. Construction Sequence/Traffic Control 4 16 16 60 96 8. Striping 2 8 8 40 58 9. Storm Water Pollution Prevention Plan 4 8 12 80 104
10. TraffiC Signal Drafting 4 100 104 11. Details 4 12 16 40 72 12. Bid Quantities 4 8 24 8 44 13. Bid Documents and Specifications 24 16 40 14. Opinion of Probable Cost 4 16 4 24 Total
Hours Hourly Rate Direct Labor Cost 100 $45 $4,500 116 $41 $4,756 136 $24 $3,264 496 $16 $7,936 36 $16 $576 884 $21,032 Direct Labor Cost $21,032.00 Indirect Labor, Overhead $32,784.79
Subtotal $53,816.79 Profit and Contingency $8,072.52 Direct Expense $2,500.00 􀁔􀁏􀁾􀁌FEE (Basic Services) $64,389.31 '! • 
ent by: ARS ENGINEERS 2147608823; 09/07/00 2:19PM;#992; Page 1/3 EXHIBIT D Civil Engineering • Planning • Surveying September 7,2000 Mr. Dan Becker, P.E. IINTB,lnc. 14! 14 Dallas Parkway,
Suite 630 Dallas, Texas 75240-4381 (972) 661-5626 RE: Arapaho Road Extension Professional Surveying Services Prepare New Parcel Plat and Description ARS Reference No. 160-96-048 Dear
Mr. Becker: ARS Engineers, Inc. is pleased to submit the following fee proposal for providing professional surveying services for the preparation of an additional Right of Way parcel
plat IUld description for the above referenced project and other services as follows: I. Research public records to determine current owner and obtain necessary document copies. 2. Prepare
Parcel Plat and Description. 3. Surveys to set new parcel corners. 4. Deliver three (3) each Plat and Description, with original signatures in blue ink. 5. Establish existing ground
surface elevations at L-8 bore holes for subsurface explorations. 6. Stake centerline from Marsh Lane to Sra 37+00. ARS Engineers, Inc. proposes a not to exceed fee of$3,572.00 to perform
the above services. If you have any questions or concerns regarding this malter, please feet: free to call me or Mr. Hugh Knightat 􀀨􀀲􀀱􀁾􀀷􀀳􀀹􀀮􀀳􀀱􀀵􀀲􀀮􀀠'! Sincerely, /!tkI'j';l
􀁾􀁳􀀴􀁴􀁴􀁾􀀠$1U1itv Ayub R. Sandhu, P.E., RPLS President Consu/ling Engineers 5910 N. Central Expressway' Suire 1000 • Dallas. Texas 75206 • Phone (214) 739-3152 • Far (2/4) 750·882.f
􀁥􀁾􀁭􀁡􀁩􀁬􀀺􀀠mai!@arsengrs.com • website: www.arsenRrs.com 
A.R.S. ENGINEERS SURVEY COST ESTIMATE Projett: Additional Survey Servic •• for the Arapaho Road Extension ARS Project No. f60-91M148 . '," :'1.'::1; 􀁾􀀺􀀬􀀠􀁾􀀢􀀼􀀧􀀢􀀠􀀧􀀮􀀧􀁾􀀠􀁩􀀧􀁉􀀬􀀺􀀧􀀺􀀺􀀬􀀺
􀀻􀀻􀀧􀀼􀁾􀁾􀀮􀀧􀀻􀀺􀀺􀀻􀀺􀀡􀀧􀁍􀀱􀁩􀁎􀁆􀁬􀁑􀁬􀀡􀁒􀁦􀁾􀀤􀁩􀁪􀁍􀁁􀁔􀁬􀀧􀁩􀀧􀀬􀂷􀀠,"":'􀁾􀀧􀀺􀀧􀀺􀀧􀀺􀀺􀀠􀀬􀁾􀀮􀀬􀀺􀀺􀀧􀀠'. SR SVY SVY 2 MAN 3 MAN "MAN TASK , Abstractor RPLS TECH TECH
CREW CREW CREW -1 Research Public Records 2 Field ties to del"""ln. parcels 3 Prepare Parcel Peats and descnptlon 4 Set Parcel comers 5 'TIe &8 bore hole locatIons 4; Slake 2700 fuel
01 cenler line 7 ProjeCI managemenl and Addminslralion Deliverables Three (3) each Pial and Description signed wilh Blue Ink and EleWonlc Files , • 1 4 1 4 2 4 1 4 1 4 1 8 2 2 ::I'"
... cr '< 5; (J) m .'., '" H '" mAOIllIN '" m (J) '" '" ... 0: o CD CD I\J W 2 1 o -'" o -'" o o I\J 'U '" '" "" I." -TOTALS 􀀢􀁾􀁾􀁾􀁪􀁾􀀡􀁆􀁏􀀺􀁾􀀡􀁾􀁾􀁦􀀮􀁩􀁾􀀠􀁾􀀻􀁾􀀺􀁾􀁾􀁾􀀻􀁾􀁪􀁾􀁽􀀻􀀮􀀠􀁾􀀬􀁾
􀀺􀁲􀁬􀀺􀁩􀀺􀁾􀁾􀀻􀀱􀁾􀁾􀁆􀁦􀀺􀁲􀀺􀁾􀀠􀁾􀁩􀁩􀀺􀁽􀁾􀀧􀀻􀁩􀁩􀁾􀁾􀁭􀁾􀀡􀁩􀁾􀀮􀀤􀁮􀁴􀁬􀁾􀁾􀁾􀀻􀁩􀀨􀁦􀁌􀁾􀁩􀀡􀁴􀁴􀀠􀀧􀁾􀁦􀀺􀁬􀁾􀁾􀀨􀁲􀀺􀁾􀁪􀀧􀀡􀁴􀁽􀁾􀁾􀀠􀁾􀁫􀁾􀀡􀀻􀀡􀀻􀀬􀀺􀀬􀁜􀀡􀁯􀀧􀁾􀁾􀁮􀀻􀀠􀀺􀀻􀁾􀀺􀁾􀀠�
�􀁻􀁴􀁾􀁾􀁾􀁾􀀡􀀩􀁪􀀻􀁾􀁾􀁾􀁾􀀠'" I\J '" Page 1 09107100 'U '" '" -'" w III 
'" A.R.S. ENGINEERS SURVEY COST ESTIMATE '" ri-. {j '< Projecl: Additional Survey Servicesfor the Arapaho Road Extension »ARS Projecl No. 􀀱􀀶􀀰􀁾􀀱􀁈􀁊􀀴􀀸􀀠;:n (/) ITl Z H '" Z m m ;:n (/) '" ...,"" '"o Cl> Cl> OJ'" o " '" o ....-o o '" TOTAL CONTRACT COST $ $3,572.00 ro
-u ..l1i: ro ro '" -u Page 2 09/07/00 <0 '" OJ-OJ III 
03/17/00 FRI 14:41 FAX 972 488 8080 Terra-Mar. Inc. EXHIBIT E -, Consulting Engineers" Geotechnical· EnvironmentaJ • ConstNction Materials Testing'l DAllAS' FORT WORTH' HOUnON • AUSTIN'
LONGVIEW March 17,2000 Mr. Dan Secker, P.E. HNTB 14114 Dallas Parkway, Suite 630 Dallas, Texas 75240 Phone: 972-661-5626 Fax: 972-661-5614 Re: Proposal for Geotechnical Services Arapaho
Road Extension Addison, Texas TMI PrOpOSal No. POO-1553DE Dear Mr. Becker: We are pleased to submit this proposal to provide geotechnical services for the above referenced project. This
proposal includes a description of the project, and our proposed scope of services, project sohedule, and budget. PROJECT DESCRIPTION The project will consist of extending Arapaho Road
from Marsh Lane east approximately 2,500 feet to Surveyor Boulevard in the Town of Addison, Texas. Cuts and fills up to about 6 feet are anticipated for the roadway alignment. A box
culvert is anticipated near Sta. 30+50 west of Surveyor Boulevard. SCOPE OF SERVICES Our 􀁳􀁥􀁲􀁶􀁩􀁣􀁥􀁾􀁦􀁯􀁲􀀠this project will include a field investigation, laboratory testing and
engineering analysis in o-rder to develop recommendations to guide design and construction of the Arapaho Road extension. A description of our proposed scope of services is presented
below. Field InvestigatIon We propose to drill six borings for this project. The borings will be drilled and sampled to a depth of 10 feet or two feet into gray limestone, whichever
is shallower. The borings will be continuously sampled using either thin-walled. The samples wilt be properly logg'ed, packaged, sealed, and placed in core boxes for transportation to
the laboratory. The drill crew foreman will record the depth that seepage water is encountered during drilling. Water level readings will also be obtained from each boring at drilling
completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. '1050 Abl.. Lane, Doll"., rex". 75229, Phone' (\172) 488-8800, Fox, (9721
488-8080 
03/17/00 FRI 14:41 FA! 972 488 8080 Terra-Mar. Inc. I4l 00. lCUIA-MAR Mr. Dan Becker, P.E. HNTB TMI Proposal POO-1553DE March 17,2000 Page 2 A representative of Terra-Mar, Inc will stake
the boring locations, 1t is assumed that others will mark the centerline of the road so that we can locate our borings in· the field. Determining the ground surface elevation at the
boring locations is not within our authorized scope of service. We assume that the client has the right-of-entry to the property and that the boring locations will be accessible to our
conventiona: truck-mounted drilling equipment during normal working days. We have also assumed that traffic control will not be required to complete the borings. The drilling operations
will proceed in a manner that will reduce the potential of damage to underground utilities. We request that we be provided with any information regarding any existing underground utilities
on-site prior to beginning the fieldwork. We will coordinate underground u1i!ity line clearance with the Texas Excavation Safety System and the Town of Addison. However, we will not
be responsible for damage to underground utility lines that are not properly identified by others prior to mobilization of drilling equipment to the site. Laboratory Testing The project
geotechnical engineer will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate
the pertinent engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, and calibrated penetrometer tests. Lime
series tests will be performed to determine the optimum lime content for subgrade stabilization. Engineering Analyses and Report The results of the field investigation and laboratory
test programs will be evaluated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineering report. Three
copies of the reiort will be submitted. The report wll/include tiJt following: . '! 1. Logs of boring, laboratory test results, borehole water level observations, and a plan of borings.
2. Recommendations for pavement subgrade preparation. 3. Recommendations for pavement concrete pavement sections based upon traffic loading information provided by others. 4. Reoommendations
for design of retaining walls to inolude lateral.earth pressures, drainage requirements, allowable retaining wall footing bearing resistance, and retaining wall footing sliding resistance.
5. Recommendations for design of a box culvert. 6. Discussion of the presence of groundwater and the impact of groundwater on the pavement design. 
03/17/00 FRI 14:41 FAX 972 488 8080 Terra-Mar. Inc. "iEIIRA-MAR 􀀮􀁾􀀠Mr. Dan Becker, P.E. HNTB TMI Proposal POO·1553DE March 17, 2000 Page 3 PROJECT SCHEDULE AND BUDGET We propose to
initiate the investigation within five working days after receiving notice to proceed. Field operations will require one day to complete, following clearing of the boring locations for
underground and overhead ut!l!ties. The laboratory testing program will require approximately five days to complete. The engineering report will be finalized within ten working days
after the laboratory testing is completed. Preliminary results may be available If desired during the course of Investigation. We propose to provide the above·described scope of services
for a lump sum fee of $5,785. Any additional services not included in our proposed scope will be invoiced on a time and materials basis in accordance with our standard schedule of fees.
CLOSURE' We appreciate the opportunity to be of assistance on this project. Should you have any questions, pleaseoall. Sincerely, TERRA·MAR INC • .__---.. Roger K. Southwo , .E. Project
Manager 􀁾􀁤􀁾􀀠Tim G. Abrams, P.E. Manager, Geotechnical Services 
03117100 FRI 14:41 FAX 972 488 8080 Terra-Mar. Inc. Iii! 00 5 PROPOSAL ACCEPTANCE AGREEMENT Description of Services; Geotechnicallnv6stigation Project Name: ArapahQ Road Extension ..
__________________ Project Location: __.-J:jAy'!dd.!!'ison, Texas TERRA-MAR Proposal #: POO-1553DE APPROVAL AND PAYMENT OF CHARGES. Fees will be billed to the account of, and invoices
will be mailed to; Firm; Attention: Address: Cily: Telephone: TWe: State: Zip: Fax: PROPOSAL ACCEPTED BY: TITLE: DATE ACCEPTED: PAYMENT TERMS: Payable in accordance with the attachsd
agreement(s). Invoices for completed wor!< will be issued every month for continuous or extended projects unless othelWise mutually agreed upon In writing. PROPERTY OWNER IDENTIFICATION
(If other than above): Name: Address: Stete: _______City: Zip: Telephone: FClX: SPECIAl.. PROVISIONS: 􀀭􀀮􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭1 Please note thai TERRA-MAR reserves
the right to withhold all reports until such time as TERRA-MAR receives a signet! Proposal Acceptance Agreement or other written authorization referencing this Proposal Acceptance Agreement
with its Attachment (the Professional Services + General Terms and Conditions indicated below) in its entirety. This Proposal Acceptance Agreement, together with TERRA-MAR'S Proposal,
Unit Fee Schedule, and the atta.ched General Terms and Conditions specified below, constitute the entire Agreement between the Client and TERRA·MAR and supersedes all prior written or
verbal understandings. lEI Geotechnical Engineering Services General Terms and Conditions • o EnVironmental Engineering Services General Terms and Conditions o Construction Materials
Engineering Laboratory Inspection and Materials Testing Services General Terms and Conditions o Other 7ERRA:MAR 􀁾􀀠Environmental SeN'''''' + Gaota.hoi",,1 EnlllMarlng +.Con$\r.ctlon
Materfals Testing 􀀭􀁾􀀧􀀿􀁽􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀧􀀻􀀻􀀧􀁾􀀭􀀭􀁾􀀭..". ... 􀁾􀀭􀀣􀀧􀀠DAlLAS + FORT WORTH +HOUSTON + AUSTIN + lONGVIEW 
03/17/00 PRI 􀀱􀁾􀀺􀀴􀀲􀀠FAX 972 488 8080 Terra-lIar, Inc. TERRAwMAR, INC. 􀀮􀁾PROFESSIONAL SERVICES • GENERAL TERM:S AND CONDITIONS " GEOTECHNICAL ENGINEERING SERVICES The General Terms
and Conditions agreed to by the parties are as follows: , 1. PARTIES: Terra·Mar, Inc, (hereinafter "TMI") refers to the company performing Ihe $cope of work described herein and detailed
in the TMI Propos.1. "Client" refers to the person or busin"•••mtity ordering the scope of work to be perfooned by TM!. If the Client Is ordering work on behalf of another, Client represents
and warrants that it is the duly 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀁥􀁤􀀠agent of the party that will benefit from the work. Unless otherwise stated in writing, Client assumes sale responsibility tor
the sufficiency of the work ordered. Client shall communicate these General Terms and Conditions to any third party to whom Client transmits any part ofTMI's \-Jork. After axscution
of the Proposal Acceptance Agreement to which these General Terms and Conditions are attached attached and made a part thereto, TMI shall have no duly or obligation to any third party
greater than that 􀁳􀁾􀁴􀀠forth in thase General Terms and Conditions. 2. SCOPE OF WORK: "Work" means the .pecific environmental, geotechnical, analytical, testing or other service to
be performed by TMI as sat forth in TMI's Proposal, previously referenced herein and made a part hereot, 3. TESTS AND INSPECTIONS: Client shall ensure that all tasts and inspections
of the site, 811 materials provided, and work performed by others are deUvered in a timsly manner in accordance with the plans, specifications, contract documents, ano TMl's recommendations.
No clalons for loss, damage or injury shall be brought against TMI by Clienl or any Ihird party unless all reviews. tests and inspections have been so performed and unless TMI's recommendations
have been followed. CHent egrees to Indemnify, defend and hold .TMI, its 􀁯􀁦􀁦􀁩􀁣􀁥􀁲􀁾􀀬􀀠employees and agenl$ harmless from any and all claims, suits, losses, costs and expenses,
Including but not limited 10, court costs and reasonable attorney's fees in the event that all such reviews, tests, and inspections ara not so performed or TMl's recommendations are
not.o followed except to the extent that such failure is the result of the negligence, willful or wanton act, or omi$l!ion of TMI, its officers, agents or employees. 4. SCHEDULING OF
WORK: The services set forth in the Proposal will be accomplished in a timely, workmanlike end professional manner by TMI personnel or authorized subcontractors. IfTMI Is required to
delay commencement of work or if, upon undertaking work. TMI is requIred to halt work due to changes in the scope of work, interruptions in other aspects of the Project, or other causes
beyond the reasonable control of TMI, additional charges will be applicable and payable by the Client.' . 5. ACCESS TO SITE: Client will provide access to the site for TMI to perform
the work. TMI shall taKe reasonable measures to minimize damage to the site and any Improvements as the result of ils work; however, TMI has not included in Its fee the cost of restoration
of damage Which may occur. TMI will restore the site to its former condition, upon wrillen request from Client that provides for payment to TM! tor the cost !heraef, 1;. DAMAGE TO EXISTING
MAN·MADE 06JeCTS; Unless TMI assumes b writing Ihe responsibility of locating subsurface or latent conditions, Client agrees 10 Indemnify and save TMll1arm/ess from all claims, suits,
losses, cost and expenses, Including reasonable atlornllY's fees as a result of 􀁰􀀽􀁯􀁮􀁾􀀱􀀠injury, dlatn or property damage occurring with respect to TMl's performance of its work
and arising from subsurface or lalent conctftlons, or damage to subsurface or latent objects, .tfuctl,lres;ines or conduits where the actual presence and l"cat10n thereot was no\ revealed
to TMI by CI"ml. 7. CONFIDENTtAlITY; During the Project, TMI and its employees may obtain, directly or indirectly, secrel and confidentiat infoMnatlon considered proprletary by Client.
TMI agrees, on behalf of itself and its employees. to maintain the confidentiality of information formally designated as pro prieta!}, by tha Client unless directed by Client in wriling
to disclose the information to others. ' S. RESPONSIBILITY: TMl's work shall not Include determining or Implementing \tie means. methods, techniques, sequences or prooedures of construction,
TMI will not be responsible tor evaluating, reporting or affecting Job conditions relative 10 the heallh, safety or welfare of any persons other than its own employees, TMI's work or
failure to perform same shall not in My way excuse any coolraclor, subcontractor or supplier from performance 2t its work in accordance with the Contract documents. 9. SAMPLE DISPOSAL:
Unless otherwise agreed, lest specimens or samples will be disposed of immediately upon completion of \tie test. All drilling samples or specimens will be disposed of sixty (60) days
after submission of TMl's report. All archaeologIcal samples will be retumed to Client for permanent curation following submittal of TMl's flnal report. 10. PAYMENT: Client shall be
Invoiced once each month for work performed during the Pf!tcedlng period. Client agrees to pay each invoice within thirty (30) days of lIs receipt. Client further agrees to pay interest
on all amounts Invoiced and not paid or objected to tor valid cause within said thirty (30) day period at the rate ot eighteen percent (18%) per annum (or the maximum interest rate permitted
under applicable law, whichever Is the lesser) untlt paid. Client agrees to pay TMI's cosl of collectlol'l ot all amounts due and unpaid after sixty (60) days, including court costs
and reasonable anemey's fees. J,AdminIForms\DE STOT&;C •. doe. 10f2 R.,i,od 1· J9·99 
03/17/00 FRl 14:42 FAX 972 488 8080 Terrs-}!sr. Inc. I@oo' '. . 􀁔􀁅􀁒􀁒􀁁􀁾􀁍􀁁􀁒􀀬􀀠INC. Remedies available to TMI for collection of amounts due, including mechanic's liens, shall
not be limited by any contractual provision or otl1er agreement that Is not specifically made a part of this Agreemen!. 11. TERMINATION: This Agreement may be terminated by either party
upon seven (7) days' prior writlen notice. In the event of termlnafion, TMI shall be compensated by Client for all services performed up to and including the termination date, Including
reimbursable expenses, and for the completion of such $ervices and records as are necessary to place TMJ'. files in order andlor to protecl ils professional reputation. 12. WARRANTY:
TMl's services will be performed, its findings obtained, and its reports prepared in accordance wilh the Proposal which has been mutually agreed upon as well as these General T.rms and
Conditions. In performing its professional services, TMI will strive to perform services Under these these General Terms and Conditions in a manner consistent with the tevel of care
and skill ordinarily exeroised by members of tI1e profession currently practicing in tI1e same locality under similar conditions. This warranty is in lieu of all other warranties, either
express or implied. 13. INSURANCE AND INDEMNITY: TMI agrees to carry tha following liability Insurance: Statutory Workers' Compensation and Employers' liability. Comprehensive General
Liability, and Comprehensive Automobile Liability. TMI wlil fuml,h certificates of insurance on request. To the extent of the coverage limits maintained by TMI and subject to the exclusions
therein and the amount of the claims paid by such insurance, TMI agree. to indemnity and hold Client harmless from all losses. claims. demands. causes of acUon. and suits arising out
of tI1e willful or negligent acls of TMI, its officers, agents, employees, or subcontractors, in performing professional services at the worksite, In furnishing and using equipment and
materials at at the workslte, or in traVeling to and from the works;te. If ClIent specifically requires additional insurance coverage, TMI will obtain the specific insurance coverage
(if procurable) at Client's expense. TMI does not indemnify Client for damage arising out of ClIenrs independent use of TMI data, advice, recommendations and reports. 14. AGREEMENT TO
ARBITRATE: All disputes rel2!ed directly or indirecUy to any aspect of this contract, worK related to this contract, or to any mattar in this contractual relationship shall be arbitrated
pursuant to and by the American Arbitration Association in Dallas, TliIxas. 15. PRIORITY OF DOCUMENTS: These General Terms and Conditions, together with the Proposal A(;Ceptance Agreement
and associated documents, shall control over any conflicting provisions witl1in pur<:hsse orders, work orders. lettars of Intent. or other similar documents. 16. APPLICABLE LAW: This
Agreement shall be govemed by and construed according to the laws of the State 􀁯􀁦􀁔􀁥􀁾􀁡􀁳􀀮􀀠The venue for for all claims asserted under this Agreement shall be Dallas County. Texas.
END OF DOCUMENT • I:AdminlForms\DE sro T&Cs.doc • 2of2 Revised 1-19-99 
EXHIBIT F Arapaho Road Extension Final Design of Phase 2 Marsh Lane to Surveyor Boulevard (Jaok Hatchell & Associates) TASK-SIGNALIZATION FOR TWO INTERSECTIONS FEE 1. Preliminary Design
2. Final Design 3. Timing Plans-includes all traffic/turning movements TOTAL $6,000 $4,500 $4,000 $14,500 • 
ARAPAHO ROAD EXTENSION EXHIBITG PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS LANDSCAPE ARCHITECTURAL SERVICES Landscaping 1. Landscaping Master Plan a.
Initial Programming Meeting b. Schematic Master Plan a. Prepare Construction Drawings b. Technical Specifications c. Construction Cost Estimate ,.... Roll Dwg 6 Group Director 4 Design
Director 6 6 64 16 4 LA 1 64 16 8 12 o o 12 , $2,065 ,'$JMQ3 160 40 16 Sheet 1 of 2 
a. Prepare List of Subcontractors o b. Prepare Bid Addenda o C. Evaluation of Bids ....1.. 4 4 d. Review Value Engineering Proposal ,TEisJ{;;;f;Ti;'::',-i,:"t:.:.;v;:.;:::n:u,iYlillliiiiiLl
",' I i '.1 , 114 Hourly Rates $18.27 TOTAL Direct Labor Cost $2,083 $7,672 ...... • Sheet 2 of 2 
HP LaserJet 3200se TOALASERJET 3200 9724502837 NOV· 27 . 2001 12: 33PM Fax Call Report Job Date Time Type 203 11/27/2001 12:20: 19Pt1 Send TOWN OF ADDISON invent Identification Duration
Pages Result 99727889334 12.52 31 OK PUBLIC WORKS From: Michael E. Murphy.P.E. Dinttor of Pub lie Wo.rks Phone; 􀀹􀀷􀀲􀀱􀀴􀀵􀀨􀀩􀁾􀀲􀀸􀀷􀀸􀀠Fu. !n214St)..18l1 16861 Weslgrove P.O. Box
9010 Addison, TX 75D0l-9010 
141 J4DaII4s.1 : I 􀁾i i =JARCHITECTS ENGINEERS PLANNERS ParkuYl)'. $lJllc 630 DaJi4!l. TUM 752404381March 22,2001 (971) (}61-5626 FAX (972) 661·5614 Mr. Steven Z. Chutchian, P.E. Assistant
City Engineer Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 ARAPAHO ROAD EXTENSION, MARSH LANE TO SURVEYORBOULEV ARD Supplemental Agreement No.2 Dear
Mr. Chutchian: On March 19, 2001, you requested full meets and bounds for the temporary construction easements for parcel 17-1, 18-2, and 19 (Arapaho Road Phase 2). Attached is a scope
and fee estimate ($2,844.75) from ARS Surveyors for this additional work. If the fee estimate is acceptable to the Town of Addison, this letter may serve as Supplemental Agreement No.2,
with your return of a copy bearing signature of acceptance in the space provided. Very truly yours, CORPORATION BenjaminJ. Biller, P.E."'-􀁾􀀠Vice President, Central Msion EnclOSUre
􀁾􀀠BID/dsi "1 ACCEPTED: By: Title: Date: ADDISON 25768 Tbv HNTB Companies OfflCt!\) ALEXANDRIA. VA: AnA.l'ITA, GA; AUSTIN, TIC; BATON ROGel.!, LA, eOSTON, l>L\;: CtL\RI£STON. SC; CHARLlSTO."':,
m'; CHlCAOO, 􀁉􀁌􀁾􀀠C1.£VlLANO, OH, COLUMBUS, OK DAllAS. "f'X, oe).,'VEfI, co: DETROIT. 􀁾􀁕􀀺􀀠fu\INS, W'/: fArRflElD. 1'\1: FT, WOfmi. TX; HARTfORD. CT; HoeSTON, "IX; i.."..tD!A.'U.POUS,
IS; IRVINe, CA: KANSAS ctn'. MO: KNOXVIU£, TN; t,A.'1SINO. MI; LOS ANGEUS, CA: LOUlS\"llE, KY: MA,"<TEO, N0. MI..'••\Il, n. M.IlWAL1rEE, ViI, 􀁍􀁬􀁾􀂣􀁁􀁐􀁏􀁵􀁳􀀮􀀠M:o<, 􀁎􀁁􀁓􀁈􀁖􀁉􀁾TfI:
NEW YORK, NY; OA!U.AND. CA.; OKLAHOMA cnY. OK; ORLA:l'OO, I'Ll OVI!lRLA;-':D PARK. KS; PLYMOllTIl MEETING. PA; PORTLA .....O. ME": ItAtEIGH. NC: SALT LAKE CITY. 􀁾􀀧􀁔􀀱􀀠SAN AmtlNI9.
􀁾SAN 6EIt,"iARDfNO, CA; SEATTl£, WA; ST. ('oUlS, MO; TAMPA, I'Ll TOLEDO. OH! TULSA. 01<: 􀁾􀁃􀁈􀁉􀁔􀁁􀀬􀀠KS. 
A.R.S. ENGINEERS SURVEY COST ESTIMATE III.... ... .. Cl 0.. '" III... ;;;;.. ::;!,8; '" ... 􀁾􀀠o.... o ....'" o '" '" '" '" o'" 􀁾􀀠... 􀁾􀀠'" (/) ffi UJ :>:.... <!J :>: UJ 􀁾􀀠Supplemental
I. Phaso ZITo Be Inc'ud<td In Pbu. 3) ." Project: Survey Services for Arapaho Road from Surveyor Blvd. To Addlslon Rd, AIlS ProJoct No. 160oS6-04ll/T••k $ 􀁮􀁾􀁾􀁩􀀻􀀮􀁾􀁦􀁩􀁾􀀡􀁬􀁾􀂷􀁾􀀡􀀺􀀺􀀺􀁪􀁓􀁩
􀁦􀀮􀀮􀀮􀁾􀁾􀁾􀁾􀂷􀁩􀂷􀀮􀁭􀁾􀀠,If 􀀭􀁾􀀻􀀮􀀮􀀠-: .:'." , :: -:. 􀁾􀀮􀀠􀁾􀀠􀂷􀁾􀁾􀁩􀁾􀁾􀁾􀀮􀀮􀀻􀁦􀀺􀁩􀀧􀁴􀀻􀀧􀁾􀁦􀁾􀁾􀂷􀀻􀀧􀁩􀀬..􀁾􀀠􀀻􀀬􀀺􀁬􀁯􀀻􀀻􀀺􀀻􀁾􀀺􀁦􀁵􀀻􀁲􀁩􀁾􀁴􀁾􀁾􀁲􀀬􀀮􀀮􀀻􀀬􀀺􀀠Abot,..
TASK ,,' l actor 1 Update OWn""""p 6 2 Prepa", Parcel Plots and Dosedp!!on. for 3 Temp, Const. Esmls. DeIMlrablos 3 Three (3) each Plat and DesCllp/Jon signed wI1h Blue Ink IIIld Eleclronic
files • SR SVY SVY 2101AN 3 MAN 4 MAN RPLS TECH ' TECH CREW CREW CREW ADMIN . .' 2 .. 3 10 18.. " 1 4 2 .. .. .. ' .. .. .. , .. _ , -􀂫􀁾􀀢􀀠􀁾􀀠'. .' • 􀀻􀁾􀀺􀁾􀁬􀁾􀀧􀁾􀀺􀁾􀁾􀀡􀀠􀁾􀁩􀀺􀀺􀀻􀁾􀀺􀀠􀀺�
�􀀬􀀬􀁾􀁾􀁾􀀧􀀠I:t 􀁦􀁾􀀺􀀺􀀧􀀺􀀠, g 􀁾􀁾􀁲􀀮􀀺􀀢􀀭;, 0; i 􀁾􀁾􀀮􀀮􀀠..:?.f.t 􀁾􀀺􀁦􀁾􀀺􀁾􀁾􀀻􀀺􀀺􀀠([,:.::;. _, 􀀱􀀻􀀻􀀧􀀡􀀧􀀺􀀺􀁾􀀺􀁾􀁾􀁯􀀻􀁾􀀻􀀬.. J: 􀁦􀁾􀁾􀁬􀀻􀀭􀁾􀁾􀀠Page 1 03120101
􀁾 􀁾􀀮􀀠" ': ::: " " , 
A.R.S. ENGINEERS SURVEY COST ESTIMATE SUpplemental to Phhe 2 ITo Be Included In Phase 3) Prcf.ct: Surwy S.rvlces for ""'pano Road from Su ..... yor Blvd. To Addls'on Rd.•I ARS Project
No. 160-1164481 Ta.k $ , •• L " " .. ::> :::>'" ,., -o '".,N ., o It) .... ". 􀁾􀀠N $ 􀀤􀁾􀀮􀀸􀀴􀀴􀀮􀀷􀁓• 􀁾􀀠LU" LU Z :!l z w , Pag.,2 03l2lY01 􀀧􀀠 . -' ,: .. ":!-\. 􀁾 
REQUEST FOR QUALIFICATIONS ARAPAHO ROAD EXTENSION TOWN OF ADDISON The Town of Addison is presently accepting Statements of Qualifications from engineering firms for the design of the
Arapaho Road Extension. The scope of the project is to extend Arapaho Road from its existing terminus at Addison Road, west to Marsh Lane (See attached map). The initial phase of the
project will consist of an alignment study to determine right-of-way needs. The second phase will be the design of the roadway. Included in the design will be traffic signals, railroad
crossings, and a possible grade separated intersection at Midway Road. Addison will accept written Statements of Qualifications (SOQ) from engineering consultants tbroughApriI30,1996.
Two (2) copies ofthe SOQ shall be submitted. The SOQ should contain a maximum number of thirty five (35) single sided pages on 8W' XII" paper. The engineering firm should provide enough
information to demonstrate the fmn's ability to design the project. The SOQ shall designate the individuals who will be assigned to this project (Principal-incharge, Project Manager,
Project Engineer, etc.) and resumes for each individual. A list of similar projects in scope and size to the Extension ofArapaho Road that the fmn has completed in the last five (5)
years shall be provided. For each project a description shall be provided along with project cost, completion date, names ofproposed design team members involved in the project, name
of the client, contact person, and phone number for contact person. This project will be partially funded with the Town's DART-LAP monies. The Town ofAddison currently has a disadvantaged
business enterprise (DBE) goal of 15% where DART-LAP monies are utilized. All written Statements of Qualifications submitted will be evaluated by the Selection Committee, which will
be made up ofJolm Baumgartner, Director of Public Works, and David Nighswonger, Public Works Engineer. The review ofthe SOQ's will be based on the selection criteria shown on the attached
pages. The SOQ should specifically address each criteria for evaluation. If it is deemed necessary, the top three (3) firms will be asked to rl"eet with the Town and make oral preSSf!tations.
The most qualified consultant will then present a proposal to pcrform the work and a fe8will be negotiated. The design contract will go to the City Council for approval. Interested consultants
should direct questions and submit Statements ofQualifications to: Mailing: Jolm Baumgartner Street: 16801 Westgrovc Director ofPublic Works Addison, Texas 75248 P.O. Box 144 Addison,
Texas 75001 Phone: (214)450-2871 Fax: (214)931-6643 
I:I􀁾i i =1 LETTER OF Job No. 25768 The HNTB Companies Sur.e 630, 14114 Dallas f>alkway. Dnl1a$ Texas 15240 (972) 661·5&28 TRANSMITTAL Date June 12,2001 To: : Steve Chute hian, PE Re:
Arapaho Road fTown of Addison : 16801 Westgrove Drive iP.O. Box 9010 [Addison, TX 75001-9010 WE ARE FORWARDING TO YOU: NO,OF COPIES SHEET NO. LAST DATED DESCRIPTION __􀁌􀁟􀁾􀁉_____JMay
23, 2001 May 17, 2Q2!rvI:t:eting Minutes __ 􀁾_____ ---_........ -_ .. .. 􀀭􀀭􀀭􀀭􀀭􀀭􀁾---------.-----------1--··-----...... 1·--····· .......__.....-..-.....􀀭􀀭􀁾􀀮􀀭􀀢􀀭..... ..__........
_------_..._-_.-..-... -1-........... 􀁾􀀭􀁾􀀭􀁾􀀠--I THESE ARE TRANSMITTED: o For approval 􀁾􀀠For your use o As requested o For review & comment PLEASE NOTE: COpy TO: File By: 􀁾􀁤􀁡t>2
$.&tl;ddtwl Angela M. Stoddard 
Interoffice CorrespondenceTlte HNTB Companies To File Date May 23,2001 From AMS Subject Arapaho Road Phase n Meeting Minutes Meeting Location: Addison Service Center Topic: Date/Time:
Attendees: PowerPoint Slides Addison, Texas Powerpoint Slides & Phase ITI Contract Revisions May 17, 200110:00 AM Town ofAddison: Steve Chutchian HNTB: Jerry Holder Angie Stoddard •
Slide 1 -Phase 2 ROW • Slide 2 -Phase 3 ROW • Slide 3 -Schematic for Phase 2 and Phase 3 • Slide 4,5 -Individual Properties as separate slides • Email to Mike Murphy (copy to Steve Chutchian)
by Friday May 18,2001 or Monday, May 21, 2001. Contracts -1 • PhaSe 2 Supplement and Phase 3 will go to City Council on Tuesday night Phase 3 ROW • Appraiser will appraise every tract
and send a letter to property owner • Property owner can accept, counteroffer, or property will go to condemnation • Need to stay within the 2 month time frame Phase ill Contract Changes
• ROW is a separate contract -need to remove • Add time for coordination with firm to design bridge (structural and architecture) • Town may purchase Metro Brick property for bike/ped
staging area -Additional bike/ped staging area west of TxU property -Bike trail from Addison Road to west ofTxU property -Coordinate with Slade Strickland on sidewalk and vegetation
-Trail will go over bridge • Inspection -price out a 40 hr week versus a 20 hour week -Include clause for inflation 
Memo to File -2-Topic: Slides and Phase illContract FromAMS Date: May 17,2001 -Leave inspectio.n as an exclusive item -Bridge may require 2 people for inspection (bridge and roadway)
-Jerry will talk with Dan Becker and Wallace regarding inspection level • Phase illContract will be on June 2001 Council agenda Work Schedule • Steve will be out of the office during
the week of May 28, 2001 • Steve and Jim are out of the office on every other Friday 
imjamin Vice President, Central Division 14114DalhuI : I􀁾Ii·.=J􀁁􀁒􀁃􀁾􀁉􀁔􀁅􀁃􀁔􀁓􀀠ENGINEERS PLANNERS 􀁾􀁓􀁵􀀯􀁬􀁥􀀶􀀳􀀨􀀩􀀠.DaJ4u, "'= May 11, 2001 7524lU3B/(J}7V 661·5626 FAX (972)
661-5614 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steven Z. Chutebian, P.E. ARAPAHO ROAD EXTENSION; MARSH LANE TO SURVEYOR BOULEVARD Supplemental
Agreement No.3 Dear Mr. Chutebian: Attached is an updated fee proposal for the referenced Supplemental Agreement. This Supplement is for additional engineering services for a right-turn
bay on Marsh Lane. This update is in response to Jim Pierce's markups and your comments during our meeting on May 7, 2001. We hope this fee estimate is acceptable to the Town of Addison.
If so, this letter may serve as Supplemental Agreement No.3, with your return ofa copy bearing signature ofacceptance in the space provided. Very truly yours, HNTB CORPORATION . Biller,
􀁾􀁾􀀠.BJBIdsl Enclosure ACCEPTED: TOWN OF ADDISONB;-􀁾􀁌􀀱􀁊􀀻􀀺􀀻􀂣􀁾􀀠 Date: '. 25768 Tbe"HNTB CompanJes orncES: AlEX!.!\1')IlIt\. VA; ""'INAPQU5. MP; .IlTl.\.t.rrA. GA; At.:Sl1N.
'lX; fMTON RQUGE. LA: sosro....., MA; 􀁃􀁾􀁒􀁬􀁬􀁓􀁔􀁏􀀡􀀧􀁏􀀬􀀠SC. CH.\Rt.£SroN. VIV; CHICAGO, 􀁬􀁬􀁾􀀠ClEVEtA.'iO. OH; counlBus, OH; DAI..US, "IX; 􀁾􀀢􀁅􀁒􀀬􀀠ro, PEt'llOIT. M£. ElXlNS,
V1V; f'AlltfTEU>. h); Fr. VORTH. 'l'X; HARTfORD. Cf; HOt:SroN, IX: INDu.w.J'OU5. IN: IltvtNlt, c..o.. 􀁋􀁁􀁎􀁓􀁾CITY, MO; 􀁬􀀨􀀮􀁾􀁵􀀮􀁥􀀬􀀠iN;LA.-.smG, toll; LOS .\HGa£S. CA: LOUlS\'U£. KV; 􀁾􀁕􀁄􀁬􀁲􀁯􀀺􀀭􀀻􀀮􀀠vn. MfMU. fl.; MU,WAVKEE, W1: MJ:>'?iEJJ'Qt.t$. MN< NASHVlLL£. TfP. NEW YORK. NY; OAKI..ANO. a; ORL\NDO. ft.; OVERLAND
􀀱􀀧􀁁􀁩􀁴􀁋􀀬􀁾􀀺􀀠PLVMotiTH 􀁾􀁇􀀬PA; POIm.A.'\ll,.'>fE: PORn.o.NO, OR; RAl.ElCfl. I'I'C: Sf. LOtJ1S. MO; SALT t.AIIl: OTY, l1T: SAN A."I"f(1NlO. 7X; SAN BEI..'1AROINO, 0\: SAN fRANO};CO,
C\; SAN JOSE. Q..; SUTTUi.. 􀁗􀁁􀁾TAM!'A. F1; TOUtOO, OM; '«;UHINClON. n.C, 
LAl & Arapaho 2 "2 2Removal Indirect Labor-HNTB Urban Plan.nlno $1,294 ARS SUrveying _ Attached Proposal GBW Engln..rlng See Attached Proposal , ",-. $8,328 $6,690 Pole and Wlrlng $500
$1,284 􀁾􀁾􀀮􀀡􀁬􀀡􀁳􀀮􀀡􀁬􀀡􀀮􀀮􀁮􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁬􀀡􀀮􀀡􀁾􀀧􀀭􀀭􀀭􀁾􀀠ARAPAHO ROAD I!lCT!NSION PHASE II SURVEYOR BOULEVARD 10 ADDISON ROAD ESTIMAT! OF MANHOURS SUPPL!M!NTAL AGRE!MENT
NO, 3 HNTB 1 1 " 2 2 " 2 " 8 12 12 " 16 " 8 8 " 
Arapaho Road Extension Final Design of Phase 2 Marsh Lane Right Tum Lane at Arapaho -'""" (GBW Engineers, Inc.) < .' --MANHOUR PROJECTIONIESTIMATED NO. OF DRAWiNGS NO. DWGS. 1 < • •
• • -Assistant Project Project Design ACTiVITY Mans!lIIr EnQlneer =rechnlclan ProJecl MeetlnasiMafllamern 4 UtilitY CooroinatlonlDa CoIIecHon 4 Waler LIne Relocations 2 2 Construction
6aauencerrrafilc Control 1 2 2StrJoina 1 Storm Water PolruUon Prevention Plan 1 Traffic SlQnal Draffin!! 1 Bid Quantities 1 1 2 Opinion of Probabre CO$l 1 .< 1 2 Total Hours 8 8 12 HourlY
Rate 45 41. 24 --Dirllgt labor Colli Seo ,-_328-,--􀁾􀀸􀀸􀀠CADD Onerator 28 42 -2 8 2 28 16 448 Clerical TOTAL 4 4 10 12 9 3 3 9 1 7 1 5 6 62 16 96_J520 --UtUitv Survey ACTIVITV Hourly-Rala
Olrecllabor Cost Survey Mananer 1 100 100 Survey Tech. 8 60 480 Survey Crew 8 110 880 < TOTAL 17 1460 Direct labor Cost $1,520.00 Indirect Labor, OVerhead (1.8775) $2,853.80 -" ......
Subtotal Prollt and Contingency SurveyIng Expense Dfrect Expense TOTAL FEE (Basic Services) $4,373.80 $656.07 $1,460.00 $200.00 $6.689.87 Assumptions; 1. HNnJ"wlll furnish II base sheet
for the right turn lane. 2. Right-of-way and easement documents, If reqUired, will be prepared by others. a, (*) No separate sheet required, 
.. :> • A.R.S. ENGINEERS SURVEY COST ESTIMATE .... Ph."" 2-8upplemental 0" '< Prajec:t: Survey _castot Atapaho Road ffom SUrve)tor Blvd. To Addison Rd. >':'"' ( RIghI·Tum Sey for northbound
Marslt 10••lItbound AtapaIto end Temporary Consttucllon Easement on Arapaho) ;D '" m" ARS Project No. 1l1OJ.18.048i Task Ii z G.I H Z.􀀼􀀺􀁾􀀾;i!:;: .: ; . .. ' . 􀀢􀀧􀀮􀁾􀀬􀁾􀀠'. ';::,
' '" 􀀮􀁾􀀢􀀢􀀠.;: ': ..::;;.;:j'. :' ..',' .,. ': :.: ' . : :: HlAbSir. SR SVY SVY 2 MAN J MAN 4 MAN ;D TASK actor RPLS TECH TeCH CREW CREW CREW ADMIN '" • I 1 E>!end Topographic Information
at SEC Marsh 􀁡􀁮􀁾􀀠Arapaho 4 4 2 Preo"", Parcel Platsand Oasaiption. for Rlahl Tum 1.Im" and 3 18 fOftempOf1llI'Y construC\lon easement on Arapaho . 3 SlIke 􀁒􀁴􀁍􀁾RlghtofWay 2 4
4 P"Il3f8 DelIIIftbIes ( asdl file. Mlcros1aIIon file wllI1 points and 1 5 2 -'" MtrostaHon Illpo fila, Plats and Desct\>lion. slgnad In blue Inkl 􀁾􀀠ill o <XI <XI Col '" , , g--o--o
.. III-<XI .. -0 ;;: 􀂢􀁆􀁾􀁾􀁾􀁭[!!ffiF''' . 􀁾􀁊􀁍􀀻􀀯􀀠􀁾􀀠􀁾􀀺􀀵􀀺􀀺􀀱􀀻􀀺􀀻􀁻􀁾􀀧􀀧􀁩􀁾􀁾􀂷􀀠􀀮􀀺􀀬􀀡􀁾􀁲􀀬􀀻􀁲􀀮􀀺􀁷􀀬􀀪􀀻􀁳􀁾􀀠ii.:J'."l'· .( t:7.: '! 􀀧􀁾􀀻􀁬􀁩􀁾􀀡􀁂􀁾􀁉􀀮􀀺􀀧􀀠-ill
􀀢􀀧􀁾􀀲􀀧􀀬􀀻􀁹􀀺􀀻􀁪􀀢􀁮􀀬􀀮􀀬􀀠􀁩􀁬􀀧􀁾􀀱􀀱􀀧􀀢􀀠U,. 􀀢􀀧􀁾􀂧􀀠h"" • '"' 􀀢􀀢􀀢􀀧􀀧􀀧􀁬􀁾􀀧􀀧􀁨􀀧􀀧􀂷􀀠􀀻􀀺􀀮􀀺􀀺􀀻􀀮􀀮􀁾􀁟􀁾􀀮􀀮􀀠􀁾􀁬􀀺􀁬􀀧􀁬􀀡􀁦􀀬􀀠,' •.•, .....0:;.•:;.:........
,..:01, .u" Page1 05110101 .. -0., <D II> '"-Col 
to ::I'A.R.S. ENGINEERS SURVEY COST ESllMATE ... Phase 2-9upplemental 0' .. -ProJeet: Survey Services for Arapaho Road from Surveyor Blvd. To Addison Rd. '< ?ii ( Rlght·Tum Bay for northbound
Marsh to eastbound Arapaho arid Temporary Construction Easement on Arapaho) (Jl " mARS Projeet No. 160096-4481 Task 8 z Ii) .... z m m ::tJ (Jl 􀁾􀀠'" ... Ol o m m '" '" 0 '"-0-0 􀁾􀀠'"
$ $3.146.50 m• 􀁾􀀠;;:.." .. .... 􀁾􀀠'" Ol " Page 2 05/10101 co to '" .'" 
Item #R3 -Appointment of a Mayor Pro Tempore and a Deputy Mayor Pro Tempore. Item #R4 -Selection of candidate(s) for the 2001-2002 class of Leadership Metrocrest. Attachment: 1. Leadership
Metrocrest letter Item #R5 -Presentation of the 2000 Comprehensive Annual Financial Report (CAFR) and the auditor's Report to Management for the fiscal year ending September 30, 2000.
Attachments: 1. Memo from Randy Moravec, Finance Director 2. Memo from Sandra Goforth, Accounting Manager 3. CAFR 4. Report to Management Item #R6 -Consideration of a Resolution authorizing
the City Manager or his representative to enter into an agreement in the amount of $21 ,000 with David Green Organizations, Inc. to provide group-meeting leads to Addison hotels for
a six-month trial period. Attachments: 􀁾􀀠1. Memo from Bob Phillips, Director of Visitor Services '1 2. Proposal and letter of agreement from David Green Organization, Inc. Administrative
Recommendation: Administration recommends approval. Item #R7 -Consideration of a Resolution authorizing the City Manager to enter into a supplemental engineering services agreement in
the amount of $19,959.00 with HNTB Corporation for additional engineering services required for a deceleration lane on Marsh Lane for the Arapaho Road, Phase II project. City Council
Agenda 05-22-01 
May 14,2001 MEMORANDUM To: Chris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Steve Chutchian, P.E., Assistant City Engineer 5UCc: Jim Pierce,
P.E., Assistant Director of Public Works Subject: Arapaho Road, Phase n Proposal for Supplemental Engineering Services During staffreview ofthe ongoing final design ofArapaho Road, Phase
n, from Marsh Lane to Surveyor Blvd., it was determined that the construction ofa deceleration lane along the east side ofMarsh Lane will enhance traffic movement onto the proposed eastbound
lanes ofArapaho Road. The improvements will include relocation and adjustment ofexisting signalization, utilities, sidewalks and drive approaches. In addition, it will be necessary to
prepare additional right-of-way and temporary construction easement documents. As a result, the firm ofHNTB Corporation prepared the attached supplemental engineering agreement, in the
amount of$19,959.00. Funding for the supplemental engineering services is included in the the Year 2000 General Obligation Bond Program. It is recommended that the Council approve a
proposal from HN1'J3 Corporation, in the amount of$19,959.00, fur supplemental engineering services re!atM to the Arapaho Road, Phaie II project."! 
14114 DaJ!;:uI:I􀁾,'i =J ARCHITECTS ENGINEERS PLANNERS 􀀦􀁲􀁫􀁗􀀧􀁾􀁊􀁜􀀠Suite 630 DPtiru, 1e.xm May 11, 2001 75240-4381 (972) 661·56..."6 MX (m) 661-5614 IIIUtutbllTb.r:om Town ofAddison
16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steven Z. Chutchian, P.E. ARAPAHO ROAD EXTENSION; MARSH LANE TO SURVEYOR BOULEVARD Supplemental Agreement No.3
Dear Mr. Chutchian: Attached is an updated fee proposal for the referenced Supplemental Agreement. This Supplement is for additional engineering services for a right-turn bay on Marsh
Lane. This update is in response to Jim Pierce's markups and your comments during our meeting on May 7, 2001. We hope this fee estimate is acceptable to the Town of Addison. If so, this
letter may serve as Supplemental Agreement No.3, with your return ofa copy bearing signature of acceptance in the space provided. Very truly yours, HNTB CORPORATION enjamin . Biller,
􀁾􀁾􀀠Vice President, Central Division BJBldsl Enclosure ACCEPTED: . TOWN OF ADDISON By: Title: Date: 25768 Tbe'HNl'B CtJmpanies OFFICES: 􀁁􀁾􀁜􀁎􀁐􀁒􀀡􀀢􀀧􀀬􀀠VA: ,.."NAI'OLlS, MO;
ATLtNfA. 0,0,; AUSTIN. TX; nATO]\; ROUGE, LA: BOSTON. MA, Ct-!ARLESTON. SC; CHA!I;Lt:'m):-l. \"V; CmCAGO, li: Clf.'."Et..... Nn. Otl, 􀁃􀀰􀀱􀀮􀁕􀁾􀁭􀁏􀁓􀀬􀀠OM: OAllA"t TX; O.l'.."NER.
CO; OETROIT, Mr, 􀁅􀁕􀁃􀁲􀁾􀁳􀀮􀀠WV: fAlRftEtD, NJ; FT, WORTH. '!"X: HARTl'OIu). cr; HOUSTON, TX; INPIA"AJ'QUS, 􀁬􀁓􀁾􀀠􀁬􀁒􀁜􀀱􀁾􀂣􀀮􀀠CA: K,A,XSA:> cm. "!Q, KSO"VIUE, 'Th"; U.O:SH"C,
MI; LOS 􀁁􀁎􀁇􀁆􀀮􀁉􀀮􀁾􀀮􀀠CA; lOUISVItl,E. KY: MAOlSOi'i. WI; MlA.\n, FL; MILWAtJ"££' WI; MINSEAVOLlS, MNi NASHVJLI£. TN; New YORK, N't'; OAKlAND, CA; ORL..l,mo, Fl.; OV1i:RLANn f'.i.1\K,
KS; l'tnlo<rrn M££l1NC.!'A; POR11..Mn, Mf., PORTI.ANO, OR; RAW(;H, t'C; ST. LOUIS, 􀁾􀁬􀁏􀀻􀀠SALT LAhE cm, t.rr: SAt. A!iTONIO. iX; s...:-.< \)f.RXARDI:-''O, CA; S"N fRl,NCI..'\CO. CA:
SA:-I JOSE, CA; !>EATn.£... \\;>., TAAI)',\, FL: TOlEDO. OH: \l::ASHJt-:GTON, D.C. 
ARAPAHO ROAD EXTENSION PHASE II SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS SUPPLEMENTAl AGREEMENT NO.3 1 4 1 2 2 4 4 2 8 12 4 12 ARS Surveying See Attached Proposal GBW
Engineering See Attached Proposal Fee Summary HNTB Engineering GBW Engineering Jack Hatchell· Relocate Signal Pote and Wiring HNTB 􀁕􀁾􀁮Planning ARS SurJlying -Rig ht Tum Lane on Marsh
4 16 8 6 $8.326 $6.690 $500 $1.294 $3.147 Total $19,959 • 
Arapaho Road Extension . Final Design of Phase 2 . Marsh Lane RIght Turn Lane at Arapaho (GBW Engineers, rne.) 1:MAN HOUR PROJECTiONIESTIMATED NO. OF DRAWiNGS NO. DWGS. 1 • • • • ACTIVITY
Project 􀁍􀁥􀁥􀁴􀁬􀁮􀁡􀁳􀁾..ement Utility CoOldinatioll1 Conacflon Water Une Relocafions Construction Saoueocerrratiic Control 􀁓􀁴􀁲􀁬􀁐􀁬􀁮􀁾􀀠Siorm Water Potrutlon Prevention Plan
Traffic Sillnal Drafting Bid Quantities ODInion of Probable Cost Total Hours HOUllv Rate Direct Labor Cost Assistant Prolect ManaCler 4 1 1 1 1 8 45 360 Project Oeslgn Enalneer Technician
4 2 2 2 2 1 1 1 2 .. 1 2 8 12 41 24 328 288 CADD Operator 2 a. 4 2 -2 8 2 28 16 448 , Clerical TOTAL 4 4 10 12 9 3 3 9 1 7 1 5 G 62 16 96 1520 ACTIVITY Survey Manaaer Survey Tech. Survey
Crew , TOTAL UtUiIY Survey 1 8 8 17 HourlvRale 100 60 110 Direct Labor Cost 100 480 880 -1460 Direct Labor Cost $1.520.00 Indirect Labor. Overhead (1.8775) $2.853.80 ..... Sllbtolal
$4,373.80 profit and Contingency $656.07 Surveying Expellse $1,460.00• Direct Expense $2QO.OO· · TOTAL FEE (Basic Services) $6,689.87 Assumptloos; 1. HNTB'wil! furnish a base sheel for
the right tum lane. 2. Right-of-way and easement documents, il tequlred. will be prepared by others. 3. (1 No separate sheet required. 
AR.S. ENGINEERS SURVEY COST ESTIMATE Phae 2-Supplemenlal _ f« Arapaho Road from 􀁓􀁵􀁾Blvd. To AddisoA Rd.Projl>c:t: Survoy ( RIght-Turn'say for nortIIbound Marsh to __UM Arapaho and
Tempcral)! Construction Easement on Arapaho) TASK u.ll. E>lel1d TOPOIllllPhlc Information at SEC Marsh and Arapaho 2 p"pare Pareel Plols and Descriptions for RlghtTum Lana and fortempomfY
",nstructlOn " ....ment on Arapaho 3 Sake Revised Right of Way 4 P"pare Dellverables ( ascii file, MlcrostatiOO file with poinls and M;,nostaUon tooo file, Plats and 0.."",1100. signed
in blue Ink) .. . ...... ARS Project No. 110-96-0481 Task 6 .......::'".... :.,.'.::.,. .. .. ..'''' ..,.,.'*""".....,.............-... : '.,":...... ,. "c'" ','. : ....:' '," . 􀀺􀁾􀀢􀀧..:
􀀧􀁾􀀧􀀮􀁾􀀬􀀮􀀧􀀠􀀮􀀬􀀧􀀺􀁾..􀀢􀀧􀁾􀁾􀀮􀀱􀁾􀁾􀁾􀁾􀀢􀀮􀁾􀀱􀂷􀀮􀀱􀀻􀀬􀀠,_._ -"':'i i. '. " Abstr-SR SVY SVY 2 MAN 3 MAN " MAN actor RPlS TECH TECH CREW CREW CREW 4 4 3 18 2 4 5 <1> ::l
n-C' '< :.:D en m z Cl H ": ..:" ",' Z • ..... m m :D enADMIN 2 '" 􀁾􀀠􀁾􀀠Q) <:.> '" o <.n o 􀁾􀀠-o -􀁾􀀠<.n Q) ., -0 l!: 􀁾􀀠􀁾􀀠􀁾􀀡􀀺􀁾􀁾􀂥􀀺􀁲􀁲􀁴􀁩􀁦􀀮􀁾􀁴􀁾􀁴􀁾􀁬􀁴􀀮􀁾􀀠􀁴􀁾􀀻􀁪􀁲􀀪􀁾􀁾􀀺􀀺􀀴
􀀺􀁦􀁬􀁴􀀺􀁾􀀯􀀠1;,' 􀁩􀁚􀁾􀁯􀁾􀀺􀀻􀁴􀀬􀀠􀁾􀀻􀁴􀀮􀁜􀀻􀁾􀁻􀀮􀁾􀁾􀁁􀁲􀀮􀀻􀀠􀁴􀁾􀁾􀀮􀀲􀁦􀁾􀁾􀁊􀁾􀁜􀀠􀁾􀁾􀀴􀁾􀀡􀁾􀁩􀁬􀀺􀁩􀀺􀁈􀁩􀁾􀀡􀁴􀀠􀀱􀁬􀁾􀁾􀁾􀀮􀁴􀁊􀁾􀁾􀀠Pegel 05110101 II> (I> "" '"-<:.>
-0 
.. ::lA.R.S. ENGINEERS SURVEY COST ESl1\!ATE r+ Phase 2-5upplementll C' '<: Project: Survey $eMcesfor Arapaho Road from SurvoyorBIvd. To Addison Rd. 5; ( RlgIlt-Tum e.yfO( __bound M_h
to eastbound Arapaho and Temporal')' Construction E .....menl on Arapaho) '" ARS Project 􀁎􀁯􀀮􀀱􀀶􀀰􀁾􀁦􀁔••k 6 m z Cl H Z ::::: :c '" 􀁾􀀠'" ... Ol o '" '" c.> '" 0 ....'" -a 􀁾􀀠0
'"􀁾$ $3,146.50• '" ""0 ..;::.. Ol 􀁾􀀠""0 Page 2 05110/01 !O (1) c.>-c.> III 
14J14D"llasI : I􀁾i j =JARCHITECTS ENGINEERS PLANNERS PmWUYfJ\ Sr/fle 63fJ Dallas, Te,,((ISApril 27, 2001 7'$2404,381 (972) 66}-5626 F..􀁌􀁾􀀠(972) 661_5614 Town of Addison 16801 Westgrove
Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steven Z. Chutchian, P.E. ARAPAHO ROAD EXTENSION, MARSH LANE TO SURVEYOR BOULEVARD Supplemental Agreement No.3 Dear Mr. Chutchian:
On April 9, 2001, you requested a right-turn bay (northbound Marsh Lane to eastbound Arapaho Road) be added to the original scope of services. Attached is a scope and fee estimate ($22,957.00)
for this additional work. If the fee estimate is acceptable to the Town of Addison, this letter may serve as Supplemental Agreement No.3, with your return of a copy bearing signature
of acceptance in the space provided. Very truly yours, BJB/dsl Enclosure ACCEPTED: TOWN OF ADDISON By: Title: Date: Tbr lINTlJ Cvmpfllfies 􀁏􀁦􀁦􀀡􀀨􀀧􀁾􀀠􀀮􀁜􀁴􀁓􀀧􀀨􀁌􀀧􀀢􀁾􀁬􀁉􀁬􀁁􀀠\".\
.,1'L\»''T,\. Cor... AOS11:>. 1X flYfO;'; h,)lIGf.. 1A 􀁈􀀨􀀩􀀡􀀭􀁔􀁏􀁾􀀧􀀮􀀠:.lA. ut"v'Lf.ST<)\\ so 􀁃􀁲􀀡􀀯􀀬􀀻􀀺􀁉􀀬􀁦􀀢􀁾􀀷􀀨􀀩􀀧􀀮􀀠W\'. CHICA..... O. I:', C,f.Y!:L\;\I), Oli, 􀁣􀁮􀁬􀀬􀁴􀁴􀁍􀁉􀁬
􀁉􀀧􀁾􀀠on D.".lL",l>. :x:JL\\.'lill, <:» DI:11lUn, 􀁾􀀺􀀱􀀮􀀠ELX;».". WY. Y;>,IRNtiU), ='1: vr 'XUkTH, n:: lJARTfOi!.O. CL 􀁬􀁪􀀨􀀩􀁃􀁾􀁦􀁵􀀺􀀭􀀻􀀬􀀠)1;., J0'D!';;'AI'OIIS t;,; 111.\'1;-';10
{A 􀁦􀁶􀁜􀁘􀁾􀁜􀀤􀀠􀀨􀁾􀁮􀀧􀁙􀀮􀀠,\:0. 􀁋􀁬􀀧􀁏􀁾􀁜􀀧􀁉􀁕􀁆􀀮􀀬􀀠T'\ 􀁌􀁜􀁘􀁾􀁉􀀺􀀭􀀧􀁏􀀺􀀻􀀮􀀠MI lih Al<.\)):IV". CA. 􀁉􀁦􀀩􀁬􀀧􀁢􀁜􀀧􀁉􀁾􀁕􀀺􀀮􀀠KY, 􀁾􀀱􀁁􀀢􀁔􀁦􀁏􀀠"'(•. 􀁾􀁉􀁬􀁁􀀬􀁜􀁈􀀬􀀠H.
:'IIL\\'.\UKtt, \,'L \!lX;";Flo-I'OLt.'>, 􀁾􀁬􀁋􀀠:'\.\:.IIVltUt. T:\. ;':f:\\.' YO",. ;\:'1, O,\"-L'l..KO. (;A O..L{lto,!.\ C'!;" or;: ORL,\;>;llO, n, O,'f.RL"Xn I't.Rr:. ;.;;.. :'t.Y.\lU.'·1II
􀁾􀀱􀁅􀁛􀁔􀀱􀀢􀁃􀀬􀀠1''\. l'OIlU,\:\\). 􀁾􀀺􀀱􀀺􀀠􀁒􀁁􀁴􀁅􀀡􀁉􀁾􀁉􀁬􀀬􀀠xc, SALT L\I\r (;In' FL l>.\:\ 􀀬􀁜􀁾􀁔􀁕􀁘􀁉􀁏􀀬􀀠TX, SAX Jlf.Il".-\l!W;\:O U\. 􀀻􀀧􀀱􀀺􀁁􀂷􀁲􀀺􀁔􀁾􀀮􀀠\\-'\
";'T L01'IS,MO TV.lt'.\ fl. TOLEDO. OIl. Tl'I_'·'-\. Uf,;. \\'G:.!lTA I'S 25768 
ARAPAHO ROAD EXTENSION PHASE II SURVEYOR BOULEVARD t. ADDISON ROAD ESTIMATE OF MANHOURS SUPPLEMENTAL AGREEMENT NO.3 and Temporary Construction Easements and Profile 2 2 2 4 2 4 4 8 4
4 8 12 4 12 4 16 8 8 59.978 HNTB &AJapaho Removal ARS Surveying See Attached Proposal GBW Engfneerlng See Attached Proposal Fee-Summary HNTB Engineering GBW Engineering JacJ< 􀁈􀁡􀁾􀁥􀁬􀁬􀀠Relocate
Signal Pole and Wiring M HNTB 􀁾􀁮Planning AR.S 􀁓􀁵􀁾􀁥􀁹􀁩􀁮􀁧􀀭Right Tum Lane on Marnh $1.513Indirect Labor-HNTB Urban Planning $9,978 $7.603 $500 $1,513 $3,363 Total $22.957 • 
Arapaho Road Extension Final Design of Phase 2 Marsh Lane Right Turn Lane at Arapaho (GBW EngIneers, Inc.) 􀁾􀀠f 􀁾􀀠MANHOUR PROJECTIONIESTIMATED NO. OF DRAWINGS ..􀁾􀀮􀁌􀀠DWGS. NO.
ACTIVITY Project MeetingslManagement Utility CoordinatioolData Collection Water Line Relocations1 • Construction SeQuencefTraffic Conlrol • Striping • Storm Water Pollution Prevention
Plan • Traffic SlIlllal Draftlnq Bid Quantities Opinion of Probable Cost Total HO\.Ii's Hourly Rate 􀁾􀁟􀀺􀀬_Direct 􀁌􀁡􀁾􀁯􀁲􀀠Cost Assistant Project Prole<:1 Manager Engineer 4 1 1
2 1 2 1 1 1 1 1 1 1 1 1 12 , I) 45 41 􀁾􀁏􀀧􀀠. 328 Oeslgn Technician 4 2 2 2 2 12 24 288 CAOO Operator 2 8 4 4 4 8 4 34 16 544_ ClerIcal 4 1 f 6 16 96 TOTAL 4 11 13 9 6 6 9 9 5 72 1796
_ m "U 􀁾􀀠 !5 􀁾􀀠ACTIVITY· . SliNey . Manager Survey Tech. SUrvey Crew TOTAL Utility .Survey , , l' Il 8 17 Hourly Aale 100 ao 110 . OlreotLabqr Cost 100 " 480, 880 1460 􀁾􀀠1\1...
U1 (l'\ ...... Dlrecllabor Cosl • Indirect Labor. Owrnead {1.877S) SUbtotal Profit and Conllngency SUrveying Expense Direct Expense TOTAl FEE (Basic Services) Assumptions: $1,796.00
$3,371,99 $5,167.99 J $775.20 􀁾􀀠$1,460,00 $200.00 􀁾􀀠$7,603.19 .... &l ; 1, HNTB wAf furnish a base sileet for the right tum lane. 2. Rlght·ol-way and easement documents, II required,
will be prepared by others. ill 3. (') No separate sheet required. 
01 A.ft.S. ENGINEERS SURVEY COST ESTIMATE Phase􀀧􀁾􀁵􀁰􀁰􀁬􀀢􀀢􀀧􀀮􀁮􀁬􀁡􀁬-'" to,'".. project: Survey Servlc" for Arapaho Road from Surveyor Blvd. To Add; .... n Rd• [l. ,! Right.Tum
Bay for northbound Mar.h to e••lbound Arapaho and Temporary Construction E•••ment on Arapaho)'" ARS Projec1 No. 160·96'()481 T••k 5 '" 􀁾􀀠"" [l. '" '" '" '" -o(j) '" -o " '" ., 􀁾􀀠o
... '" " -'" II)a: w w Z H 􀁾􀀠W II) 􀁾􀀠••1,., .. .a ..c: 􀁾􀀮􀀠􀀢􀁾􀁾􀀡􀁬􀁬􀁬􀁬􀀧􀁩􀁒􀀡􀁩􀀧􀁬􀀡􀁬􀁉􀁾􀁬􀀡􀀡􀀡􀀡􀀢􀀢􀀢􀀢􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁦􀀨􀀠",' 􀁾􀀢􀀠'\1' ,􀀺􀂷􀂷􀀢􀁉􀁦􀀬􀂷􀁾􀀧􀀧􀀡􀁩􀀡
􀁾􀁬􀂷􀀠-M'M 1. J. •• 􀀺􀀺􀀮􀀮􀀺􀀮􀀧􀁴􀀴􀀮􀁜􀁩􀁪􀁾􀁾􀀮􀁾􀁾􀀺􀀬􀀽􀁲􀀮􀀢􀀬􀀬􀀬􀀬􀀮􀀠􀀬􀁾􀀮􀀠-􀁈􀁦􀀡􀁭􀁉􀁴􀀮􀁅􀁓􀁬􀁉􀁍􀁾􀀠􀁉􀀭􀁾􀁜􀁧􀀢􀁬􀁬􀁾􀀠.h.liPli. 􀁾􀀮􀀮􀀺􀀺􀀠••• 􀁾􀀨􀀢􀀬􀁲􀀢􀀡􀀡􀀭􀁉􀀧􀀻􀀡􀀺􀀻􀀧􀀩
􀀴􀀺􀀺􀀻􀀢􀀢􀁬􀀺􀀡􀀺􀀧􀀱􀀮􀀱􀁬􀀡􀁩􀀺􀀧􀂷􀀺􀀻􀀻􀀻􀀺􀀧􀀠􀁾􀀠-• ," 􀁆􀁾􀀧􀀭􀁣􀀭􀀬􀀠_ .'!. . 􀀱􀁾􀀭􀀵􀀰􀀢􀀱􀁨􀀮􀀢􀀼􀁉􀀢􀁂􀁬􀁾􀂷􀁾􀀠AbslT' Sit SVY SVY 2 MAN 3 MAN TASK ...1. actor ItPLS TECH
TeCH CREW CREW 􀁾􀀠Extend T9pograph!c Info1!Tlatlon at SEC Marsh and ArOpano -' , 4 4 2 Prepare Parcel Plais and Descriptions for Right Tum Lane and 3 20 for temporary conslructlon easement
on Arapano .. 3 Shlka Revised Right of Way '" 2 4 4 Prepare Dellverables ( .scll file. Microstlltion file with poinls and 2 5 "'I"",s!aeon lop" file. Plats and Descriptions sign<><!
In blue iIIk) ..... " , 􀀺􀁾􀁾􀁦􀀡􀁾􀁾􀁴􀀱􀁾􀁦􀁩􀁾􀁾􀁾􀂥􀀺􀀺􀀺􀁾􀀮􀀠::;';';:-"2i:" 􀁾􀀢􀀧􀀮􀀢􀀠􀀺􀁟􀁾􀀺􀀠..􀀬􀀺􀁾􀁾􀀮􀁾􀀠􀁾􀁾􀀢􀁾􀁩􀀺􀀧􀀺􀁾􀁩􀀻􀀠􀀺􀀺􀀻􀀡􀁾􀀠Pagel . 􀀧􀁾􀀺􀁾􀁾􀁾􀀻􀁅􀀧􀀺􀀺􀀻􀀠4MAN
CREW ADMN 2 􀀧􀀻􀀻􀁾􀀻􀀺􀀺􀀧􀀺􀀺􀁾􀀺􀀱􀀩􀀱􀁾􀁾.. 􀁾􀁩􀀬􀁱􀁾􀁾􀁩􀁾􀀢􀁾􀀠04126'01 
A.R.S. ENGINEERS SURVEY COST ESTIMATE Phase '-Supplemental '" 1.M ., Project: Survey Services for Arapaho Road from Surveyor Blvd. To Addison Rd.Cl '" ( Right-Tum Bay for northbound
Marsh to eastbound Arapaho and Temporary Construdlon Easement on Arapaho) IL ARS ProJoct No. 160..sS-048/T ••k 5 N ID.. N ::;; IL... '" N 0 􀁾􀀠ID -N-... 0 '"N '" o '" r-'" ... N u.ll..
• $ $3,362.50 UJ 0:: W W Z H Cl. Z W UJ Page 2 0412&'01·􀁾􀀠>. +' .,<:: .0 
􀁾􀀬,-AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires
Engineer to perform certain work and services set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perfurm said work and services, hereinafter
referred to only as "services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE
OF SERVICES The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements
for design of Arapaho Road from Marsh Lane to Surveyor Boulevard. I. l'roject1>ejinUion This project consists of the preparation of plans and specifications for bidding and construction
of Arapaho Road from Marsh Lane to Surveyor Boulevard (the Project). The project will be a 4-lane reinforced concrete roadway from Marsh Lane to Surveyor Boulevard. Turn lanes will be
provided at Marsh Lane, Business Avenue, Commercial Drive and Surveyor Boulevard. A raised curb median divider will be provided from west of Commercial Road to Surveyor Boulevard. Services
will include geotechnical investigation and recommendations; final construction plans for the roadway, storm drainage, water, wastewater, landscaping, irrigation, traffic signals, construction
sequencing, and striping; bid document originals; record drawings; and coordinatii1 with franchised utilities, the Town of Addison, Cif of Carrollton, and applicable agencies. II. 1>etailed
Scope ofBasic Services The project has been implemented in several phases consistent with the availability of funds to complete final construction plans and specifications and to finance
the construction. The Scope of Services for Phase I and Phase II are described in a separate scope of services and Agreement executed February 12, 1997 with official authorization to
proceed dated March 9, 1998.' The Basic Scope of Services for Phase m, Phase IV, and Phase V are described herein. 1 ary., :: 
3. Prepare Estimate of Final Constroction Cost 4. Submit two (2) sets of plans to the Town of Addison for final review. .􀁾􀁜􀀮􀀺􀀠5. Incorporate Town's final review comments into final
plans. B. Phase IV -Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Print 35 half-size sets of plans and bid documents. 3. Attend pre-bid meeting. 4. Prepare necessary
addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder to the Town of Addison for the award of the construction contract. B. Phase V -Construction
1. Provide three (3) full-size blackline sets of plans for Town and Contractor. 2. Attend pre-constroction meeting. 3. Periodically inspect project during construction. 4. Respond to
requests for information. 5. Review submittals, as required by the contract documents. 6. Prepare mylar record drawings and electronic files. 7. Attend final inspection. III. Detailed
Scope ofAdditional Services A. Surveying L Prepare constroction easement plat and description for for an estimated constroction of 7 driveways on private property. 2. Research records,
obtain documents and prepare Parcel plat and description for additional parcel (No. 20). 3 
3. Assist the geotechnical engineer in re-establishing the centerline. 4. Establish elevaiion at site of bore holes for subsurface exploration. 5. Provide project control staking. B.
Geotechnical Investigation The purpose of the geotechnical investigation will be to sample and evaluate subsurface conditions along the proposed project alignment and from this data
develop engineering design parameters for design and construction of the. proposed improvements and to provide recommendations regarding these improvements. 1. Field Exploration Subsurface
conditions along the alignment of the Project will be evaluated by the drilling of six borings. The borings will be drilled to a depth of 10 feet or two feet into gray limestone whichever
is shallower. Cohesive soils will be sampled using a thin-walled Shelby tube sampler while granular soils will be sampled by means of the splitbarrel sampler in conjunction with the
Standard Penetration Test (SPT). Texas Highway Department (TIID) cone penetrometer tests will be performed in the primary rock strata, if encountered. Borings will be drilled dry without
the aid of drilling fluid and water level measurements will be made in each borehole at the completion of drilling and at least 24 hours later. This data will be reported on the boring
logs. 2. Laboratory Tests The necessary laboratory work will be performed in order to provide the required geotechnical design information. The project geotechnical engineer will classify
the samples recovered from the field investigation in the laboratory. A laboratory testing program will then be implemented to evaluate the pertinent engineering properties of the encountered
deposits. Laboratory testing will include liquid and plastic limit, moisture content, and calibrated penetrometer tests. Lime series tests will. be performed to determine the optimum
lime content for subgrade stabilization. It is not anticipated that any hazardous materials will be encountered in the geotechnical investigations, and therefore no environmental tests
will be performed on soil samples obtained. Should it become evident that environmental tests are necessary, 4 
these will be authorized and paid for under provisions of a supplemental agreement. 3. Engineering Analyses and Report The results of ihe field investigation and laboratory test programs
will be evaIuated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineering report. Three copies of
the report will be submitted. The report will include the following: a. Logs of boring, laboratory test results, borehole water level observations, and a plan or borings. b. Recommendations
for pavement subgrade preparation. c. Recommendations for concrete pavement sections based upon traffic information and standards of the Town of Addison. d. Recommendations for design
of retaining walls to include lateral earth pressures, drainage requirements, allowable retaining wall footing bearing resistance, and retaining wall footing sliding resistance. e. Recommendations
for design of a box culvert. f. Discussion of the presence of groundwater and the the impact of groundwater on the pavement design. 4. Other Environmental Considerations I The extension
of Arapaho Road will requ!e demolition of existing buildings. An environmental assessment of these buildings should be made to detenrune if any harmful materials, such as asbestos, will
be encountered during demolition. This work has not been included within the scope of services. If these services are desired, they may be accomplished under the provisions of a supplemental
agreement. Material testing during construction has not been included within the scope of this investigation. C. Traffic Study 1. Data Collection 5 
Existing and projected traffic volumes on Arapaho Road were obtained from the Town of Addison and North Central Texas Council of Governments (NCTCOG), respectively in Phase I and Phase
II of previous engineering studies. 2. Traffic Analysis a. Prepare preliminary traffic signal design plans and specifications for Arapaho Road intersections with Surveyor and Marsh Lane.
Plans and specifications will be prepared using Town of Addison standards. b. Review plans and specifications with Town of Addison and revise as necessary. Prepare final plans, specifications,
construction estimates and contract documents for installation of traffic signals. c. Prepare signal timing plans for the two intersections based on projected traffic flows and tuming
movements. D. Landscape Architecture and Aesthetic Treatments Areas for landscaping and aesthetic enhancement of Phase II of the Arapaho Road Extension Project, from Marsh Lane to Surveyor
Boulevard, is generally limited to the parkway between the right curb and right-of-way line. A short length of median west of Surveyor is also available for landscaping. The landscape
improvements included herein shall respond to the Town's landscape ordinance and guidelines and critical visibility concerns shall be incorporated into the overall roadway improvements.
1. Landscape Schematic Design Attend a kickoff/programming meeting with the Town of Addison. 2. Design Development The Design Development Package will be developed for Phase II and Phase
ill constrnction of the Arapaho Road Extension from Marsh Lane to Addison Road. a. Based on the approved Schematic Design, the Landscape Architect will prepare a Design Development Package.
This Package will include the following: • Materials Plan • Site Grading Plan • Site walls/entry features 6 
• Hardscape/paving and sidewalks • Site lighting (location and fixture type onl y -circuiting by others) • Landscape Plan • Critical cross-sections This package will include an appropriate
level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refine Probable Construction Cost. b. Prepare an Opinion of Probable
Construction Costs based on Design Development Drawings. c. Meet with the Town to review the Design Development Package and receive comments from Town staff for incorporation into the
construction document package. 3. Construction Documents The Construction Documents, based on the approved Design Development Package will be prepared for Phase IT construction of the
Arapaho Road Extension, from Marsh Lane to Surveyor Boulevard. a. The construction documents will include the following: • Layout and Materials Plan • Enlarged Intersection Layout and
Materials Plan, if required • Grading Plan for the R.O.W. Improvements • Enlarged Intersection Grading Plan, if required • Planting Plan 1 • Enlarged Intersection Planting Plan, if required
• Irrigation Plan • Enlarged Intersection Irrigation Plan, if required • Site Lighting (location and fixture type; circuiting by others) • Details and sections at appropriate scales
necessaIy to convey the sizes, appearances, finishes, and colors of all pavements, walls, site furnishings, and light fixtures • Coordinate structural details and incorporate on plans
to be approved by structural b. Prepare Technical Specifications (CSI format) describing all elements of the proposed work. 7 
c. Prepare a revised Opinion of Probably Construction Costs based on Design Development Drawings. d. Meet with the Town to review the Construction Document Package and receive comments
from Town staff for finalizing the construction document package. 4. Phase II Construction BiddingServices a. Prepare a list of qualified potential contractors who can perform the work. b. Prepare addenda as may be required during the bidding or negotiating process. c. Assist the
Town in the evaluation and assessment of bids or negotiated proposals. d. Propose and/or evaluate value engineering and substitutions with respect to cost implications and effect on
quality and/or scope of the work. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject
to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the
Engineer for work performed. { Compen!;ation for performing Basic Services shall be on a Lump Sum Basis as developed through man-hour estimates presented in Exhibit B and C. The Lump
Sum amount for Basic Services shall be $246,484.52. Compensation for Additional Services and expenses shall be made based on actual invoices received from subcontractors and/or material
supplies incurring costs attributable to the project. The estimated fee for Additional Services for subconsultants is given in the attached Exhibits D, E, F and G.The maximum Additional
Services fee shall be $47,639.00. Engineer agrees to perform the Basic and Additional Services to complete the project for a maximum total fee of $294,124. SECTION 4. RESPONSmILITIES
Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the design, drawings, plans, specifications, estimates, 8 
and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review any errors or deficiencies that are attributable to
the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of, nor payment for, any of the services required
under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement, and Engineer
shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance of any of the services furnished under this
Agreement. The rights and remedies ofOwner under this Agreement are as provided by law. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this
Agreement in a proper, efficient and professional mauner in accordance with the Owner's requirements. As time is of the essence for this Agreement, the services for Phase II construction
shall be completed within nine months of Notice-toProceed. In the event Engineer's performance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer
may request an extension of time for the performance of same as hereinafter provided. Ifsuch delay is in excess of 60 days on anyone occurrence or a cumulative delay of over 180 days,
Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially inhibits the Engineer from proceeding
with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and awaiting critical information to be supplied by Town or franchised
utility cOlflpanies. 1 No allow;tmce of any extension of time, for any cause whatever, shall be claimed or madehy the Engineer, unless Engineer shall have made written request upon Owner
for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon the allowance ofadditional time to be
made. SECTION 6. DOCUMENTS • All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or
work items, etc.) prepared under this Agreement shall be submitted for approval ofthe Owner. All completed instruments of service shall be professionally sealed as may be required by
law or by Owner. 9 
..'" . Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit ofOwner, in all
instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work
of Owner other than that specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees to protect, defend,· indemnify and hold harmless the
Engineer, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability
or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability
on account ofinjury, disease, sickness, including death, to any person or damage to property property including, in part, the loss of use resulting therefrom, arising from any inaccuracy,
such use of such instruments of service with respect to such other work except where Engineer participates in such other work. Engineer agrees to and does hereby grant to Owner a royalty-free
license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert
any rights or establish any claim under the design patent or copyright laws. Engineer, after completion of the project, agrees to furnish the originals of such instruments of service
to the Owner. Engineer may, however, retain copies ofany and all documents produced. The license granted herein by Engineer shall survive termination ofthis Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written notice to the Engineer. In the event suspension or termination
is without cause, payment to Engineer, in accordance with the terms of this Agreement, will be made on the basis of services J'easonably determined by Owner to be satisfactorily performed
to date of 􀁳􀁵􀁳􀁾􀁮􀁳􀁩􀁯􀁮􀀠or termination. Such parnent will be due upon delivery ofall instruments ofservice to Owner. Should the Owner require a material modification of its contract
with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's
services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement, for the services reasonably determined by Owner to be properly
performed by the Engineer prior to such termination date. Engineer may terminate this Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform
in accordance with the terms ofthis Agreement. Owner shall have 14 calendar days from the receipt of the termination notice to cure or to submit a plan for cure acceptable to the Engineer.
In the event the parties cannot agree upon an acceptable cure within 10 
a reasonable period of time from the date of notice, Owner may terminate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's
Compensation and Employer's Liability Insurance for the protection of Engineer's employees, as required hy law. Engineer shall also provide and maintain in full force and effect during
the term of this Agreement, insurance (including, but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against
liability from damages because of injuries, including death, suffered by any person or persons other than employees of Engineer, and liability for damages to property, arising from or
growing out of Engineer's operations in connection with the performance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less
than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering
damages to property shall be in the sum of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance
coverage to protect Engineer from liability arising out of the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot les6 than $1,000,000.00.
A signed Certificate of Insurance, satisfactory to Owner, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under
this Agreement. Such Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein.
Such Certificates shall terminate after completion of the project. Owner sfall be named as an "additional insured" party on all insurant''' !,nlicj"", except f01-Worker's Compensation
and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itself to Owner in the following respects, to wit:
, The Engineer hereby agrees to protect, indemnifY and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to
as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental
to the defense ofsuch suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in
11 
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone
else under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance of any services called for by this Agreement.
In the event one or more of the Indemnities is determined by a court of law to be jointly or derivatively negligent or liable for such damage or injury, the Engineer shall be obligated
to indemnify Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction of the improvements covered under this Agreement. Acceptance and approval
ofthe final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees, associates, agents and Engineers for the
accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and work; or other documents prepared by Engineer, its employees, contractor, agents
and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer is
subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees as employees
of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Enjineer further agrees to indemnify and hold Owner harmless
and reimburse 􀁾􀀠for any ex:penses or 􀁬􀁩􀁾􀁢􀁭􀁴􀀪􀁾􀀱􀀮􀀡􀀡􀀺􀀡􀀧􀀡􀀡􀁤􀀠'.md",,. ''''.1'1 􀁾􀁴􀀿􀀮􀁴􀁬􀁊􀁴􀀢􀀬􀁾􀀠in connection with employees ofEngineer.'! SECTION 11. INDEMNIFICATION
FOR NON-PAYMENT Engineer shall defend and indemnify Owner against and hold Owner and the premises harmless from any and all claims, suits or liens based upon or alleged to be based upon
the non-payment oflabor, tools, materials, equipment, supplies, transportation and management costs incurred by Engineer itt performing this Agreement. SECTION 12. ASSIGNMENT Engineer
shall not assign or sublet this Agreement, or any part thereof, without the prior written consent ofOwner. 12 
SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating
or applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the
provisions ofthis Agreement as to the quality or character ofthe service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner to
Engineer, Owner may, at its sole discretion without prejudice to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration to
Engineer except for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including reasonable
salaries and travel expenses of Engineer to and from meeting called by Owner at which Engineer is required to attend, but shall not include any loss of profit of Engineer. In the event,
of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others. In either event,
the Engineer shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred
may be due or that may thereafter become due to Engineer under and by virtue ofthis Agreement. • Owner may, without terminating this Agreement or talrlng over the services, furnish the
necessary materials, equipment, supplies and/or help necessary to remedy the situation, ¥ the expense of the Engineer. Engineer shall not be 􀁣􀁯􀁮􀁳􀁩􀁤􀁾􀁤􀀠in default of this 􀁾􀀠Agreement
for delays in performance caused by acts of the Owner or '! other circumstances beyond the reasonable control ofthe Engineer. SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra
services, services, additional services or change in the services will be made by Engineer without a written agreement with Owner prior to the performance ofsuch services. • SECTION
16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. 13 
SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements,
or stipulation bearing upon the meaning or effect of this Agreement which have not been incorporated herein. This Agreement may oruy be modified, amended, supplemented or waived by a
written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing
and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page of this Agreement.
The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use ofsingular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2000. OWNER: TOWN OF ADDISON,
TEXAS By 􀁒􀁯􀁾􀁗􀁨􀁩􀁴􀁥􀁨􀁥􀁡􀁤􀀬􀀠City Manager 􀀵􀀳􀁾Beltline Road P.O. Box 144 Addison, Texas 75001-0144 Witness: Director ofPublic Works ENGINEER: HNTB CORPORATION 􀁂􀁹􀀮􀁾􀁾__􀁾􀀠􀁾􀀠(
􀁅􀁂􀁜􀀻􀁥􀀻􀁮􀁾􀁪􀁾􀁾􀁩􀀺􀁂􀁩􀁾􀁲􀁩􀁲􀁪􀀬􀀺􀀭􀀧􀀧􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀮􀀠Vice President Central Division 14114 Dallas Parkway, #630 􀁗􀁩􀁥􀀺􀁍􀁾􀀠 14 
EXHIBIT A ARAPAHO ROAD EXTENSION MARSH LANE TO SURVEYOR BOULEVARD FEE PROPOSAL·SEPTEMBER 2000 Phase III • Rnal Design Phase IV • Bidding and Contract Award Phase V • Construction Basic
Services Job Title HNTB Project Manager Assistant Project Manager Project Engineers " Design Engineers CADD Technicians Clerical Hours 240 296 384 430 444 184 Rate/Hour $53.00 $44.00-"
$32.00 $23.00 $22.00 $17.00 $12,720.00 $13,024.00 $12,288.00 $9,890.00 $9,768.00 $3,128.00 Direct Labor Cost Phase III. Phase IV. and Phase V Basic Services $60.818.00 Indirect Labor.
Overhead . $93,830.01 HNTB Subtotal $154.648.01 Profit and Contingency $23,197.20 Out-ol·Pocket Expense $4.250.00 HNTB Subtotal Fee. Basic Services $182.095.21 GBW See GBW Proposal $64,389.31
Basic Se:vlces Fee $246,484.52 Additional sEtices Surveying, See ARS Inc. Proposal $3,572.00 Geotechnical, See TerraMar Proposal $5,785.00 Traffic Engineering. See Jack Hatchell Associates
Proposal $14,500.00 Landscaping. See HNTB Proposal $23,782.00 Subtotal Fee, Additional Services $47,639.00 TOTAL FEE FOR SERVICES $294,124 REVPh2exhibita.xls 
Exhibit B ARAPAHO ROAD EXTENSION PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS ....... ENGINEERING SERVICES -Number Project Senior Project Design of Sheets
Manager Engineer Engineer Engineer GBWCADD Clerical A. Phase III • Design and Plans 1. Construction Drawings a. Cover Sheet 1 4 16 1 b. Quantity Summary Sheets 3 16 16 2 c. Removal Sheets
1 8 168 d. Utility Relocations 2 4 8 76 e. Construction Sequence 2 8 96 . f. General Notes, Typical Sections 1 8 8 16 .g. Plan and Profile Sheets 5 8 40 80 110 h. Paving, Sidewalk, Intersection,
Misc Details 3 20 48 80 I. Driveway Details, Spec Grading 1 16 32 16 j. Striping Plans and Details 3 12 58 k. Drainage Area Map 1 4 60 I. Stormwater Calculations 1 8 30 m. Storm Drain
Plan and Profile 2 16 116 n. Storm Drain Details 1 28 o. SW3P Plans 2 4 1Q4 p. SW3P Details 1 4 44 q. Traffic Signal Plans. Details ..... 6 8 104 r. Roadway Lighting, Details 3 4 60
30 s. Signing, Plans anq, Details 3 60 30 t. Specs and Contract Documents 40 24 40 u. Construction Cost Estimates 8 24 40 24 v. Review Comment Revisions 24 8 4012 w. Bid Quantities 20
36 48 44 2. Building Demolition Plans a. Cover Sheet 1 4 16 1 b. Site Plan and DetailS 1 4 16 16 c. Specifications and Contract Documents 4 24 Subtotal Hours 0 152 I 340 I 316-402 28
824 Sheet 10f 2 
Exhibit B Number Project Senior Project Design of Sheets ManaQer EnQineer EnQineer EnQineer CADD Clerical GBW 3. Project Management, Admin 240 60 30 60 B. Phase IV -Bidding and Contract
Award "jl.1. PrePlITe Advertisement for Bidders 4 4 10 2. Print'25 Biueline Sets of Plans & Bid Documents 2 3. Prepare Addenda & Respond to Bidder's Questions 32 20 30 10 40 4. Prepare
Bid Tabulation 2 8 4 16 5. Recommend a Bidder to the Town of Addison 4 8 C. Phase V -Construction 1. Provide 3 Full-size Blueline Sets-Town & Contractor 4 2. Review Submittals 20 16
44 3. Prepare Mvlar Record DrawlnQs 16 16 84 8 8 Total Hours -240 296 384 430 444 184 884 Labor Rates -$53 $44 $32 $23 $22 $17 IDirect Labor Cost -$12,720 $13,024 $12,288 $9,890 $9.768
$3.128 $21.()32 ...... • Sheet 201 2 
EXHIBITCC Arapaho Road Extension Final Design of Phase 2 Marsh Lane to Surveyor Boulevard (GBW Engineers, Inc.) TASK Assistant Project Manager Project Engineer Design Technician CADD
Operator Clerical TOTAL 1. Project Meetings 32 32 2. Utility Coordination 4 16 8 28 3. Drainage Plan/Profiles 4 16 16 80 116 4. Drainage Calculations 2 8 4 16 30 5. Drainage Area Map
4 8 8 40 60 6. Utility Relocations 4 16 16 40 76 7. Construction Sequencerrraffic Control 4 16 16 60 96 8. Striping 2 8 8 40 58 9. Storm Water Pollution Prevention Plan 4 8 12 80 104
10. Traffic Signal Drafting 4 100 104 11. Details 4 12 16 40 72 12. Bid Ouantities 4 8 24 8 44 13. Bid Documents and Specifications 24 16 40 14. Opinion of Probable Cost 4 16 4 24 Total
Hours Hourly Rate Direct Labor Cost 100 $45 $4.500 116 $41 $4,756 136 $24 $3,264 496 $16 $7,936 36 $16 $576 884 $21,032 Direct Labor Cost $21,032.00 Indirect Labor, Overhead $32,784.79
Subtotal $53,816.79 Profit and Contingency $8,072.52 Direct Expense $2,500.00 T0ltL FEE (Basic Services) $64,389.31 "! • 
,nt by: ARS ENGINEERS 2147506623; 09/07/00 2:19PM;#992; Page 1/3 EXHIBIT D Civil EngineerillK • PIaJI11ing • Surveying September 7.2000 Mr. Dan Becker, P .E. IINTB,lnc. 14114 Daltas
Parkway, Suite 630 Dallas, Texas 75240-4381 (972) 661-5626 RE: Arapaho Road Extension Professional Surveying Services Prepare New Parcel Plat and Description ARS Reference No. 160-96-048
Dear Mr. Becker: ARS Engineers, Inc. is pleased to submit the following fee proposal for providing professional surveying services for the preparation of an additional Right of Way parcel
plat and description for the above referenced project and other services as follows: I. Research public records to determine current owner and obtain necessary document copies. 2. Prepare
Parcel Plat and Description. 3. Surveys to set new parcel corners. 4. Deliver three (3) each PIa! and Description, with original signatures in blue ink. S. Establ ish existing ground
surface elevations at L.g bore holes for subsurface explorations. 6. Stake centerline from Marsh Lane to Sta 37+00. ARS Engineers. Inc. proposes a not to exceed fee of$3.572.00 to perform
the above services. I If you have any questions or concerns regarding 􀁴􀁨􀁩􀁾􀀠matter, please feet. free to call me or Mr. Hugh Knight at (21-u.739-3152. ! Sincerely, a;W'jt;l #t Ad
$ul.ltv Ayub R. Sandhu, P.E., RPLS President • Consulting Engineers 5910 N. Central ExpreJswl1,Y • Suire 1000 • Dal/as. Texas 75206 • Phone (214) 7.l9·3152 • Fax (214) 750·8823 􀁥􀁾􀁭􀁡􀁩􀁬􀀺􀀠mail@a
rsengrs.com • website: www.arsengrs.C'I)1n 
., ::I!I.R.s. ENGINEERS SURVEY COST ESTIMATE rt <T'< Project: Additlonal SlIlVey Services fer the Arapaho Road Extension ARS ProJect No. 180-9fl.G48 :t> '" '" m":Y 􀀻􀀢􀁾􀂷􀁩􀀺􀀺􀀺􀀬􀁾􀁾􀁾􀁻􀀻􀁾􀁲􀀮�
�􀁴􀁾􀀧􀁾􀂷􀀺􀁾􀀺􀀺􀂷􀁾􀀨􀀺􀀺􀀬􀀺􀀺􀁾􀂷􀀺􀁾􀁮􀀺􀀨􀁻􀁻􀀺􀀱􀁾􀀻􀀡􀀺􀀷􀁦􀁾􀂧􀁾􀀺􀀻􀀬􀀻􀁾􀀺􀁾􀀺􀁾􀀺􀀺􀁍􀁁􀁁􀁦􀁦􀁏􀁕􀁒􀁦􀁾􀀢􀀢􀀧􀁮􀀨􀀻􀀧􀀬􀀠􀀺􀀺􀀺􀁾􀁾􀁲􀁲􀁾􀀧􀀭􀁾􀁾􀂷􀀺􀀠􀀢􀀺􀁾􀀠:::;; ,!.
:">" " z G'> HSR SVV SVV 2 MAN 3 MAN 4 MAN Z TASK Abstracter RPLS TECH TECH CREW CREW CREW ADMIN m :xl.-m '" 1 Research Public ReCOfds 1 4 -2 Fjeld Des 10 dete<mlne parcel. 1 4 3 Prepare
Parcel PiaU: and descrlpDon 2 4 4 Set Po""" comers 1 4 I\l 􀁾5 n. 6-8 bore holelocallons 1 4 ......, o6 Slake 2700 fcel of cenler tine 1 B '" CD '" I\) W 7 Project management and Addmin.lration
2 2 OeIJvetables Thies (3) each Pial and D.scrlpUnn signed with Blue tnk and 2 1 Beetronte Files o <0 ..... o..., ..... o o • I\l !g "" 'It <0 TOTALS 􀀺􀁾􀀺􀁬􀁦􀁴􀁴􀀮􀁤􀀡􀁴􀀮􀀺􀁭􀁾􀀠􀀻􀁩􀁩􀁪􀀭􀁩􀁊􀀮�
�􀁩􀁾􀁩􀁾􀁪􀁴􀁬􀁴􀀻􀀮􀁊􀀧􀁾􀀠􀁦􀀮􀁬􀁩􀀡􀀻􀀧􀀺􀀡􀀧􀁬􀁬􀀡􀀻􀀺􀀺􀀺􀀺􀀮􀁷􀁾􀁩􀁩􀀺􀁾􀁆􀀮􀁲􀀻􀀻􀀻􀁳􀀠􀁦􀁦􀁩􀁴􀀻􀁩􀀺􀁬􀀻􀁰􀀢􀀧􀀺􀁬􀁩􀁲􀁮􀁾􀀺􀁽􀁉􀁾􀁲􀁬􀀼􀀺􀁾􀀠􀁾􀀧􀁪􀁾􀁾􀁩􀁾􀁷􀀺􀁩􀀺􀁾􀁾􀁛􀁾􀁾􀁾􀀠􀁾􀁬􀁾􀀢􀁦􀁾
􀀢􀀧􀁩􀁴􀁾􀁲􀁴􀁴􀁾􀁾􀁾􀁬􀁪􀁈􀁬􀁪􀀠􀀬􀁟􀀡􀀬􀀡􀀡􀀺􀁾􀀠􀀻􀀡􀀡􀁁􀀡􀁬􀁪􀀡􀁦􀀮􀁴􀁉􀁾􀀺􀀺􀀮􀀠􀁾􀁾􀁩􀀡􀁊􀁩􀀧􀁬􀁬􀁊􀁬􀀧􀁩􀁾􀁩􀁩􀁩􀀡􀀧􀁉􀁩􀀱􀀡􀀺􀀠<0􀀢􀀢􀀺􀀢􀀢􀀬􀀺􀀻􀀭􀁾􀀷􀁲􀁾􀀧􀁐􀀻􀁾􀀠􀀺􀀭􀀮􀁭􀀺􀀬􀀢􀀻􀀧􀀧􀀧􀀧�
�􀀧􀁾􀀡􀀮􀀮􀁗􀀺􀀢􀀬􀀺􀀮􀀠􀁊􀀢􀁾􀀬􀀢􀀺􀀻􀀬􀀧􀁟􀀡􀀬􀁦􀀠·.j .• riM 􀁉􀁾􀀻􀁦􀀢􀀬􀀠p:.!" ·.,.;,r..M' 1'1 ....."-... u. 􀁾􀀬􀁬􀀧􀀧􀁨􀁾􀁬􀂷􀀠,'•••􀂷􀀢􀁉􀁽􀀢􀁾􀀬􀀡􀀺􀀬􀀺􀁉􀀢􀀢􀀡􀀧􀀩􀀭􀂷􀁉􀀺􀀩􀁬􀁬􀀧􀀢􀁾􀀡􀀬􀀮
􀀧􀀢􀀮􀀢􀀢􀀻􀁬􀁩􀁬􀀠h.... 􀀧􀁾􀀧􀁩􀀱􀀧􀀺􀀢􀁉􀁾􀀬􀁴􀁉􀁉􀁾􀀡􀀬􀀺􀀧􀀠􀁾􀁾􀀠I\l Page 1 09/07/00 " !O.,'" I\l ..... W 
::> '" A.R.S. EIIGINEERS SURVEY COST ESTIMATE ... .,.. '< Project: Addltl"".1 Survey Services for the Alapaho Road Extension l>ARS Project No. 160-96-ll48 ;:0 '" SRSVV TECH SVV 2 MAN
rn z Cl .... z rn rn ;:0 (J) N ... ..... (J) o Ol Ol I\l U> o <0.... o ..... .... o o '" TOTAL CONTRACT COST $ $3,572.00 "tl '" ., ;:: "" '" N '" .,"tl IDPage 2 09107/00 .. U> .... U>

OJl17/00 FRI 14: 41 FAX 972 488 8080 Terra-Mar. Inc. . EXHIBIT E IERHA-MAR Oon&l,dting Engineeftl " Geotechnical· EnvironmenlaJ • Construction Materials 􀁔􀁥􀁳􀁴􀁩􀁮􀁧􀁾􀀠DAllAS. FORT
WORTH • HOUSTON • AUSTIN • LONGVIEW .March 17, 2000 Mr. Dan Becker, P.E. HNTB 14114 Dallas Parkway, Suite 630 Dalias, Texas 75240 Phone: 972·661-5626 Fax: 972-661-5614 Rs: Proposal for
Geotechnical Services Arapaho Road Extension Addison, Texas TMI Proposal No. POO·1653DE Dear Mr. Becker: We are pleased to submit this proposal to provide geotechnical services for the
above referenced proJect. This proposal includes a description of the project, and our proposed scope of services, project sohedule, and budget. PROJECT DESCRIPTION The project will
COnsist of extending Arapaho Road from Marsh Lane east approximately 2,500 feet to Surveyor Boulevard in the Town of Addison, Texas. Cuts and fills up to about 6 feet are anticipated
for the roadway alignment. A box culvert is anticipated near Sts. 30+50 west of Surveyor Boulevard. SCOPE OF SERVICES 1 Our services1for this project will include a field inVestigation,
laboratory testing and engineering analysis in order to develop recommendations to guide design and construction of the Arapaho Road extension. A description of our proposed scope of
services is presented below. Field Investigation We propose to drill six borings for this project. The borings will be drilled and sampled to a depth of 10 feet or two feet into gray
limestone, whichever is shallower. The borings will be continuously sampled using either thin-walled. The samples will be properly logged, packaged, sealed, and placed In core boxes
for transportation to the laboratory. The drill crew foreman will record the depth that seepage water is encountered during drilling. Waler level readings will also be obtained from
each boring at drilling completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. 11050 Ablu ....n., tI"II..., re"a' 15229, P,",II',"
(912) 498·8800, FDx, (9121488·8080 
03/17/00 FRr 14:41 FAl 972 488 8080 Terra-Mar. Inc. tel 01 IERHA-MAR Mr. Dan Becker. P.E. HNTB TMI Proposal POO-1553DE March 17,2000 Page 2 A representative of Terra-Mar, Inc will stake
the boring locations. It is assumed that others will mark the centerline of the road so that we can locate our borings in·the field. Determining the ground surface elevation at the boring
locations is not within our authorized scope of service. We assume that the client has the right-of-entry to the property and that the boring locations will be accessible to our conventiona:,
truck-mounted drilling equipment during normal working days. We have also assumed that traffic oontrol will not be required to complete the borings. The drilling operations will proceed
in a manner that will reduoe the potential of damage to underground utilities. We request that we be provided with any information regarding any eXisting underground utilities on-site
prior to beginning the fieldwork. We will coordinate underground utility , line clearance with the Texas Excavation Safety System and the Town of Addison, However. we will not be responsible
for damage to underground utility lines that are not properly identified by others prior to mobilization of drilling equipment to the site. Laboratory Testing The project geoteohnical
engineer will olassify the samples recovered from the field investigation In the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate the pertinent
engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture oontent, and calibrated penetrometer tests. Ume series tests will
be performed to oetemnine the optimum lime content for subgrade stabilization. Engineering Analyses and Report The results of the field investigation and laboratory test programs will
be evaluated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineering report. Three copies of the
rejort will be submitted. The report will Include 􀁴􀁾following:. 1 1. Logs of boring. laboratory test results. borehole water level observations. and a plan of borings. 2. Recommendations for pavement subgrade preparation. S. Recommendations for
pavement concrete pavement seotions based upon 1raffic loading information provided by others. 4. Reoommendations for design of retaining walls to inolude lateral-earth pressures. drainage
requirements, allowable retaining wall footing bearing resistance, and retaining wall footing sliding resistance. 5. Recommendations for design of a box oulvert. 6. Discussion of the
presence of groundwater and the impact of groundwater on the pavement deSign. 
03/17/00 FR! 14:41 FAX 972 488 8080 Terra-liar. Ino. 􀁾􀁯􀁯􀀠i Ei1iiiA-MAR " 􀀮􀁾􀀠Mr. Dan Becker, P.E. HNTB TMI Proposal POO·1553DE March 17, 2000 PageS PROJECT SCHEDULE AND BUDGET
We propose to initiate the investigation within five working days after receiving notice to proceed. Field operations will require one day to complete, following clearing of the boring
locations for underground and overhead utilities. The laboratory testing program will require approximately five days to complete. The engineering report will be finalized within ten
working days after the laboratory testing is completed. Preliminary results may be available if desired during the course of investigation. We propose to provide the ebove·described
scope of services for a lump sum fee of $5,785. Any additional services not included in our proposed scope will be invoiced on a time and materials basis .in accordance with our standard
schedule of fees. CLOSURE' We appreciate the opportunity to be of assistance on this project. ShOUld you have any questions, please oall. Sinoerely, Roger K Southwo Project Manager 􀁾􀁤􀁾􀀠Tim
G. Abrams, P.E. Manager, Geotechnioal Services • 
03/17/00 PRI 14:41 FAX 972 488 8080 Terra-liar, Inc. @005 PROPOSAL ACCEPTANCE AGREEMENT Description of Services:___􀀡􀁩􀁬􀁇􀀺􀁬􀀡􀁥􀁾􀁯􀀡􀀡􀁊􀀼􀁾􀁾􀁣􀁨􀁌􀁬􀀡􀁮􀁾􀁩􀁣􀁡􀀼􀀡􀀡􀀮􀀡􀀮􀀮􀀱􀀡􀀡􀀡􀁬􀁮􀁾􀁶􀁥
􀀡􀀡􀁩􀁳􀀡􀀡􀀡􀀡􀁩􀀡􀁬􀀾􀁧􀁏􀀡􀀡􀁡􀁴􀁩􀁬􀁬􀀬􀁩􀁯􀀱􀀡􀀮􀀡􀁮􀀬􀀭􀀭􀁟􀁾_______________ Project Name: Arapaho Road Extension Project Location: Addison. Texas TERRA-MAR proposal #: __.......P....,Q"'occ-1
,.,o""o"'3"'O""E_____ APPROVAL AND PAYMENT OF CHARGES. Fees will be billed to the account of, and invoices will be mailed to; Firm: Attention: Title: Address: City: Stata: _______ Zip:
Telephone: Fax: PROPOSAL ACCEPTED BY: TITLE: DATe ACCEPTED: PAYMENT TERMS: Payable in accordance with the attached agreemen!(s). Invoices for completed work will be issued every month
for continuous or extended projects unless otherwise mutually agreed upon in writing. PROPERTY OWNER IDENTIFICATION (If other than above): Name: Address: State: _______City: Zip: Telephone:
Fax: SPECIAL PROVISIONS: 1 Please note 􀁴􀁨􀁾􀀠TERRA-MAR reserves reserves the right to withhold all reports until such time as TERRA-MAR receives a signet! Proposal Acceptance Agreement
or other written authorization referencing this Proposal Acceptance Agreement with its Attachment (the Professional Services. General Terms and Conditions indicated below) in its entirety.
This Proposal Acceptance Agreement, together with TeRRA-MAR'S Proposal, Unit Fee Schedule, and the att'l,ched General Terms and Conditions specified below, constitute the entire Agreement
between the Client and TeRRA-MAR and supersedes all prior, written or verbal Understandings. IBl Geotechnical Engineering Services General Terms and Conditions • o EnVironmental Engineering
Services General Terms and Conditions o Construction Materials Engineering Laboratory Inspection .md Materials Tasting Services . General Terms and Conditions o Other '1ERIlA/IIfAR 􀁾􀀠Environmontal
Serv;"",. Gooteel,"ica! EngiM.r!ng •.Con,lf.ellon Matena'" T••ti"g 􀀭􀁾􀀧􀀿􀁽􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭...,.....v DAllAS. FORT WORTH +HOUS70N +AUSTIN +LONGVIEW 
03/17/00 FR! 14:42 FAX 972 488 8080 Terra-Mar, Inc. @OOB TERRA"HAR" INC. " 􀀮􀁾PROFESSIONAL SERVICES • GEl\"ERAL TElTh1S AND CONDITIONS GEOTECHNICAL ENGINEERING SERVICES The General
T arms and Conditions agreed to by the parties are as follows: I 1. PARTIES; TelTll.Mar, Inc. (hereinafter "TMI") refers to the company performing the scope of wort< described herein
and d",tailed in !he TMI Proposal. 'Client-refers to the person or busine•••lOtity ordering the scope of work to be performed by TMI. If the Client Is ordering work on behalf of another,
Client represents and warrants that it is the duly authoriz:ed egent of !he party that will benefit from the work, Unless othelwise stated in writing, Client assumes sole responsibility
for the Sufficiency of !he work ordered. Client shall communicate these General Terms and Conditions to any third party to whom Client transmits any part of TMl's work. Alter execuijon
01 the Proposal Acceptance Agreement to which these General Terms and CondiUons are attached and made a part thereto, TMI shall have no duly or obligation to any third party greater
than Ihat set forth in these General Terms and Conditions. 2. SCOPE OF WORK: 􀀢􀁗􀁯􀁲􀁾􀀠means the specific environmental, geotechnical, analytical, testing or other service to be performed
b)! TMI as set forth in TMl's Proposal, previously referenced herein and made a part hereof. 3. TESTS AND INSPECTIONS; Client shall ensure thaI all tests and inspections of the site,
all materials provided, and work performed by others are delivered in a timely manner in accordance with the plans, specifica60ns, contract documents, and TMl's recommendations. No claims
for loss, damage or injury shall be brought agaInst TMI by Client or any third party unless all reviews, tests and inspections have been so performed and unless TMl's recommendations
have been followed, Client egree$ to Indemnify, defend and hold .TMI, Its officen;, employees and agents harmleSS from any and all claims, suits, losses, costs and expenses, Including
but not limited to, court costs and rea$onable attorney's feas ill !he event !hat all such reviews, tests, and inspections are not $0 performed or TMI's recommendations are not 50 followed
except to the extent !hat such failure is lI1e result of !he negligence, willful or wanton act, or omission of TMI, its officers, 􀁡􀁧􀁾􀁮􀁴􀁳􀀠or employees. 4. SCHEDULING OF WORK: The
services set forth in the Proposal wi!! be accomplished in a timely, workmanlike and professional manner by TMI personnel or authorized subcontractors. IfTMI Is required to delay commencement
of work or if, upon undertal<ing work, TMI is required to halt 􀁷􀁯􀁲􀀧􀁾􀀠due to changes in the scope of work, interruptions in other aspects ot!he Project, or o!her causes beyond the
reasonable control Qf TMI. additional charges will be applicable and payable by the Client.' . S. ACCESS TO SITE: Client will provide access to !he site for TMI to perform the work.
TMI shall take reasonable measures to minimize damage to the site and any improvements as !he result of 􀁾􀁳􀀠work; however, TMI has not included In its fee the cost ot restoration of
damage which may occur. TMI will restore the site to its former condition, upon written request from Client that provides for payment to TMI for the cost thereof. 6. DAMAGe TO EXIIOTING
MAW-MADE OBJeCTS: Unl"" TMI assumes in writing the responsibility of locating subsurface or latent conditions, Client agrees to indemnify :and save TMf harmless from all claims, sllils,
losses, cost and expenses, Including reasonable attomey's fees as a result of 􀁾􀁯􀀢􀀢􀁬􀀠injury, OI>alh or property damage occurring with 􀁲􀁥􀁳􀁰􀁾􀁥􀁴􀀠to TMl's performance of its
work and arising from subsurtace or latent 􀁣􀁯􀁮􀁾􀁯􀁮􀁳􀀬􀀠or damage to subsurface or latent objects, 􀀤􀁴􀁲􀁵􀁣􀁴􀁶􀁲􀁥􀁳􀁾􀁥􀁳􀀠or conduits where the actual pre&ence end loeatlon
Ihereofwa. not revealed to TMI by Cliont. 7. CONr'IDENTIALlTY: During the Project, TMI and its employees may obtain, directly or indirectly, secret and confiden1iallnformalion considered
proprietary by Client. TMI agrees, on behalf of 􀁩􀁾􀁥􀁬􀁬􀀠and its employees, 10 maintain the confidentiality of information formally designated as proprietary by the Client unless
directed by Client in writing 10 disclose the Information to others. B. RESPONSIBILITY: TMi's work shall not Include determining or Implementing the means, ITII!lI10ds, techniques, ..
e'luenoes or procedure. of conslrue!ion. TMI will not be responsible tor evaluating, reporting or affecting job conditions relative to the health, safety or welfare of any persons other
than ns own employees. TMI's 􀁾􀁷􀁯􀁲􀁫􀀠or failure to perform same shall nOI in any wa)! excuse any contractor, subcontractor or supplier from performance pf its work in accordance
with the Contract documents. 9. SAMPLE D!S?OSAL: Unless otherwise agreed, test specimens or samples will be disposed of immediate!y upon compleUon of !he test. All drilling samples or
specimens will be disposed of sixty (60) 􀁾􀀠days after submission of TMI's report. All archaeological samp!es will be returned to Client for permanent curalion following submittal ofTMI's
final report. 10. PAYMENT: Client shall be invoiced once each month for work performed during the preceding penod. Client agrees 10 pay each invoice within thirty (30) days of its receipt.
Client further agrees to pay interest On all amounts invoiced and not paid or objected to for valid cause within said thirty (30) day period at the rale of eighleen percent (\8%) per
annum (or the maximum interest rate permitted under applicable law, whichever Is the lesser) until paid. Client agrees to pay TMl's cosl of collection of all amollnts due and unpaid
after Sixty (60) days, including court costs and reasonable attorney's fees. I:Admjn\FormsIDE STDT&C•.d",,' 1 of2 Revised 1·19-99 
03/17/00 FRI 14:42 FAX 972 488 8080 Terra-liar, Inc. III 00 .. " " TERRA-MAR/INC. Remedies available to TMI for collection of amounts due, including mechanic's liens, shall not be limited
by any contractual provision or other agreement that IS not specifically made a part of this Aoreement. ii, TERMINATION: This Agreement may be terminated by either party upon seven (7)
days' prlor written notice. In the even! of termination, TMI shall be compensated by Client for all 􀁾􀁥􀁲􀁶􀁬􀁣􀁥􀁳􀀠performed 􀁾􀁰􀀠to and including the !ermin.lIon date, Including
reimbursabte expenses," and for the completion of such selVice. and records as are necessary to place TMl's tiles in order and/or to protect its profc$$ional reputation. 12. 􀁗􀁁􀁾􀁒􀁁􀁎􀁔􀁙􀀺􀀠TMl's
services will be performed, its findings obtained, and i!s reports prepared in accordance with the Proposal which has been 􀁦􀁬􀁬􀁵􀁴􀁵􀁾􀁬􀁉􀁹􀀠agreed upon as we!! as these General
T"rm$ and Conditions. In performino its professional selVices, TMI will strive to perform services under these General Terms and Conditions In 8 manner consl.tent with the level of osre
and skill ordinarily eXercised by me",bers of the profession curren!ly practicing in the same locality under Similar col'Jdition•. This warranty is in lieu of all other warranties. either
express or implied. 13. INSURANCe AND INDEMNITY: TMI agrees to carry the following liability Insuranca: Sfatutory Workers' Compensation and Employers' LIability, Comprehensive General
Liability, and Comprehensive Automobile Liability. TMI wlll furnish certlflcates of insurance on request. To the exient of the COVerage limits mainlained by TMI and subject to the exclusions
therein and the amount of the claims paid by such insurance, TMI agrees 10 indemnify and hold Client harmtess from all l(lsses. claims. demands. causes of acUon, and suits arising out
of the willful or negligent acts of TMI, its officers, agents, employees, or subcontractors. in performing profe$sional services at the work$ile. In furnishing and using equipment and
matarials at the worl<site, or in traveling to and from the werl<site. If Client spe<;ifica!1y reqUires additional insurance coverage, TMI will obtain the specifie insurance coverage
Of procurable) at Clienfs expense. TM! does not indemnify Client fordemage arising outofCllenfs independenl use ofTMI data, advice, recommendations and reports. 14. AGREEMENT TO ARBITRATE:
All disputes related direcUy or indirecUy to any aspect of this contract, work related to this contract, or to any matter in this contractual relationship shall be arbilratad pursuant
10 and by the American Arbitration AssoclaUon in Dallas. Texas. 15. PRIORITY OF DOCUMENTS; These General Terms and Conditions, together with the Proposal Acceptance Agreement and associated
documents, shall control over any conmeting provisions within purchase orders, work orders, letters of intent, or other similar documents. 16. APPUCABLE LAW: This Agreement shall be
governed by and cons!f\led according to tile laws of the Slate of Texas. The venue for ali cl"ilT1$ asserted under this Agreement shall be Oallas County, Texas. END OF DOCUMENT J:Admin\FonnsIDE
8m T&Cs.doc • 2of2 Revised 1-19-99 
EXHIBIT F Arapaho Road Extension Final Design of Phase 2 Marsh Lane to Surveyor Boulevard (Jack Hatchell & Associates) TASK-5IGNALIZATION FOR TWO INTERSECTIONS FEE 1. Preliminary Design
2. Final Design 3. Timing Plans-includes all trafficlluming movements TOTAL $6,000 $4,500 $4,000 $14,500 
ARAPAHO ROAD EXTENSION EXHIBITG PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS LANDSCAPE ARCHITECTURAL SERVICES 1. Landscaping Master Plan a. Initial Programming
Meeting b. Schematic Master Plan Roll Dwg TotalsLA2 LA 1 6 6 12 o Sheet 1 of 2 
4. a. b. c. d. Award Prepare List of Subcontractors Prepare Bid Addenda Evaluation of Bids Review Value ."' ... of Sheets LA3 LA LA 1 Totals Hourly Rates TOTAL Direct Labor Cost TOTAL
Indirect ....... • Sheet 2 of 2 , 
14114 Dallas I : I􀁾i i =1ARCHITECTS ENGINEERS PLANNERS ParkINI),. Suite 630 Oa/lrlS, T...t'I'U 752404}81February 28, 2001 (972) 66/-5626 FAX (972) 661-"1614 Town of Addison 16801 Westgrove
Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steven Z. Chutchian, P.E. Assistant City Engineer ARAPAHO ROAD EXTENSION Marsh Lane to Surveyor Boulevard SupplementaI Agreement
No.1 Dear Mr. Chutchian: On February 22, 2001, you requested additionaI survey work for a parcel swap (Parcel 17) for the Arapaho Road project. Attached is a scope and fee estimate ($1,555.75)
from ARS Surveyors for this additionaI survey work. If the fee estimate is acceptable to the Town of Addison, this letter may serve as Supplemental Agreement No. 1 with your return of
a copy bearing signature of acceptance in the space provided. Very truly yours, 􀀲􀁥􀁪􀁾Vice Presidenl, CentraI Division ACCEPTED: By: , Title: Date: OHKf!.: Al.EXA:l:DH14, \'A, ,HI-A'\.'A.
GAl .\{J)\TIN. T;>;, SAn),'. 􀁫􀁏􀁵􀀨􀀻􀁾􀁟􀀬􀀠:.A. H05TO:-:. ,\!A. CHAI(tLS1UX. tLS1UX. 􀁾􀁣􀀠OIARLI!:-lTO;"'. WV. ClllCAGO. It, <.tR"F.L\:-;O, OIL COW.\IIIH". OK. u....tl.A\, n, DE);V!:.\{.
CO, Of'.Tl<QlT. MI E:KINS, W\': j'AUIHV,L:>, "'j. f'T \H)II.1'H, YX: 􀁬􀁬􀁁􀁾􀁨􀁄􀁉􀁉􀀮􀁝􀀩􀀮􀀠CT. HOCSTO:-l, 1;';, 􀁊􀁓􀁄􀁉􀀺􀁜􀀺􀁜􀁁􀁉􀀧􀁏􀁕􀁾􀀮􀀠[:\". IRVINE, CA. 􀁋􀁁􀁎􀁓􀁁􀁾􀀠CflY
,'10, Kr.;O;o.-V1UE 1}.', IA:->SI)lG 􀁾􀁉􀀺􀀺􀀠LO" A\:Cf.lfJl. CA. tolJIS\'L:If. ;;Y. MA,\"Tf.O, ;-'C: 􀁾􀁜􀁬􀁁􀀧􀁜􀀱􀁌􀀠a, ,\lllw·,.,tiKHE. WI. Mr";-,;r.... rous. \11': :\,vi!!\'!Llf.
TN, "HU' YORK. ;-"'Y. OA."LA:"'(I}. LA. 􀁏􀁋􀁌􀁜􀁈􀁏􀁾􀁉􀀧􀀢􀀠CITY. oli.. OR:.,\N::'O. rl. O\"E?L\ND !':\.It! ... K.... I'ln:OIJTH \lEETI!"G, 1',\: I'O!fI'lAKJ), 􀁾􀁬􀁦􀀮􀀬􀀠RAl.EIGH.
",c, S,\L'f LI.KI: CITY. tD", liM, "',,1"O:-':JO, l'X. 􀁾􀀮􀀢􀁜􀁲􀀮􀀠lltUX .... UllNO. CA; SEA'HIE. w"'. 􀁾􀁔􀀠lOPIS. 􀁾􀀬􀀡􀁻􀁬􀀺􀀠"r,,).II'A, l'J.: rlJumo. OH, 􀁬􀀬􀀭􀀧􀁌􀁾􀁁􀀠0":,
\t'JCIIn',\, 􀁋􀁾􀀠
'<.,. ARS Proje<:l No, 160-96-0481 Tast< 4 ?ii TASK 1 Prepare Pa"",1 Plat and Descripton 0/SWIIP area 01" ..... 2 Set Pa""" comers 3 Revise Descriptions of four Parcels for Temp. COnsl
EsmlS, 4 Project management and Admin_on Deliverables 5 Thr.. (3) each Plat and .Description signed wllll Blue Ink and EIact'Onie flies ...... • Pagel 0.MANIiOUREll.•􀁦􀁩􀁍􀁁􀀱􀁅􀀺􀀡􀁾􀂷􀂷􀀺􀁬􀀡􀀮􀁾�
�􀀺􀀺􀀬􀀭􀂷􀀧􀀢􀁔􀂷􀀬􀁾􀁣􀀮􀀮􀀺􀀮􀀮􀀧􀀺􀁃__􀀮􀀮􀀭􀀭􀀺􀀮􀀢􀀭􀀭􀁾􀀭􀀧􀀭􀀭􀁟􀁾􀀠, 'UlAN I 3 MAN .. MAN Abstractor I RPlS 1 2 SRSVY TECH 4 1 SVr TECH 4 1 2 CREW CREW CREW ADMIN 4 1 1 ii,
•. 􀁾􀀧􀀻􀀺􀀺􀀧􀀴􀀻􀀺􀀻􀀻􀀻􀁾􀀻􀁌􀀮􀀺􀀺􀂷􀁲􀀧•• 􀀻􀀽􀀭􀀵􀀧􀀻􀀧􀁾􀁾􀁆􀁴􀀧􀁾􀂷􀀺􀁩􀁔􀀠.... 􀀺􀁨􀀧􀀧􀀻􀀧􀀧􀀮􀀧􀁪􀁌􀀻􀀻􀀬􀀡􀀻􀀻􀀺􀀻􀀧􀁾􀁩􀀴􀀭􀀻􀁾􀀬􀀠􀁩􀀢􀁾􀁨􀀭􀀧􀁊􀀡􀀺􀀢􀁩􀀬􀀬􀀺􀀬􀀺􀁽􀀧􀁺􀀮􀀺􀀬􀀻􀁚􀀻􀀻􀀺
􀀻􀀧􀀺􀀻􀀠02127/01 fJ) f'I1 Z H '" Z rn f'I1 :D fJ) 􀁾􀀠'" -l> (Jl o '" '" 􀁾􀀠o '" -'" -"" o 􀁾􀀠'" l:l 'U ;: u: '" 􀁾􀀠, u, 
::lA.R.S. ENGINEERS SURVEY COST ESTIMATE .-+ cr '< »ARS Project No. 􀀱􀀶􀀰􀀭􀀹􀀱􀀱􀁾􀀴􀀸􀁉􀁔..k 4 ;;0'" 􀁾􀀠C> .... z m m ;;0 '" 􀁾􀀠'" ... ..... o '" '" '" 􀁾􀀠0 -'" .....'" -0 􀁾􀀠$
$1,555.15...... w.. w "1l ;;:• .. 0 ID "" ID 0 02127/01Page 2 "1l !l) <0 '" c.:>-w 
I I 1 ; ,i I ! J I ! 14JJ4Da1lasI : I􀁾• i =JARCHITECTS ENGINEERS PLANNERS P.ur*way, Suire 630 Dallas. Texas 752404381January 30, 2001 (972) 66/-5626 FAX(972) MJ.5614 Mr. James C. Pierce,
Jr., P.E. Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 ARAPAHO ROAD EXTENSION. ADDISON ROAD TO MARSH LANE Change Order No. 1 to Supplemental Agreement No. 1 Dear Mr. Pierce:
On November 1, 2000, you requested that we make an additional study for the construction of access ramps from the Arapaho Road Extension project to Midway Road. These studies were completed
and exhibits prepared for presentation at a Town Council meeting on November 13, 2000. Also, additional copies of the Preliminary Engineering Report were made for distribution to Council
members. The costs to prepare the additional ramp studies and documents for Council presentation were not included in our Agreement for services for the Arapaho Road Extension. It was
agreed in our telephone conversation on November 1 st that we would perform the additional services for a fee of $1,500. Accordingly, we respectfully request that the compensation estimated
in Supplemental Agreement No. 1 dated September 7, 2000 be increased by $1,500 to $8,977. We trust' the additii:mal compensation requested for these services correctly reflects our understanding
as agreed in your telephone request. If acceptable to the Town of Addison, this letter may serve as a Change Order to Supplemental Agreement No.1 with your return.of a copy bearing signature
of acceptance in the space provided . .. Very truly yours, 􀀻􀁾􀁾􀀽􀁾􀁾􀀻􀁾􀁾B;;;;min 􀁲􀁾􀁢􀁙􀁅􀀮􀀠Vice President, Central Division ACCEPTED: By: Title: Date: The HNT8 Companies OffiCES:
AlEXAXllRtA. VA;. AnMTA. CA; AtJSllS. lX: ilATON ROJX;E. J:A: .BOSTON, M .... CHARtESTO;-<, sC; CIl.\itlESTO,"" W'o', CHICAGO. It; ClEVEU....O. OU: COtL-'MIlCS, ali, DAlLAS, TX; oe","\I!:R,
CO; m:1l!.Orr. AU, EOO:-lS. 'l"V; FAlIlflELO. NJ. IT...rORrn. TX; HARt1'ORD. CT; HO\.!5TON, T:<: lNDIA..'II'.\fOus. IN: IRVI""E. 0.: KANSAS CITY. MO, K..",o."'{ViI..l£, TN: 􀁴􀁁􀀮􀀭􀀮􀀺􀁾􀁯􀀬􀀠"'I;
lOS "'''CElI;5, C\: LOUISVILLE. 10,")"; ""-"""11:0, "'C; .'JIMll, ft.. ).l!lWAUKE€, WI; M1NNEAI'OU5, !\IN: 􀁾􀁁􀁓􀁈􀁾􀀱􀁕􀀮􀁥􀀮􀀠TN, NEW YORK, 1'1"; OAKlAND. CA: OKUHO\IA CITY. 010:;
ORL>,NDO. n, O\'eKtA.... O PARK, I;'.'.: PLYMOIlI1" MEET1:'>C. Pl,-, PORTLAND. ME; RALEIGH. !\'C; SALT LAK£ CITY. lJT: SAN "'...."TONIO, n;:, SAN B'EIL'IARDtCJO. <:A, seATTLE, WI<: sr,
lOViS. MO: TA.-\lPA, ft: TOlEOO. OH; Th1..\A. 􀁏􀁾􀀠lli'KHrr ... , ItS, 
October 3, 2000 MEMORANDUM To: Cbris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Jim Pierce, P.E., Assistant Public Works Director Subject:
Engineering Contract for Arapaho Road, Phase II, Surveyor Boulevard to Marsh Lane HNTB Corporation has essentially completed the preliminary plans for the Arapaho Road Extension from
Addison Road to Marsh Lane. The only remaining item is a decision concerning the configuration ofthe Arapaho/Midway intersection. Lee Engineering is studying the configuration of tbis
intersection and a "Second Opinion" will be rendered in the very near future. The next step for the project has been designated" Arapaho Road Phase II" which is the portion ofthe extension
between Surveyor Drive and Marsh Lane. Appraisers have been hired to begin the right-of-way acquisition process, and for now, attention has been focused on acquiring the property at
15115 Surveyor Boulevard. Negotiations for this property are currently in progress. 1 Attached is a 􀁾􀁰􀁹ofa contract with HNTB Corporation for the final design ofPhase II ofthe project,
from Marsh Lane to Surveyor Boulevard. The contract covers preparation ofplans, specifications and contract documents for the construction ofPhase II, including a Geotechnical report,
surveying, landscape design, and bid phase and construction phase services. Compensation shall be on a lump sum basis for a maximum total tee of $294,124. The lump sum fee is based on
detailed man-hour estimates that have been reviewed and negotiated by staff and found to be acceptable for both parties. The engineering contract will be funded from bond issue proceeds.
• Staff recommends Council authorize the City Manager to enter into a contract with HNTB Corporation for final design ofArapaho Road, Phase II, for a fee not to exceed $294,124. 
14114 IkJfld.' I : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS Parkway, Suite 630 lJf<tias, T(!.f(t,{ 752404381 (97;!) 􀀶􀀶􀀱􀂷􀁾􀀶􀀲􀀶􀀠FAX (972) 661-5614 January 11, 2001 Town of Addison
P.O. Box 144 Addison, Texas 75001 Attn: Mr. James C. Pierce, Jr., P.E., DEE Assistant City Engineer TOWN OF ADDISON Arapaho Road Extension -Phase IIIIII Dear Mr. Pierce: Attached are
copies ofour Insurance Certificates showing coverage for your file, as requested. These are for the renewal and continuation ofinsurance requirements through January 1, 2002. Should
you have any questions following review of these certificates, please let us know. Very truly yours, HNTB CORPORATION Daniel F. Becker, P.E. DFBldab Enclosures • 25768 The llNTB Companies
OHJt:m.; M.EX.-\:"ORf'\. VA, ATL\:->TA, !.IlL: 􀀮􀁜􀁌􀀧􀁓􀀭􀁮􀁾􀀬􀀠'J:>:: OAi'O:4 ROC(;'£. I",,: oos:ro:-.:, ).1,\; ttiAllllil<YO:\. lIl;;, 􀁏􀁕􀀮􀁒􀁴􀁌􀀢􀀧􀁔􀁏􀁾􀀮􀀠\n', O!!{:ACO. It;
CtfVF:!.A1"l), on. COtt'MUUS. 0111 􀁊􀀩􀀬􀁜􀁌􀁌􀁜􀁾􀀮􀀠Th. 􀁮􀁦􀀮􀁾􀀢􀁅􀁬􀀡􀀮􀀠CO; Dl,-!ItOrr ..\Il: Il: 􀂣􀁌􀁋􀁉􀀻􀀭􀀧􀀻􀁾􀀮􀀠W\', h\I:(YI£l!J. :-':J. vr WOltl1l. TX. HARTFORD, CT.
HOL:>'TOR TX, IxmAXAPOUS. 11'; 11\\'::'1:. CA., KA:.i)<P.$ Cll'r, ,,!o: t>:;OX\'H.lIi. Th. L\XMKG. M!; LOS 􀁁􀁾􀁕􀀡􀀺􀀺􀁕􀀺􀁓􀀮􀀠CA: lOt:lSY![lE );Y, 􀁾􀁉􀁁􀀢􀀧􀀧􀁔􀁅􀁏􀀮􀀠;,-". 􀁍􀁬􀀻􀁜􀁾􀁉􀁦􀀮􀀠n.
􀁾􀁉􀁬􀁌􀁜􀁘􀀬􀁜􀁬􀁊􀁴􀀮􀀺􀁦􀀮􀁦􀀮􀀬􀀠WI. 􀁾􀀡􀁦􀁾􀁎􀁦􀀮􀁁􀁐􀁏􀁌􀁬􀀢􀁟􀀠}le:, NA5-HvtIl..E, 1;>;, NEW ,vltK. NY, O."}(.L\NlJ. 0., UKI....!lO;.u. el1Y, DK, OltL\:-.'DO, FL, UVERLAND ,',\RK,
};s: rtY"IOL'"":'H !>1f.ETlNG t'A, PORTLANU. )lE; k,\Lf.lGIL st:, SALT L;)';I:: OTY, !Yf; SAN ANTONIO. TX: "....:> 􀁉􀁬􀁅􀁒􀁎􀁁􀁒􀁭􀁾􀀨􀀩􀀬􀀠C,\. SEA:T:.E. WA; ST, Wl 'L.'>, 􀁾􀀨􀁾􀀩􀀮􀀠TAMP,;,
IT: TO:ELX>. OH: TVI.5,\, OK: WlCHJT.... liS. 
CERTIFICATE OF LIABILITY 􀁉􀁎􀁓􀁌􀁉􀁒􀁁􀁎􀁃􀁾􀁾􀁬􀀠I DATE (MMIDDl'fY) ACDRD_ 01/09/01 PRODUCER :THIS CERTIFICATE IS ISSUED AS A MAITER OF INFORMAnON􀁬􀁒􀀱􀁾􀂩􀀡􀁲􀀺􀀺􀀨􀁊􀁖􀀺􀀠,ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE Baldwin Ins & Bonding Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1201 Ras Drive, Suite B ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW. Richardson TX 75081 Phone: 972-644-2688 Fax: 􀀹􀀷􀀲􀀭􀀶􀁾􀀴􀀭􀀸􀀰􀀳􀁾􀁁􀁎􀀠1 0 ZODl INSURERS AFFORDING COVERAGE INSURED tNSURERA: National American Insurance CO􀁬􀁾􀁎􀁔􀁂􀀠COflPOp,·,'
,DALLAS. n:, INSURERS: American Internat'l Speoialtv _.._-_..----'-"." 'INSURERC:Terra-Mar·, Inc. 11050 Ables Ln INSURER 0:Dallas TX 75229 INSURERE:I " COVERAGES TIlE POLICIES OF INSURANCE
LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABove FOR mE POLICY PERIOD INDICATED. NOTWITHSTANDING JUlY REQUlREMENT. TERM OR CONDmON OF ANY CONTRACT OR OTHeR DOCUMENTWITli RESPECT
TO WHICH THIS CERllFlCATE MAY BE ISSUED OR MAY PERTAIN., lHE INSURANCE AFFORDED fWlHE POUCIES DESCRIBED HEREiN IS SUBJECT TO ALL THE TERMS, exa.U510Ns AND CONDITIQNS OF SUCH POLICIES.
AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. 􀀱􀀧􀁾􀁩􀁜􀀧􀀱􀀠UABIUTY '----+___􀁾􀁐􀁏􀁵􀁕􀁃􀁙􀀺􀀡􀀮􀁲􀁉􀁎􀁾􀁕􀁍􀁳􀀺􀀡􀀮􀀮􀁅􀁒__􀁰􀁾􀀺EACH' LIMIT'i $ 1000000 B 􀁗􀁘􀁾􀁾􀀢􀁅􀁒􀁃􀁉􀁁􀁌􀁇�
�􀁎􀁅􀁾􀀢􀀧􀀮􀀧􀀺􀀮􀁩􀀢􀀧􀁉􀁁􀁓􀁉􀁌􀁬􀁬􀁙􀁬􀁬􀀿􀁒􀀰􀀲􀀶􀀷􀀷􀀱􀀴􀀱􀀠04/01/00 04/01/01. fiRE I ,onafim) i $ 50000 HI---'I ClAIMS MADE 􀁾OCCUR 'MEOEXP(Anyooopernon) 1$5000 ...e. Pollution
& E&o PR02677141 04/01/00 04/01/01 􀁪􀁾􀁾􀁾􀀬􀀢􀁾􀀮􀀧􀁮􀁾􀀧􀁾􀁾􀁾􀁩􀀤􀁊􀁬􀁾􀁌􀁯􀁾􀁯􀁯􀁾􀁯􀁯􀁾􀁯􀁾􀁪_ Professional Liab i $ 2000000 􀀭􀀧􀀹􀀧􀁾􀁏􀁌􀁉􀁃􀁙􀁮􀀠􀁾􀁔􀁁􀁮􀀺􀀺􀀺􀁒􀀠'AGG $1000000
: COMBINED SINGLE LIMIT LIAElILIT\" A 􀁾􀀠ANVAUTO AU1266242D 04/01/00 $100000004/01/01 •(E,accldent) 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀀠􀁁􀁌􀁌􀁏􀁾􀁅􀁏􀁁􀁕􀁔􀁏􀁓􀀠SCHEDULED
AUTOS -;;..!!:. HIRED AUTOS 􀁾􀀠􀁾􀀠NON.oWNEO AUTOS -------------GARAGE LIABILITY =lANVAUTO JESSLIABILITY B OCCUR CLAIMS MADE PROU2672427 􀁾OEDUCTlBLE s10000 WORKERS COMPEtU;AT10N AND
A EMPLOYERS' LIABILITY <J.M... A Property Section A , .f-Fl CW1600142D MP1688842D MP1688842D 04/01/99 04/01/00 04/01/00 04/01/00 04/01/01 : BODILY INJURY ; (Per person) BODILY INJURY
(PeraccIdent) iPROPERTY DAMAGE I(Per accIdent) IAum ONLY, OlliER l1iAN AUTO ONLY: $ • • AGG Is " •• Is I. I 􀁾􀀠􀁉􀁖􀁾􀁉􀀱􀀧􀀠04/01/"1 I E.L 􀀼􀁾􀀢􀀠I$ 1 04/01/01 04/01/01 I E.L.I ·EAI
10 """"'''' I E.L. DISEASE. POLICY LIMIT I 01000000 􀀧􀁷􀀧􀁾􀀧􀀠'" RE: Arapaho Road, Phase II -Addison Geoteohnioal Service Agreement Certificate holder is additional insured as respects
the general and auto liability. A waiver of subrogation applies to general & auto liability-in favor of certificate holder. • I IN I .INSURED; INSURER LETTER, HN"TBA-1 HNTB Architeots
Engineers and P1anners Attn: Benjamin Biller. 14114 Dallas Parkway, #630\ \ Dallas TX 75240-4381 \ \ 'ORD 26-5 (7197) \ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
TIlE DATE THEREOF, TIlE ISSUING INSURER WILL ENDEAVOR TO MAil 30 DAyS WRlTTEN N011CE TO THE CER11F1CATE HOLDER NAMED TO THE LEFT, 'BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLlGA110N OR
LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTA11VES. .IIV'" 1988 \ 
1'111-/Dafltt"I : Ii:! i i =JARCHITECTS ENGINEERS PLANNERS October 2, 2000 l'(IJ'!unry, Suilf! 6.W DnJi(ls. f.,xw; 75240·.)381 (')';2) 66J-i6,.l(J r.U: (972.; 66J-'i6J.i Town of Addison
16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. James C. Pierce, Jr., P.E., DEE ARAPAHO ROAD EXTENSION Phase II Dear Mr. Pierce: Enclosed, please find two (2)
originals of a revised agreement for providing Engineering Services for preparation of the plans for the construction of Phase II of the Arapaho Road extension. Phase II construction
will extend from Marsh Lane to Surveyor Boulevard. The enclosed agreement has been revised to reflect comments received in discussions with you concerning the scope of services and requested
compensation. After your review of the enclosed agreement, we will be pleased to meet with you to discuss the project budget and schedule to clarify any issues or questions you may have.
Very truly yours, HNTB CORPORATION 􀂥􀁦􀁲􀀩􀁾􀀠Angela M. 􀁓􀁴􀁾􀁤􀁡􀁲􀁤􀀠Enclosures AMS/tlf • tl)l' flsrn CIlIJlPIIIl(I'S IfHI! L, AU';':.\',nw,\ \',\ S:I \:\T,\. (,'\. ":,',-T\o'>.
1\, I\,ITOl' 􀁒􀁏􀀺􀀭􀀼􀀬􀁾􀀠lA. ;IOSTO' \lA, U!·\l\!U.1UX, 􀁾􀁃􀀮􀀠U:.\lltL\TO;';. w,: {:l!!CM,{) It, <tFVEL,;.;n 00, D.HL\IHt')1 dll 1-' \1 \ 􀁜􀁾􀀮􀀠;'" ()f.'>\'Ell co. (J£'IH)d',
􀁾􀀡􀁌􀀠!ilK:;':$. \"\', fAJI(FtE:.r> ;;1. fT WORTH, n, lL\RTfOIU\ CT. !lOt'SiC';, 1::, IKnI·\:>rd'0U'\ IX. IIln:;f.. C\. KlI:;'A'i CrlY•.'.10, liSO,,""\')l.tE TS L 􀁜􀀻􀀢􀁾􀁌􀀢􀁉􀀬􀀠,\JI
'-'-'" 􀀬􀁜􀀺􀀻􀀨􀀬􀁌􀁊􀁾􀀢􀀮􀀠C,\ VL ';,,\'ILLL tS. 􀀺􀀬􀁾􀁁􀁙􀀻􀀧􀁌􀁬􀀢􀀧􀀮􀀠>,'1;:' '\L\MI. 􀁾􀁫􀀠.\U..\\ '\t'KU', \\! \lI:>,!vL",l'()lb. H:-i. :-..\)>(;nUf, Tl>., :-itV YOaK KY.OM:L\"f)
('-V OJ..L\i!O,IA (1'1'" nt;;, , 'I,; .\,;l< '. 1'1. j'n 1\1-""'1) 1'\11", 􀁴􀀻􀀻􀁾􀀮􀀠I'LY,\!nl,1I 􀁾􀀱􀁬􀂷􀀬􀁕􀁬􀀡􀀬􀁇􀀮􀀠I'A 1'010,,1..,>0) • .\11 hALl'((>!!. 􀁾􀁋􀀮􀀠"AU lAh!: UTY.
\,1 ).1\.1;, 1,\;TO"IO. t.'., ;;A:-' 􀁈􀁮􀁥􀀬􀁁􀁒􀀡􀀩􀁬􀁾􀀧􀀻􀁏􀀮􀀠C,\, .'U' n I.", W/, ,-It 􀀾􀁬􀀧􀀱􀁾􀀠\1< J. ",\\il'" H. TOl.\:no. nll. P.t.'V;, OK 􀁜􀁮􀁃􀁊􀁬􀁬􀁲􀀭􀁜􀀮􀁉􀀼􀀮􀁾􀀠
i i ,------" "--""----."-----" "! , , 
AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer
to perform certain work and services set forth in Section 2, Scope ofServices. WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter referred
to only as "services", specified in said Scope ofServices, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree asfollows: SECTION 2. SCOPE OF SERVICES The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be perfonned by the Engineer in accordance
with the Owner's requirements for design of Arapaho Road from Marsh Lane to Surveyor Boulevard. I. Project Definition This project consists of the preparation of plans and specifications
for bidding and construction of Arapaho Road from Marsh Lane to Surveyor Boulevard (the Project). The project will be a 4-lane reinforced concrete roadway from Marsh Lane to Surveyor
Boulevard. Turn lanes will be provided at Marsh Lane, Business Avenue, Commercial Drive and Surveyor Boulevard. A raised curb median divider will be provided from west of Commercial
Road to Surveyor Boulevard. Services will include geotechnical investigation and recommendations; final construction plans for the ro:Qiway, stonn drainage, wlMfr, wastewater, landscaping,
irrigation, traffic signals, construction seqllencing, and striping; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable
agencies. Detailed Scope ofBasic Services The project has been implemented in several phases con,llistent with the availability of funds to complete final construction plans and specifications
and to finance the construction. The Scope of Services for Phase I and Phase n are described in a separate scope of services and Agreement executed February 12, 1997 with official authorization
to proceed dated March 9, 9, 1998. The Basic Scope of Services for Phase ill, Phase IV, and Phase V are described herein. 1 
A. Phase III -Final Design 1. Prepare final construction drawings that incorporate preliminary review comments from Phase n. (Scale 1:' ,= 20'. Horizontal and 1" = /5' Vertical except
as noted.) The 􀁦􀁯􀁬􀁬􀁯􀁷􀁩􀁾􀁧􀀠sheets shall be included: a. Cover Sheet b. Quantity Summary Sheet c. Construction Phasing (Scale 1" = 40') d. General Notes and Typical Sections e.
Existing Utilities f. Paving Plan and Profile Sheets g. Paving Details h. Striping Plans (Scale 1" = 40') i. Striping Details J. Driveway and Special Grading Sheets k. Drainage Area
Map (Scale 1" = 100') I. Storm Drain Plan and Profile Sheets m. Storm Drain Details n. Roadway Cross Sections 2. Prepare Contract Documents 3. Prepare Estimate of Final Construction
Cost 4. Submit two (2) sets of plans to the Town of Addison {or final review. 5. Incorporate Town's final review comments into final plans. B. Phase IV -Bidding and Contract Award 2

L estimated construction of 7 driveways on private property. 3. Assist the geotechnical engineer in re-estabpshing the centerline. -4 4. 1. for Bidders. 2. 3. Prepare necessary addenda
and respond to bidder's questions. 4. Prepare bid tabulation. 5. Recommend a bidder to the Town of Addison for the award of the construction contract. B. Phase V -Constructibn Provide
three (3) fulJ-size.....,._". Contractor. Review submittals, as required by the contract documents. Prepare mylar record drawings. t 􀁾.fJ,..... r6 􀁪􀁾􀀠Detailed Scope ofAdditional
Services A. Surveying L Prepare construction easement plat and description for an ? 7 B. Geotechnical Investigation The purpose of the geotechnical investigation will be to sample and
evaluate subsurface conditions along the proposed project alignment and from this data develop engineering design parameters for design and construction of the proposed improvements
apd to provide recommendations regarding these improvements. 1. Field Exploration Subsurface conditions along the alignment of the Project will be evaluated by the drilling of six borings.
The borings will be drilled l Establish elevation at site of bore holes for subsurface exploration. 3 
to a depth of 10 feet or two feet into gray limestone whichever is shallower. Cohesive soils will be sampled using a thin-walled Shelby tube sampler while granular soils will be sampled
by means of the split-􀁾􀀠 barrel sampler in conjunction with the Standard Penetration Test (SPT). Texas Highway Department (THD) cone penetrometer 􀁾􀀿􀀠 tests will be perfonned in
the primary rock strata, if 6!icouragedo;} . Borings will be drilled dry without the aid of drilling fluId and water level measurements will be made in each borehole at the completion
of drilling and at least 24 hours later. This data will be reported on the boring logs. 2. Laboratory Tests The necessary laboratory work will be perfonned in order to provide the required
geotechnical design infonnation. The project geotechnical engineer will classify the samples recovered from the field investigation in the laboratory. A laboratory testing program will
then be implemented to evaluate the pertinent engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, and calibrated.
penetrometer tests. Lime series tests will be perfonned to determine the optimum lime content for subgrade stabilization. It is not anticipated that any hazardous materials will be encountered
in the geotechnical investigations, and therefore no environmental tests will be perfonned on soil samples obtained. Should it become evident that environmental tests are necessary,
these will be authorized and paid for under provisions of a supplemental agreement. 3. Engineering Analyses and Report The results of the field investigation and laboratory test programs
will be evaluated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineering report. Three copies of
the report will be submitted. The report will include the following: • a. Logs of boring, laboratory test results, borehole water level observations, and a plan or borings. b. Recommendations
for pavement subgrade preparation. 4 
c. Recommendations for concrete pavement sections based upon traffic information and standards of the Town of Addison. d. Recommendations for design of retaining walls to include lateral
earth pressures, drainage requirements, allowable retaining wall footing bearing resistance, and retaining wall footing sliding resistance. . e. Recommendations for design of a box culvert.
f. Discussion of the presence of groundwater and the impact ofgroundwater on the pavement design. 4. Other Environmental Considerations The extension of Arapaho Road will require demolition
of existing buildings. An environmental assessment of these buildings should be made to determine if any harmful materials, such as asbestos, will be encountered during demolition. This
work has not been included within the scope of services. Ifthese services are desired, they may be accomplished under the provisions of a supplemental agreement. Material testing during
construction has not been included within the scope of this investigation. C. Traffic Study 1. Data Collection Existing and projected traffic volumes 1Jn Arapaho Road were obtained from
the Town of Addison and North Central Texas Council of Governments (NCTCOG), respectively in Phase I and Phase II of previous engineering studies. 2. Traffic Analysis a. Prepare preliminary
traffic signal design plans and specifications for Arapaho Road iptersections with Surveyor and Marsh Lane. Plans and specifications will be prepared using Town of Addison standards.
b. Review plans and specifications with Town of Addison and revise as necessary. Prepare final plans, specifications, 5 
construction estimates and contract documents for installation of traffic signals. 􀁾It " . c. Prepare signal timing plans for the two intersections based on projected traffic flows
and turning movements. D. Landscape Architecture and Aesthetic Treatments Areas for landscaping and aesthetic enhancement of Phase II of the Arapaho Road Extension Project, from Marsh
Lane to Surveyor Boulevard, is generally limited to the parkway between the right curb and . right-of-way line. A short length of median west of Surveyor is also available for landscaping.
The landscape improvements included herein shall respond to the Town's landscape ordinance and guidelines and critical visibility concerns shall be incorporated into the overall roadway
improvements.' . d , . . 􀁾􀀠􀁾􀁴􀁵􀁴􀁥elements and retaifting w!Ills, WiH be f'l'epmed fer-relliew alIEf '7 ctlon ofenhan' Town. L Landscape Schematic Design The schematic design will
be developed for Phase II and Phase ill of the Arapaho Road Extension Project from Marsh Lane to to Addison Road. a. The Landscape Architect will attend an initial programming meeting
with the Town of Addison to discuss the project requirements, and to acquire information from the Town required to develop the Schematic Landscape Master Plan. b. Based on initial programmatic
m4tings with the Town, proceed with site development concepts to develop a Schematic Landscape Master Plan. Schematic design plans will be drawn at a scale sufficient to explain design
intent. The drawings to be produced will be one rendered site plan and necessary cross sections and enlarged plans as required to explain design intent. c. Meet with the Town staff to
presenl the Schematic Landscape Master Plan and receive comments from Town for incorporation into the design development package. 2. Design Development 6 
The Design Development Package will be developed for Phase IT and Phase ill construction of the Arapaho Road Extension from Marsh Lane to Addison R0ill!. ? -. a. Based on the approved
Schematic Design, the Landscape Architect will prepare a Design Development Package. This Package will include the following: . • Materials Plan • Site Grading Plan • Site walls/entry
features • Hardscape/paving • Site lighting (location and fixture type only -circuiting by others) • Landscape Plan • Critical cross-sections Jt: This package will include an appropriate
level 􀁾􀁥􀁴􀁡􀁩􀁬􀀠to illustrate design character, intent, means, 􀁭􀁡􀁾􀁾􀁳􀀠and construction methods sufficient to further refine Probable Construction Cost. b. Prepare an Opinion
of Probable Construction Costs based on Design Development Drawings. c. Meet with the Town to review the Design Development Package and receive comments from Town staff for incorporation
into the construction document package. 3. Construction Documents The Construction Documents, based oj. the approved Design Development Package will be prepared for Phase IT construction
of the Arapaho Road Extension, from Marsh Lane to Surveyor Boulevard. a. The construction documents will include the following: • Layout and Materials Plan • Enlarged Intersection Layout
and Materials Plan, if required • • Grading Plan for the R.O.W. Improvements • Enlarged Intersection Grading Plan, if required • Planting Plan • Enlarged Intersection Planting Plan,
if required • Irrigation Plan 7 
• Enlarged Intersection Irrigation Plan, if required • Site Lighting (location and fixture type; circuiting by others) . • Details and sections at appropriate scales necessary to convey
the sizes, appearances, finishes, and colors of all pavements, walls, site furnishings, and light fixtures • Coordinate structural details and incorporate on plans to be approved by
structural b. Prepare Technical Specifications (CSI fonnat) describing all elements of the proposed work. c. Prepare a revised Opinion of Probably Construction Costs based on Design
Development Drawings. d. Meet with the Town to review the Construction Document Package and receive comments from Town staff for finalizing the construction document package. 4. Phase
IT Construction Bidding Services a. Prepare a list of qualified potential subcontractors who can 7 perfonn the work. b. Prepare addenda as may be required during the bidding or negotiating
process. c. Assist the Town in the evaluation and assessment of bids or negotiated proposals. d. Propose and/or evaluate value engiqeering and substitutions with respect to cost implications'
and effect on quality and/or scope of the work. 5. Midway Road Bridge Aesthetic Enhancement Study a. Prepare architectural treatment design plans, elevations, details and additional
drawings that illustrate urban deSign (aesthetic) treatments of structural elements within the project right-of-way. Plan, elevation, sectional and detail views will set typical shapes
and dimensions for the structural components, and will be suitable for development by final design Engineers of subsequent final engineering plans for all of the following roadway structures:
• Abutments 8 
• Retaining walls • Barriers, guardrails • Columns and Caps • Girders • Lighting These basic architectural concepts will be prepared and presented to the Town stafffor review. b. Prepare
preliminary material, color and product outline specifications for design treatments of each of the specific structural elements. c. Participate in a workshop with the Town of Addison
staff to discuss order of magnitude costs developed by HNTB for design treatments of bridge enhancements, and prepare refinements as necessary to achieve the desired aesthetic effects
within project budget guidelines. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject
to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the
Engineer for work performed. Compensation for performing Basic Services shall be on a, Lump Sum Basis as developed through man-hour estimates presented in Exhibit B and C. The Lump Sum
a:m4unt for Basic Services shall be $253,448.76. Compensation for Additiontd Services and expenses shall be made based on actual invoices received from subcontractors andior material
supplies incurring costs attributable to the project. The estimated fee for Additional Services for subconsultants is given in the attached Exhibits D, E, F and G. The maximum Additional
Services fee shall be $113,206.28. Engineer agrees to perform'the Basic and Additional Services to complete the project for a maximum total fee of $366,655. • SECTION 4. RESPONSmILITIES
Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the design, drawings, plans, specifications, estimates, and other services furnished
by Engineer under this Agreement. Engineer shall, 9 
without additional compensation, correct or review any errors or deficiencies that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other
services. Neither Owner's review, approval or acceptance of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights
under this Agreement or of any cause of action arising out of the performance of this Agreement, and Engineer shall be. and remain liable to Owner in accordance with applicable law for
all damages to Owner caused by Engineer's negligent performance of any of the services furnished under this Agreement. The rights and remedies of Owner under this Agreement are as provided
by law. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the
Owner's requirements. As time is of the essence for this Agreement, the services for Phase II construction shall be completed according to the schedule to be {) \r(IIf". established
upon receipt ofNotice-to-Proceed. VI In the event Engineer's performance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer may request an extension
of time for the performance ofsame as hereinafter provided. Ifsuch delay is in excess of 60 days on anyone occurrence or a cumulative delay of over 180 days, Engineer shall have the
right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially inhibits the Engineer from proceeding with his work on
the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and awaiting critical information to be supplied by Town or franchised utility companies.
l No allow;'!pce of any extension of time, for any cause whatever, shall be claimed or made bY the Engineer, unless Engineer shall have made written request upon Owner for such extension
within 14 calendar days after the cause for. such extension occurred, and unless Owner and Engineer have agreed in writing upon the allowance ofadditional time to be made. SECTION 6.
DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or work items, etc.) prepared
under this Agreement shall be submitted for approval ofthe Owner. All completed instruments of service shall be professionally sealed as may be required by law or by Owner. 10 
Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all instruments
of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work of Owner
other than that . specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees to protect, defend, indemnifY and hold harmless the Engineer,
their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or
damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability
on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to such other work except where Engineer participates in such other work. Engineer agrees to and does hereby grant to Owner a royalty-free
license to such instruments ofservice which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert
any rights or establish any claim under the design patent or copyright laws. Engineer, after completion of the project, agrees to furnish the originals of such instruments of service
to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written notice to the Engineer. In the event suspension or termination
is without cause, payment to Engineer, in accordance with the terms of this Agreement, will be made on the basis of services re'sonably determined by Owner.Jo be satisfactorily performed
to date of suspension or termination. Such 􀁰􀁡􀁾􀁮􀁴will be due upon delivery of all instruments of service to Owner. Should the Owner require a material modification of its contract
with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this· Agreement, Owner shall have the option of terminating this Agreement and the Engineer's
services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement, for the services reasonably determined by Owner to be properly
performed by theEngineer prior to such termination date. Engineer may terminate this Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform
in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt of the termination notice to cure or to submit a plan for cure acceptable to the 11

Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of time from the date of notice, Owner may terminate this Agreement as provided in
this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability Insurance for the protection of Engineer's employees, as required
by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance (including, but not limited to, insurance covering the operation
of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including death, suffered by any person or persons other
than employees of Engineer, and liability for damages to property, arising from or growing out of Engineer's operations in connection with the performance of this Agreement. Such insurance
covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred
Thousand Dollars ($300,000.00) for anyone (l) occurrence. Insurance covering damages to property shall be in the sum ofnot less Three Hundred Thousand Dollars ($300,00Q.00) aggregate.
Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of the performance of professional services under this
Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. A signed Certificate of Insurance, satisfactory to Owner, showing compliance with the requirements of this
Section, shall be furnished to Owner before any services are performed under this Agreement. Such Certificate of Insurance shall provide for ten (l0) 􀁤􀁾􀁳􀀠written notice to Owner
prl>r to the cancellation or 􀁭􀁯􀁤􀁩􀁾􀁴􀁩􀁯􀁮􀀠of any insurance referred to therein. Such Certificates shall terminatlfafter completion ofthe project. Owner shall be named as an "additional
insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further
specifically obligates itself to Owner in the fonowing respects, to wit: The Engineer hereby agrees to protect, inde:mnifY and hold harmless the Owner, their officers, agents, servants
and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from
and against costs and 12 
expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including
death, to any person or damage to property including, in part, the loss ofuse resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees,
servants, agents or subcontractors, or anyone else under .the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance
of any services called for by this Agreement. In the event one or more of the Indemnities is determined by a court of law to be jointly or derivatively negligent or liable for such damage
or injury, the Engineer shall be obligated to indemnifY Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining
such joint or derivative negligence or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction of the improvements covered under
this Agreement. Acceptance and approval of the final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees,
associates, agents and Engineers for the accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such approval be deemed
to be an assumption of such responsibility by the Owner for any defect in the designs, working drawings and specifications, or other documents and work; or other documents prepared by
Engineer, its employees, contractor, agents and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not
an agent of the Owner, and that Engineer is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relilve Owner of any responsibility or liability from
treating Engineer's employees as employees of Owner fol the purpose of keeping records, making reports or payments of 􀁕􀁮􀁥􀁭􀁰􀁬􀁯􀁾􀁥􀁮􀁴􀀠Compensation taxes or contributions. Engineer
further agrees to . indemnify and hold Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees ofEngineer. SECTION 11.
INDEMNIFICATION FOR NON-PAYMENT Engineer shall defend and indemnify Owner against and hold Owner and the premises harmless from any and all claims, suits or liens based upon or alleged
to be based upon the non-payment oflabor, tools, materials, equipment, supplies, transportation and management costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT
13 
Engineer shall not assign or sublet this Agreement, or any part thereof, without the prior written consent ofOwner. SECTION 13. APPUCABLE LAWS Engineer shall comply with all federal,
state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating or applicable to services to be performed under this Agreement. SECTION
14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the provisions ofthis Agreement as to the quality or character of the service
or time ofperformance, and the failure is not corrected within ten (10) days after written notice by Owner to Engineer, Owner may, at its sole discretion without prejudice to any other
right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration to Engineer 􀁥􀁾􀁣􀁥􀁰􀁴􀀠for all work determined by Owner to be satisfactorily
completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including reasonable salaries and travel 􀁾􀁰􀁥􀁮􀁳􀁥􀁳􀀠of Engineer to and from
meeting called by Owner at which Engineer is required to attend, but shall not include any loss of profit ofEngineer. In the event, of such termination, Owner may proceed to complete
the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others. In either event, the Engineer shall be liable for all costs in excess
of the total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may be due or that may t'ereafter become due 􀁾􀁴􀁯􀀠Engineer
under and by virtue ofthis Agreement. 1 • Owner may, without terminating this Agreement or taking over the services, furnish the necessary materials, equipment, supplies and/or help
necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default of this Agreement for delays in performance caused by acts of the Owner
or other circumstances beyond the reasonable control ofthe Engineer . • SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services
will be made by Engineer without a written agreement with Owner prior to the performance of such services. 
SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS This Agreement
contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements, or stipulation bearing upon the meaning or
effect of this Agreement which have not been incorporated herein. This Agreement may only be modified, amended, supplemented or waived by a written instrument executed by the parties
except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, <lemands and communications hereunder shall be in writing and may be served or delivered personally
upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page ofthis Agreement. Theaddress of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use ofsingular numbers shall include the plural conversely. 1N WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2000. OWNER: ENG1NEER: TOWN
OF ADDISON, TEXAS HNTB CORP<fATION 􀁾􀀠By "! By 􀁴􀀺􀀬􀀺􀀺􀀽􀀺􀀮􀀮􀀬􀀭􀀭􀀭􀀺􀀭􀀭􀁴􀁬􀀭􀀺􀀽􀀭􀀭􀀽􀀭􀀺􀀺􀀽􀀺􀁊􀀭􀁾Ron Whitehead, City Manager enjamin 5300 Beltline Road P.O. Box 144 Addison,
Texas 75001-0144 14114 Dallas Parkway, #630 Dallas, Texas 75240 Witness: Witness: 􀀶􀀱􀁵􀁾􀁤􀁾Director of Public Works Associate Vice P Central Division 15 
EXHIBIT A ARAPAHO ROAD EXTENSION MARSH LANE TO SURVEYOR BOULEVARD FEE PROPOSAL-MAY 4, 2000 Phase III -Rnal Design Phase IV -Bidding and Contract Award Phase V -Construction Basic Services
Job THle Hours Rate/Hour HNTB Project Manager 240 $53.00 $12,720.00 Assistant Project Manager 300 $44.00 $13,200.00 Project Engineers 392 $32.00 $12,544.00 Design Engineers 434 $23.00
$9,982.00 CADD Technicians 444 $22.00 $9,768.00 Clerical 184 $17.00 $3,128.00 Direct Labor Cost Phase III, Phase IV, and Phase V Basic Services $61,342.00 /Indirect Labor, O\lerhead
$94,638.44 /' HNTB Subtotal $155,980.44 \,q'L 􀁾Profit and Contingency $23,397.07 Out-of-Pocket Expense $4,250.00 HNTB Subtotal Fee, Basic Services $183,627.50 GBW See GBW Proposal $69,821.26
Basic Services Fee $253,448.76 Additional Services.. ! Surveying, See ARS Inc. Proposal $2,167.28 Geotechnical, .See TerraMar Proposal $5,785.00 . Traffic Engineering, See Jack Hatchell
Associates Proposal $14,500.00 Landscaping, See HNTB Proposal $90,754.00 Subtotal Fee, Additional Services $113,206.28 TOTAL FEE FOR SERVICES • $366,655 HNTB 5/4/00 
ARAPAHO ROAD EXTENSION PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS ENGINEERING SERVICES EXHIBITB GBW 76 V@y 86 􀁾􀀠(56􀁾􀀠116 􀁾28 .-/'t.;"f 􀁾H?v􀀼􀀱􀁾􀀴􀀠40
24 906 Sheet 1 of2 􀀮􀁾... A. Phase III -Design and Plans 1. Construction Drawings a. Cover Sheet b. Quantity Summary Sheets c. Removal Sheets d. Utility Relocations e. Construction
Sequence f. General Notes, Typical Sections g. Plan and Profile Sheets h. Paving, Sidewalk. Intersection. Misc Details I. Driveway Details, Spec Grading j. Striping Plans and Details
k. Drainage Area Map I. Stormwater Calculations m. Storm Drain Plan and Profile n. Storm Drain Details o. SW3P Plans p. SW3P Details q. Traffic Signal Plans, Details r. Roadway Lighting.
Details ..... s. Signing. Plans and DetailS t. Specs and Contract Documents u. Construction COst Estimates. v. Review Comment Revisions w. Bid Quantities 2. Building Demolition Plans
a. Cover Sheet b. Site Plan and Details c. Specifications and Contract Documents Subtotal Hours Number Project of Sheets Manager 1 3 1 2 2 1 5 3 1 3 1 1 2 1 2 1 6 3 3 􀁜􀁾􀁄􀁴􀁯􀀮􀀠1
1 0-Senior 􀁅􀁾􀁩􀁮􀁥􀁥􀁲􀀠.Y 8 8 12 4 4 4 8 4 40 8 _2.1􀁉􀁾􀁟􀁾􀁯􀀠4 4 156 Project Engineer 4 Y 8 4 8 40 20 16 8 16 ? @Q C@)' 24 L-.36,_ 4 24 348 Design Engineer /' 16 8 8 8 80 48 32
V 40 jj;> 16 320 Clerical 1 2 ' . 24 1 28 CADD 16 16 16 16 110 80 16 30 30 40 16 16 402 7 44 
Exhibit a Number Project Senior Project Design of Sheets Ma!J.ager Engineer Engineer Engineer CADD Clerical GBW 3. Project Management, Admin B. Phase IV Bidding and Contract Award p
60 30 60 1. Prepare Advertisement for Bidders 4 4 10 2. Print 25 Blueline Sets 01 Plans & Bid DocUrll,ents 3. Prepare Addenda & Respond to Bidder's Questions 􀁾􀁖􀀠2 32 20 30 10 40 4.
Prepare Bid Tabulation 2 8 4 16 5. Recommend 􀁾􀁯the Town of Addison 4 8 C. Phase V • Construe on 1. Provide 3 Full-size Blueline Sets-Town & Contractor 4 2. Review Submittals 20 16
44 3. Prepare Mylar Record Drawings 16 16 84 8 8 Total Hours Labor Rates -. 240 $53 300 $44 392 $32 ::1 444 $22 I 184 $17 966 JDirect Labor Cost -$12,720 $13,200 $12,544 $9,982 I $9,768
$3,128 $22,878 ..... 􀁾􀀬􀀸􀀧􀀱􀁄􀀠eyv'l 􀁴􀀧􀁾􀀠• 􀀢􀁌􀁾􀀠􀁾􀀧􀀱􀀱􀀮􀀮􀁄􀀠Sheet 2 of 2 
EXHIBITC Arapaho Road Extension Final Design of Phase 2 Marsh Lane to Surveyor Boulevard (GBW Engineers, Inc.) TASK ASSistant Project Manager Project Engineer Design Technician CADD
Operator Clerical TOTAL 1. Project Meetings 2. Utility Coordination 3. Drainage Plan/Profiles 4. Drainage Calculations 5. Drainage Area Map 6. Utility Relocations 7. Construction Sequence/Traffic
Control 32 4 4 8 4 4 4 16 16 8 16 16 16 16 8 8 16 24 80 (W-40 40 8 􀁾􀁾􀀠1 -'? 32 28 116 56./􀀶􀀰􀁾􀀠76 124 8. Striping 2 8 16 􀁾􀀠86 9. Storm Water Pollution Prevention Plan 4 8 12
80 10410. Traffic Signal Drafting 4 100 104 11. DetailS 4 12 16 40 72 12. Bid Quantities 4 8 24 8 44 13. Bid Documents and Specifications 24 16 40 14. Optlnion of Probable Cost 4 16
4 24 Tolal Hours Hourly Rate Direct Labor Cost 106 $45 $4.770 124 $41 $5,084 156 $24 $3,744 544 $16 $8,704 36 $16 $576 966 $22,878 􀁾􀀬􀀠-' I-Direct Labor Cost $22.878.00 Indirect Labor.
Overhead $35.662.23 Subtotal $58,540.23 Profit and Contingency $8,781.03 Direct Expense $2.500.00 TOTAL FEE (Basic Services) $69,821.26 􀁾􀀠"'! 
03/16/00 4:58PMj#9S5; Page 1/2ent 􀁢􀁙􀁾􀀠ARS ENGINEERS INC 2147508823j eXHIBIT 0lARSJ CMI Engineering • Planning • Surveying March 16. 2000 Mr. Dan Becker, P.ll. HNTB,loe. 14114 Dallas
Parkway, Suite 630 Dallas, Texas 75240-4381 (972) 661-5626 RE: Arapaho Road Extension Professional Surveying Services Prepare New Parcel Plat and Description ARS Reference No. 160-96-048
Dear Mr. Becker: ARS Engineers, Inc. is pleased to submit the following fee proposal for providing professional surveying services for the above referenced project, as fullows: l. Research
public records to determine current owner and obtain necessary document copies. 2. Prepare Parcel PIa! and description.. 3. Surveys to set new parcel comers. 4. Deliver three (3) each
Pial and Description, with original signatures in blue ink. 1. ARS proposes 􀁮􀁯􀁾exceed fee ofTwo Thousand One: Hundred Sixly Sevell and 281100 Dollars ($2,167.28). . 1 Ifthere are
any questions, please feel free to call me or·Mr. Boyd Jones, at (214) 739-3152. Sincerely, AraO.)t· p:..􀁾􀀠Ayub R. Sandhu, P.E., R.P.L.S. President Consuiling Engineers 5910 N. Central
Expressway. Sulle /000' Dallas. Texas 75206-5142' Phone (214) 739·3152' Fa.l (2/4) 750·88]) 􀁥􀁾􀁭􀁑􀁩􀁉􀀺􀀠ma/J@arsengrs.com • website: www.orsengrs.com 
03/16/00 4:58PMj#965; Page 2/2!nt bY:" ARS ENGINEERS INC 2147506623; ".. .: " '-. 􀀭􀁾􀀠RIGHT-OF-WAY Arapaho Road Extension -Parcel-.HNTB DIRECT DIRECT 􀀽􀀽􀀽􀀢􀀢􀀻􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁲􀁶􀀱􀁁􀁎�
�􀁏􀁕􀁒􀀤􀀧􀀻􀀻􀀺􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁉􀁉􀁉􀁉􀀽􀀽􀀻􀀽􀁾􀀽􀀽􀀠lABOR LABOR,+ TASK lABOR DESCRIPTION A B C D E F G Ii TOTAL COST OHCOST SUB-COOE 48.00 33,00 211,00 24.00 􀁾􀀵􀀮􀀰􀀰􀀠15.00 ,
􀀱􀁾􀀮􀀰􀀰􀀠18.00 HOURS (OlC) (QlCx 1.2) 130 1 Research Publlc: Oocumo&nbJ 1 4 5 145.00 319,00 2 Calculate and Prepare Parcel Plat 􀁾􀀠4 6 152,00 334.40 and Oescrlplioo J DC -review
an work 1 2 2 5 137.00 301.40 " F'teId sel new corners 4 4 4 12 200.00 440.00 5 Took supe!VlsIoI1 and admlnlstra!lon 2 65.00 145.30J. 6 7 8 9 10 11 12 Prepam OgHvtm;blss 13 Parcel maps
and Oescrlpllon$ 2 2 48.00 105.BO 14 Electronk: files 2 2 48.00 10560 -_._---------------.-----------------RIGHT-OF-WAY -ARS 8 10 4 4 700.00 1,751.20 ARS ENGINEERS -TOTAl-lABOR COSTS
1.751.20 ARS ENGINEERS -DIRECT COSTS tAIlOR CATEGORl5S: A = PRINCIPAL. B: PROJECT MANAGERlRPlS Ptirtlfng and ReprcdlJct!Qn 35.00 C. SENIOR SURVEY,ECH T ... vel mileage: 120 mL 38.40
D = SURVEY TECH PostlagelCGrtffi&d LetleT$ iliA E= PARTYCHIEF Mal"Oeed Copies 25.00 F= INSTRUMENTMAN Deliv"'Y1Cwr1er Services ($15100) :\C.OO G= ROOMAN Mise. Field ex petiteS 15.00 Ii
= ADMINISTRATIVE ASSISTANT TOTAl. DIRECT COSTS -ARS 15340 FIXED FEE : 15.0% -4 . TOTAl. FEE FUNCTION 130: "! $2.1117.28 • 00I1Ei12000 
EXHIBIT E Consulting Engineers· Geotechnical-Environmental· Constructron Materials Testing DALlAS' fORT WORTH • HOUSTOII • AUSTill' LOHGVlEW April 11, 2000 Mr. Dan Becker, P.E. HNTB
14114 Dallas Parkway, Suite 630 Dallas, Texas 75240 Phone: 972-661-5626 Fax: 972-661-5614 Re: Proposal for Geotechnical SelVices Arapaho Road Extension Addison, Texas TMI Proposal No.
POO-1553DE Dear Mr. Becker: We are pleased to submit this proposal to provide geotechnical selVices for the above referenced project. This proposal includes a description of the project,
and our proposed scope of selVices, project schedule, and budget. PROJECT DESCRIPTION The project will consist of extending Arapaho Road from Marsh Lane east approximately 2,500 feet
to SUlVeyor Boulevard in the Town of Addison, Texas. Cuts and fills up to about 6 feet are anticipated for the roadway alignment. A box culvert is anticipated near Sta. 30+50 west of
SUlVeyor Boulevard. SCOPE OF SERVICES l Our selVices 􀁾􀁲􀀠this project will include a field investigation, laboratory testing and engineering analysis in o1'&r to develop recommendations
to guide design and construction of the Arapaho Road extension. A description of our proposed scope of selVices is presented below. Field Investigation We propose to drill six borings
for this project. The borings will be drilled and sampled to a depth of 10 feet or two feet into gray limestone, whichever is shallower. The bori[lgs will be continuously sampled using
either thin-walled Shelby tubes for cohesive soils or a split-barrel sampler for granular soils, in conjunction with Standard Penetration Tests. The samples will be properly logged,
packaged, sealed, and placed in core boxes for transportation to the laboratory. The drill crew foreman will record the depth that seepage water is 􀁥􀁮􀁣􀁯􀁵􀁮􀁴􀁥􀁲􀁥􀀱􀁾􀀡􀁾􀀧􀁾􀁊􀀺􀁾􀁔􀁉􀀧􀁬􀀠Wat
er level readings will also be obtained from each boring at drilling completion. oreho es .,=> l!JJ; APR 13 2000It 11050 Able. Lane, Dallas, lex.,. 75229, Phone: (972) 488·8800, Fox:
{9721488.aoao\ HNTB 􀁃􀁏􀁒􀁐􀁏􀁅􀁒􀁘􀂷􀁯􀀬􀀺􀁲􀁾􀁏􀁎􀀠. DALLAS, T 􀁾􀀯􀁟􀀧􀀺􀀺􀀮􀀠_._ 
IERRA-MAR Mr. Dan Becker, P.E. HNTB TMI Proposal POO-1553DE April 11, 2000 Page 2 will be backfilled with auger cuttings after the water level readings are obtained. Any boreholes through
the existing pavement section will be patched with Portland Cement concrete. A representative of Terra-Mar, Inc will stake the boring locations. The borings will be located in the field
by measuring with respect to the existing staked roadway centerline. Determining the ground surface elevation at the boring locations is not within our authorized scope of service. We
assume that the client has the right-of-entry to the property and that the boring locations will be accessible to our conventional truck-mounted drilling equipment during normal working
days. We have also assumed that traffic control will not be required to complete the borings except for cones and signs to block off traffic while drilling. The drilling operations will
proceed in a manner that will reduce the potential of damage to underground utilities. We request that we be provided with any information regarding any existing underground utilities
on-site prior to beginning the fieldwork. We will coordinate underground utility line clearance with the Texas Excavation Safety System and the Town of Addison. However, we will not
be responsible for damage to underground utility lines that are not properly identified by others prior to mobilization of drilling equipment to the site. Laboratory Testing The project
geotechnical engineer will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate
the pertinent engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, pressure swell, and calibrated penetrometer
tests. Lime series tests will be performed to determine the optimum lime content for SU?rade stabilization. Engineering 􀁾􀁡􀁬􀁹􀁳􀁥􀁳􀀠and Report ... The results ofthe field investigatiori
and laboratory test programs will be evaluated to provide recommendations for design and construction of the pavement. The results of the investigation will be presented in an engineering
report. Three copies of the report will be submitted. The report will include the following: 1. Logs of boring, laboratory test results, borehole water level observations, and a plan
of 􀁾􀁾􀁾􀀠. 2. Recommendations for pavement subgrade preparation and potential vertical rise (PVR) estimates. 3. Recommendations for pavement concrete pavement sections based upon traffic
loading information provided by others. 
IEiIRA-MAR Mr. Dan Becker, P.E. HNTB TMI Proposal POO-1SS3DE April 11, 2000 Page 3 4. Recommendations for design of retaining walls to include lateral earth pressures, drainage requirements,
allowable retaining wall footing bearing resistance, and retaining wall footing sliding resistance. 5. Recommendations for design of a box culvert. 6. Discussion of the presence of groundwater
and the impact of groundwater on the pavement design. PROJECT SCHEDULE AND BUDGET We propose to initiate the investigation within five working days after receiving notice to proceed.
Field operations will require one day to complete, following clearing of the boring locations for underground and overhead utilities. The laboratory testing program will require approximately
five days to complete. The engineering report will be finalized within ten working days after the laboratory testing is completed. Preliminary results may be available if desired during
the course of investigation. We propose to provide the above-described scope of services for a lump sum fee of $5,785. Any additional services not included in our proposed scope will
be invoiced on a time and materials basis in accordance with our standard schedule of fees. CLOSURE We appreciate the opportunity to be of assistance on this project. Should you have
any questions, please call. Sincerely, -04 TERRA·MAR INC. 􀁾􀁾􀁾􀀠Roger K. So . rth, P.E. 􀁾􀁾􀁢􀁲􀁮􀁭􀀧􀀮􀁾􀀠Manager, Geotechnical Services 
Arapaho Road Extension Final Design 01 Phase 2 Marsh lane to Surveyor Boulevard (Jack Hatchell &Associates) _ 􀀾􀁜􀁾􀁦􀁜􀁁􀁉􀁉􀀢􀁾􀀠􀀱􀀱􀁴􀀵􀀧􀁾􀀨􀀻􀀧􀀠-?TASK FEE 1. Preliminary Design
2. Final Design 3. Timing Plans-includes all traffic/tuming movements TOTAL $6,000$4,500 $4,000 $14,500 1. • 
ARAPAHO ROAD EXTENSION EXHIBITG PHASE II CONSTRUCTION MARSH LANE TO SURVEYOR BOULEVARD ESTIMATE OF MANHOURS LANDSCAPE ARCHITECTURAL SERVICES _ and Architectural Treatments 1. Landscaping
Master Plan a. Initial Programming Meeting b. Schematic Master Plan a. Prepare Construction Drawings b. Technical SpeCifications c. Construction Cost Estimate of ...... Roll Dwg 10 8
16 16 6 40 80 8 4 32 qp 120 16 4 8 4 12 156 336 40 16 -1---.-:Shee@of2 I 
EXHIBlTG a. Prepare List of Subcontractors -1, 8 b. Prepare Bid Addenda c. Evaluation of Bids 1--."l, d. & Revisions 1 16 . ' 16 56 16 48 136 ....... • Sheet 2 of 2 
• ,/. , ••C.'! " , INl'ERLOCAL AGREEMENT BY AND BEIWEEN THE TOWN OF ADDISON AND TEXAS TURNPIKE AUTHORITY (Dallas North Tollway and Addis,on Airport Toll Tunnel) 
􀀬􀀭􀀻􀀬􀁾􀁲􀁾􀀬􀁾􀀧􀀮􀀠----.-.,....-,/'Wi t ' 'truet'Dc'+1)rCdn. '(_' 'j*,.O* f -lir Xl thee r $Y5Z''-" dwt_JJ't1inz ' ! /! /iI, values or awards descnbed above, the Authority shall
promptly deposit the appraised , values or the special commissioners award, as the case may be, and such deposit shall, to the extent of the deposit, satisfy the Authority's obligation
under Subsection IT.C.(2.) to pay to Addison a corresponding portion of the Retained Award; the Authority shall have no obligation to deposit or otherwise become obligated for sums in
excess of the Retained Award. In any proceeding of the type descnbed in this Subsection IT.H.(2.), the Authority shall not be permitted to accept or offer any " settlement, or to file
any action or appeal, without the written authorization of " Addison: . The Authority and its counsei shall permit Addison and its counsel to fully participate in and support any such
eminent domain action. The outcome of any such proceeding, including the amount of any resulting award award or settlement, shall not modify or abrogate the, obligations cif the parties
under this Agreement or increase or dimini$h the Award. The Authority and Addison acknowledge and agree that the Authority, at its option, may include at any time Addison as a property
owner whose interest is being acquired under the Authority's eminent domain action(s), and that none of the provisions of this Agreement shall be abrogated, modified or affected .,:1
!: ,thereby. i;" I1; I. The AranahoRoad Extension. Addison currently intends to upgrade and extend Arapaho Road (the "Arapaho Road Extension''). It is anticipated that the Arapaho I
Road Extension will be generally constructed in the following three 􀁾􀀳􀀩􀀠phases: J , I 􀁾􀀠i,l ,I; '-f :1 IPhlBe I: Upgrade Arapaho Road for the entire length of its existing , ,
alignment, terminating at Addison Road. Phase I is projected to open to traffic on , December 31, 1997. Phase IT: Extend Arapaho Road along a new alignment from its existing , . junction
at Addison Road to Midway Road. Phase IT is projected to open io traffic on January 1, 2000. -17
Phase m: Extend Arapaho Road along a new alignment from its junction with Midway Road to Marsh Lane. Phase m is projected to open to traffic 01). January 1, 2003. ! ' The planned alignment
of the Arapaho Road Extension is indicated on Exhlbit H attached .1 hereto. I . Addison agrees that, at least sixty (60) days before it inteDds to solicit construction , I j: bids for
either Pliase U or Phase mof the Arapaho Road Extension, it will provide written notice to the AuthOrity of such intent. Thereafter, the Authority shall have an opportunity .} .. to
review the effect, if any, that ,the proposed Phase n or Phase mconstruction will have on the Toll Tunnel. Ifthe Authority, based upon its review, reasonably and in gOOd faith concludes
that the construction ofPhase II or Phase m. as applicable, of the Arapaho Road Extension will have a maierially adverse effect upOn the'financial performance of the Toll Tunnel (e.g.,
the Phase II or Phase m construction would have a reasonable likelihOOd of causing a deterioration in the financial performance of the Toll Tunnel that will resUJt in revenues, from
the operation of the Toll Tunnel becoming insufficient to satisfy corresponding debt service, operating and maintenance costs, and reserve and similar requirements under the applicable
trust agreement), the Authority may, not less than,fifteen (15) days prior to the proposed date for the solicitation of bids, request in writing to Addison that the proposed solicitation
and construction be postponed. Such request shall· be accompanied by all of the evidence considered by the Authority in ;aching its conclusion. Upon receiving !!fch evidence, Addison
shalJ review the same and give .it significant weight ," n in making its final determination as to whether or not to proceed with the Phase U or Phase mconstruction. The determination
to proceed with the 􀁐􀁨􀁾􀁥􀀠II or Phase mconstruction shall be at Addison's sole discretion. ,J. Operational and Maintenance Rights and Responsibilities. Except as otherwil!e provided
in this Section IU. and in Section ILK. below, the Authority agrees to construct, operate, maintain, and reguJate, all at Its sole expense, the Toll Tunnel from its -18 
May 14,2001 MEMORANDUM " To: Chris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Steve Chutchian, P.E., Assistant City Engineer Cc: Jim Pierce,
P.E., Assistant Director ofPublic Works Subject: Arapaho Road, Phase III Proposal for Professional Services for Temporary Construction Easements Staffis cnrrently negotiating an agreement
with the firm ofHNTB Corporation fur engineeriug serVices related to the design ofthe third phase ofArapaho Road, from Surveyor Blvd. to Addison Road. This phase will include extensive
right-of-way and temporary construction easement acquisition efforts by the Town. As part ofa previous agreement with this :firm, right-of-way descriptions and associated maps were prepared
in 1999. However, various legal transactions by property owners have created the need to perform supplemental research ofownership and revise descriptions and maps accordingly. The attached
proposal, in an amount not to exceed $44,977.00, provides the fullowing services related to this project: a. Update property ownership on existing right-of-way parcels. b. Prepare parcel
plats and descriptions for fifteen (15) teII)Porary construction easements. .l c. ierform design associated with preparation ofthe parcel plats and aescriptions, including: I. Determination
ofhorizontal and vertical aligiunent. 2. Determination ofoptimum cross-section 3. Performing toe-o f-slope analysis. This proposal will permit staffto accelerate the process ofacquiring
right-of-way and temporary construction easements for the proposed Arapaho Road, Phase III improvements. 􀀬􀁾􀀠" " 
, Funding fur the supplemental engineering services is included in the Year 2000 General Obligation Bond Program. It is reconunended that the Council approve a proposal from HNTB Corporation,
in an amount not to exceed $44,977.00, for Professional Services related to preparation of Temporary Construction Easements on the proposed Arapaho Road, Phase illproject. 
• AGREEMENT TInS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer
to perform certain work and services set forth in Section 2, Scope ofServices. WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter referred
to only as "services", specified in said Scope of Services, and enumerated under Section 2 ofthis Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES
The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design
ofArapaho Road from Surveyor Boulevard to Addison Road. I. Project Definition This project consists updating -property ownerships, preparing parcel plats anddescriptions for fifteen
(15) temporary constroction easements, and submitting three (3) plats and description for each along Arapaho Road Phase III from Surveyor Boulevard to Addison Road (the Project). The
project will be a 4-lane reinforced concrete roadway, with turn lanes at Surveyor Boulevard and Addison Road. A grade separated intersection will be provided at Midway Road. Engineering
design services will be necessary in order to establish the limits of the temporary constroction easements and slope easements along the roadway corridor. This will inclUde the examination
of the horizonjal alignment, vertical alignment, and typical section in order to minimize the easefnent areas required. -4 II. DetailetPScope ofBasic Services -_ The 􀁦􀁾􀁬􀀱􀁯􀁷􀁩􀁮􀁧􀀠servic.!s
Will be included in the 􀁳􀁾􀁰􀁥􀀠ofthis contract. _ It shoiild be noted -that this scope is for the development of preliniinary -engineering alignments and cross-sections to base sound
engineering judgements concerning the limits of the constroction along the project in order to set boundaries for temporary constroction limits. This contract does not include 􀁴􀁾􀁾􀁥􀀠design
of the roadway. The roadway design will be negotiated under a separate scope and fee. .... . , 1 
.. "';. " . ." ... '. . .,: .. . " , 􀀧􀁾..'. ,.' ." ::.': -.".--. ',,;'A. , , Surveying 1. Update property ownership. 2. 􀁰􀁦􀁥􀁰􀁡􀁲􀁾􀀠parcel plats and de$criptionsfor 􀁦􀁩􀁦􀁴􀁥􀁥􀁾􀀠(15)
teniporary construction easements. .3. Project management and administration . 4. Three (3) each plat and description signed with blue ink and electronic files. B. Design -, Alignments,
Cross-section, Toe-or-Slope analysis 1. Import ground survey data into aerial topo and merge in InRoads. 2. Develop breaklines for "eidsting ground surface. 3. Generate Digital Terrain
Model and contours. 4. Field verification ofDigital Terrain Model. 5. Review horizontal and vertical aligimlents ofschematic design. 6. ReviselUpdate graphical aligmnents into InRoads
design software. 7. Construct typical section templates. 7.1. Mainlanes only with median 7.2. Mainlanes only without medians 1 7.3. Mainlanes with turning lanes 8. 'Model 􀁴􀁾􀁰􀁬􀁡􀁴􀁥􀁳􀁩􀁬􀁬􀁯􀁮􀁧
􀀠horizontal ariclvertical aligrun,ents. ' " -. . ". . .." .. . , ".,' 9. Plot cross-sections to determine areas where toe-of-slopes will require temporary construction easements. •
10. Modify vertical aligmnent in areas where improvements can be made to the toe-of-slopes. 11. Re-model templates along new vertical aligmnent. 12. Continue refinement process to obtain
optimum profile. 2 
13. Establishment of temporary construction easement limits at· driveways and slope easenients. . :.. 14. Prepare Temporary Construction Easementsexluoits for surveyor ... IS. Meet 􀁾􀁴􀁨Town
to review cross sections iilld TCE's.. SEC110N3. 􀁐􀁁􀁾􀁎􀁔􀀠Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described,
subject to additions or deletions for changes or extras agreed upon in writing. . Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted
by the Engineer for work performed. Compensation for performing Services shall 􀁢􀁾􀀮on an actual cost basis with a fee not to exceed $44,977.00. An estimate ofthe maximum fee is presented
in Exluoit A attached hereto. SECTION 4. RESPONSmILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the desigil, drawings,
planS, specifications, estimates, and other services furirished by Engineer under this Agreetnent. Engineer shall, without additional: compensation, correct or review any errors or deficiencies
that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of; nor payment for,
any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance
of this Agreement, and Engineer shall be and remain liable to Owner jn accordance with applicable law for all damages to Owner caused by Engineer's 􀁮􀁥􀁧􀁬􀁾􀁥􀁮􀁴􀀠performance of any
ofthe servi::es furnished under this Agreement. : The rights and remedies of-Owner under this Agreement ,are as provided by law. . .' -. .' .' ,. . ".. ,,' , .. SECtiON 5. TOO FOR PERFORMANCE
Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional marmer in accordance with the Owner's requirements. As time is of the
essence for this Agreement, the services for Phase ill right-or-way shall be completed within 2 months ofNotice-to-Proceed. In the event Engineer's performance of this Agreement is delayed
or interfered with by 􀀮􀁾􀁣􀁴􀁳􀀠of the Owner or others, Engineer may request an extension of time for the performance ofsame as hereinafter provided. Ifsuch delay is in excess of60
days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event
caused 3 
by others that substantially inhibits the Engineer from proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and
awaiting critical information to be supplied by Town or franchised utility companies. No allowance ofany extension oftime, for any cause whatever, shall be claimed or made by the Engineer,
unless Engineer shall have made written request upon Owner for such extension within 14calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed
in writing upon the allowance of additional time to be made. SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations,
computer files, estimates, surveys, other data or work items, etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall
be professionally sealed as may be required by law or by Owner. Such instruments of service, together with 'Lecessary supporting documents, shall be delivered to Owner, and Owner shall
have unlimited rights, for the benefit of Owner, in all instruments of service, including the right to use sameon any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any wQrk of Owner other than that specified in the Scope ofServices,
defined in Section 2, under those circumstances Owner hereby agrees to protect, defend, indernni:ty and hold harmleSS the Engineer, their officers, agents, servants and employees (hereinafter
individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses,
including, in part, attomey fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any
person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such use ofsuch instruments of service with respect to such other work
except where Engineer participates in such other work. Engineer agrees to and does hereby grant to Owner a royalty.j:ee license to such instruments o.fservice which Engineer may cover
by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert any . rights or establish any claim .under the design patent or
copyright laws. Engineer, after cornpletionofthe project, agrees to funushtheoriginals ofsucl1 iris.truments ofservice to the Owner. Engineer may, however, retain copies of any and all
documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason. •SECTION 7. TERMINATION Owner may suspend or terminate this Agreement
for cause or without cause at any time by giving written notice to the Engineer. In the event suspension or termination is without cause, payment to Engineer, in accordance with the
terms ofthis Agreement, will 1:,e made on the basis of services reasonably detennined by Owner to be satisfactorily performed to date ofsuspension or termination. Such payment will be
due upon delivery ofall instruments ofservice to Owner. 4 
Should the Owner require a material modification of its contract with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall
have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement,
for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. . Engineer may terminate this Agreement upon written notice to
Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt of the termination
notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of time from the date
of notice, Owner may terminate this Agreement as provided in this Section 7. SECTION 8. INSURANCE INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance
(including, but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries,
including death, suffered by any person or persons other than employees ofEngineer, and liability for damages to property, arising from or growing out of Engineer's· operations in connection
with the performance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00)
for one (I) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (I) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability hf>urance coverage to protect Engineer from liability arising out of
the performance of.Jirofessional services under this 􀁁􀁾􀁥􀁭􀁥􀁮􀁴􀀮􀀠Such coverage shall be in the sum ofnot less than $1,000,000.00. 1 . A signed Certificate of Insurance, satisfactory
to Owner, showing compliance with the requirements of this Section, shall be fuinisi;ledto Owner before any services are. performed under this Agreement. Such Certificate ofInsUraiice
shall proVide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such. Certificates shall terminate after completion
of the project. •Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFlCATION
FOR INJURY AND PERFORMANCE ":Engineer further specifically obligates itselfto Owner in the following respects, to wit: 5 
The Engineer hereby agrees to protect, indemnifY and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as
"Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental
to the defense of such suits, actions, claims, losses, damages or liability on account ofinjury, disease, sickness, including death, to any person or damage to property including, in
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission ofthe Engineer, its officers, employees, servants, agents or subcontractors, or anyone else
under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance of any services called for by this Agreement.
In the event one or more of the Indemnities is determined by a court of law to be jointly or derivatively negligent or liable for such damage or injury, the Engineer shall be obligated
to indemnifY Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction ofthe improvements covered under this Agreement. -.Acceptance and
approval of the final plans by the Owner shall not constitute nor be deemed a release of tbis responsibility and liability of Engineer, its employees, associates, 􀁡􀁧􀁥􀁮􀁴􀁾􀀠and Engineers
for the accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such . approval be deemed to be an assumption of such responsibility
by the Owner for any . defect in the designs, working drawings and specifications, or other documents and work; . or other documents prepared by Engineer, its employees, contractor,
agents and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer
is subject, as an employer, to all applicable UnemploFent Compensation Statutes, so as to relieve Owner ofany responsibility or liability froll treating Engineer's employees 􀁾􀁭􀁰􀁬􀁯􀁹􀁥􀁥􀁳ofOwner
for the putpose ofkeeping records, making reports or payments of"!unemployment Compensation taxes or contributions. Engineer further , agrees to indemnifY and hold Owner harmless, and
􀁾􀁢􀁵􀁲􀁳􀁥􀀠it for ,any eXPenses or . liability lncmed ,under said Statutes in connection with employees ofEngineer. . SECTION 11. INDEMNIFICATION FOR NON-PAYMENT . , Engineer shall
defend and indemnifY Owner against and hold Owner and the premises harmless from any and all claims, suits or liens based upon or alleged to ,be based upon the non-payment of labor,
tools, materials, equipment, supplies, transportation and management costs incurred byEngineer in performing tbis Agreement. SECTION 12. ASSIGNMENT ':'Engineer shall not assign or sublet
tbis Agreement, or any part thereof, without the prior written consent ofOwner. 6 
SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating
or applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the
provisions of this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner
to Engineer, Owner may, at its sole discretion without prejudice to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration
to Engineer except for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including
reasonable salaries and travel expenses of Engineer to and from meeting called by Owner at which Engineer is required to attend, by! shall not include any loss of profit of Engineer.
In the event, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others.
In either event, the Engineer shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs
so incurred may be due or that may thereafter become due to Engineer under and by virtue ofthis Agreement. • Owner may, without terminating this Agreement or taking over the services,
furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default of this
Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable control of the Engineer. SECTION If. ADJUSTMENTS IN SERVICES No claims for"
extra services, additional services or change in the services will be made by .. Engineer without.a written. agreement with .Owner prior· to the performance of.such . services. SECTION
16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS This Agreement contains
the entire understanding of the parties with respect to the ..... "Subject matter hereof and there are no oral understandings, statements, or stipulation bearing upon the meaning or
effect ofthis Agreement, which have not been incorporated 7 
herein. This Agreement may only be modified, amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18.
WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party
to whom intended at the address set forth on the signature page of this Agreement. The address ofa party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND
NUMBER The use ofany gender in this Agreement shall be applicable to all genders, and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties
hereto have executed this Agreement on this the day of ,2001. OWNER: ENGINEER: TOWN OF ADDISON, TEXAS HNTB CORPORATION By Ron Whitehead, City Manager 5300 Belt1ine Road P.O. Box 144
Central Di IOn Addison, Texas 75001-0144 14114 Dallas Parkway, #630 Dallas, Texas 75240 Witness: Witness: Witness: Benj Vice Presid t .... 8 
. ', ..' • EXHIBIT A ARAPAHO ROAD EXTENSION· PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL FOR RIGHT OF WAY· MAY 2001 Basic Services Final Design Paving, Drainage, and Utilities
Indirect Labor, Overhead -.. HNTB Engineering Subtotal Profit and Contingency Out-of-Pocket Expense HNTB Subtotal Fee, Basic ServiCes ARS See ARS Proposal Basic Services Fee '''''If
􀀮􀁾􀀠, . $11,030 $16,975 $28,005 $4,201 $200 $32,406 $12,571 $44,977 • Pb3-ROW.fee.x1s 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS PRELIMINARY DESIGN· DTM, AlIGNMENTS, TEMPLATES,CROSS-SECnONS, AND TCE'S B. UpdafelRevise graphical
alignments In InRoads software 2 8 C. Construct templates 16 16 D. Model templates along horlzontal and vertical alignments 24 40 E. Plot cross-sections and examine Ioe-of-slopes F.
Modify vertical alignment G. Re-model templates along alignments H. Establish TCE limits at driveways and slopes 1. Meetwilh Town to review crciss-seclions and TCE's J. Prepare exhibits
for surveyor ,K. QAJQC A Review and approve sutioorisuiliant invoicing B. Review TCE and Property Map submittals C. Attend Meelings with Town ...􀁾􀀮􀀠4 4 4 4. 4 8 4 4 8 4 16 4 ,12 4
2 2 4 8 16 2 16 2 I'tCl/2wWt( ) /2c((Af?[)i4-'tf 􀀮􀁾􀀠THE 􀁐􀁉􀁆􀁆􀁅􀁒􀁥􀁾􀁔􀀠Ht'VKty 1 m Ies; f3T/7 }3t...1S1-/e p I'V 7fIe 2. A /31l"'/Jtj; fi? j), I! IffZ e-C "1 C''''-p. . 􀁔􀁦􀁉􀀯􀁴􀁾􀀠Ph3-ROW·
Fee.x1s 
ARAPAHO ROAD EXTENSION PHASE 1/1 SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS TEMPORARY CONSlRUCTlON EASEMENTS· ARS ENGINEERS, INC. Expenses MapJDeed Copies Mileage " , ,..,

, . May 14, 2001 MEMORANDUM To: Chris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Steve Chutchian, P .E., Assistant City Engineer $% 0:: Jim
Pierce, P .E., Assistant Director ofPublic Works Subject: Arapaho Road, Phase II Proposal for Supplemental Engineering Services ....... During staffreview ofthe ongoing final design
ofArapaho Road, Phase II, from Marsh Lane to Surveyor Blvd., it was determined that the construction ofa deceleration lane along the east side ofMarsh Lane will enhance traffic movement
onto the proposed eastbound lanes ofArapaho Road. The improvements will include 􀁾􀁬􀁯􀁣􀁡􀁴􀁩􀁯􀁮and ad· signaJiVltion, utilities, sidewalks and drive ap roaches. In addition, it ces
to prepare a n -0 -way and temporary co C Ion easement documents. are t, e firm 0 rporatlon prepared the attached SUPPlemental engineeDiig agreement, in the amount ofS19,!}j9.66.Funding
for the supplemental engineering services is included in the Year 2000 General Obligation Bond Program. It is recommended that the Council approve a proposal from HNTI) Corporation,
in the amount of$19,959.00, for supplemental engineering services reIat.l1 to the Arapaho Road, 􀁐􀁾II project . .", . .. 
J4JJ4 D.11J.asI : 􀁉􀂷􀁾􀀠i·i =JARCHITECTS ENGINEERS PLANNERS Parkwoy. Suite 6JQ EMJIas,T_ May 11,2001 752404$81 (972) 661·$626 FAX (972) 661-5614 WWU!h1l1b.rom Town ofAddison 16801
Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steven Z. Chutchian, P.E. ARAPAHO ROAD EXTENSION; MARSH LANE TO SURVEYOR BOULEVARD Supplemental Agreement No.3 Dear
Mr. Chutchian: Attached is an updated fee proposal for the referenced Supplemental Agreement. This Supplement is for additional engineering semces for a right-turn bay on Marsh Lane.
This update is in response to Jim Pierce's markups and your comments during our meeting on May 7, 2001. We hope this fee estimate is acceptable to the Town of Addison. If so, this letter
may serve as Supplemental Agreement No.3, with your return ofa copy bearing signature of acceptance in the space provided. Very truly yours, HNTB CORPORATION 􀁾􀀠enjamin . Biller, d
Vice President, Central Division BJB/dsl Enclosure ACCEPTED:· TOWN OF ADDISON By: Title: Date: ________________ ."¢ -25768 Tbe'HNTB COmpanif!$ OmCES: Al!X.....'1MIA, VA; At."NA"'OUS,
1>10: ATLANTA, Ok AUSTIN. lX; SATON ROUGE, 1..\; aOSTON. MA. 􀁃􀁾􀁉􀁕􀀮􀁅􀁓􀁔􀁏􀁎􀀮􀀠sc: at.\lItE5TQ:-:, WV. CHICAGO. 11.; Cl.EVl::I..A.'10. OH; c::ou.n.rwS,OH; DAll.AS, lX: DlNVtR,
CO; ne:rnorr. />I': EtJ(INS, VIV: FAI'f(flfto. NJ: FT. wo;mt, 'I'Xo HAfm'ORD, 􀁃􀁔􀁾􀀠HOI.lSfON, T.lC; INPIANAPOUS. IN; 􀀡􀁾􀀢􀁅􀀬􀀠CA; K.\..'ISAS CnY, MO; "''IOXVlUf. TN; .....NSIl';"G.
MI: LOS ANGEl..ES. CA; 􀁴􀁯􀁬􀀮􀀢􀁬􀁓􀁖􀁊􀁾􀀬􀀠KY; MAO/SON, WI; MI""'fI, F1.; MILWAUKEE. Wi; MINNE......Oll$. MN: NASli'VfU..e, TN; Nf."!X' YOIU\, NY; OAK.1AND, CA; OJU.A....T.lO, ft;
O'II!JUAND f'AlU\, KS, Pl'(MOUTHM'EETlt.'G, 1',4,; PORllANP, ME: pOaT1.AND, OR; RALEfGH. r.-c: ST. WllIS,!>tO; SALT 􀁾crrY, uri $AN M"Wh10. TX; SA." BEK."W<D{l'r"O. CA: SAo.... 􀁦􀀧􀁒􀁁􀀮􀀮􀁾􀁉􀀩􀁃􀁏
􀀮􀀠CA:; SA", JOSE. c...;Sf.I'."t'rl..£. 1l"A: TAMI';\, FL; roLEOO, OK; WASHtNOlUN, D,c., 
ARAI'ANO ROAD EXTENSION PHASE II SURVEYOR BOULEVARD to ADDISON ROAD ESnMATEOFMANHOURS SUPPLEMENTAL AGREEMENT NO.3 Temporary Construction Easements Profile 1 1 1 4 1 2 I Details OeIaTl.
2 4 4 2 8 12 4 12 4 16 8 8 &Arapoho Removal 2 LA3 4 2 2 1_Labor-HNTB UJban Planning $1.294 ARS Surveying See Attached Proposal Gaw Engineering See Atlached Proposal Fee Summary .....
HNTB Engineering $8,328 GBW Engineering $8,690 Jad< Halchell • Rei"""", Signal Pole and Wiring $500 HNTB Urbal Plennlng $1,294 ARS SuMlJ\ng· Right Tum Lane on Marsh $3,147 Total $19,959

Arapaho Road Extension Final Design of Phase 2 Marsh lane Right Tum Lane at Arapaho· (GBW Engineers, Inc.) 􀁾􀁬􀀠􀁾􀀠.. MANHOUR PROJECTIONIESTIMATED NO. OF DRAWiNGS NO. DWGS. 1· • •
* • Assistant ProJect ACTIVITY Manager ProJecl MeetinQsiManaaement 4 Utllltv CoDIdlnallon/DIltiI Colldon Water Line Retocations Construction Seauencerrraffic Control 1 Striping Siorm
Water Pollution Prevention Plan Trartie Sianal Drafting 1 Bid Quantities. 1 OPinion of Probable Cost 1 Total Hours 8 Hourly Rate 45 .. Direct l.abor Cost 360 ProJect Design Engineer
l'echnlclan .. 4 . .2 2 2 2' 1 1 1 2 .. 1 2 8 12 41. 24 328 2SS CADD ODerator 2 8 4 2 '2 8 2 28 16 44'8 Clerical TOTAl. 4 4 10 12 9 3 3 9 1 7 1 5 6 62 16 96· 1520 ACTIVITY Survey Manaller
Survey Tech. Syrvey Crew TOTAL UliulV Survey 1 8 8 17 Hourly Rate 100 60 110 Direct l.abor Cost 100 4BO B60 .. ·1460 Direct Labor Cost $1,520.00 IndlreCt labor, Overhead (1.8775) $2,853.80
. ....... Subtotal $4,373.80 '. Profit and Contingency $656.07 SUrveying Expense $1 ,460.00 Dlrecl Dlrecl Expense 􀁾􀁯􀁯􀀮􀁯􀁯􀂷􀀠TOTAL FEE (Basic Services) $\689.87AssumpUons: 1. HNTB'wlII
fumlsh abase sheet for the right turn lane. 2. Rlght-of-waY!llld easement documents, If lequlred, will be prepared by olhers. 3, (*) No separate sheet required, 
.u ::>,A.R.S. ENGINEERS SURVEY COST esnMATE ... Phase 2...supplemental 0' '< 􀁾􀀠Project: SUM!!' ServIces tot Arapaho Road from Surveyor Blvd. To Addison Rd. 􀁾􀀠( 􀁒􀁬􀁧􀁨􀁴􀀮􀁔􀁵􀁲􀁮􀁾􀁂􀁡􀁾tot
nootIIbound Marsh to lIa'tbound Arapaho and Temporary Construction Easement on Arapaho' '" ., 􀁾􀀠ARS project No. 18O-!Jl1.G481 Task Ii ·2 m .... '" 2􀁾􀀠.-: 􀀮􀀺􀀻􀀭􀀺􀁾􀀺􀀮􀀱􀀢􀀻􀀺􀀢􀁾􀀺􀁾􀀧􀀠,',
,'<ii:, 􀁾􀀺􀀺􀀢􀁾􀀧􀀠􀁾􀀠􀀮􀁾􀁾􀀧􀀺􀀠'. 􀀺􀀻􀀻􀀺􀀻􀁍􀁁􀁜􀁩􀁪􀁪􀁪􀀡􀀺􀀡􀀮􀁴􀁩􀁉􀁬􀀺􀁾􀁁􀁔􀀮􀁅􀀢􀀢􀀠.:, ': ..::;:,;:1'/􀁾􀀠.',' 􀁾􀀠􀁾􀀧􀀺:,; ,. 􀁾􀀠􀁾􀀬􀀠: 􀁾􀀠m Abstr. SR SVY SVY 2
MAN 3 MAN 4 MAN 􀁾􀀠TASK actor RPlS TECH TECH CREW CREW CREW ADMIN '" 􀁾􀀠I 1 E>lend Topographic Inform.tion al SEC MaISh and Arapaho 4 4 2 Prnpare Parcel Plats and Oescriptions for
RIght Tum Lan. and 3 18 fort conslnJction .......nt on Arapaho 3 Silk., Roviud RIght of Way 2 4 4 Prlpare Oellverable! ( asdl file, Mlcrostation flle with points and 1 5 2 I\)-..Mtrostalion
topo file, Plals and DesCriptions slW\ed In blue Ink) g (XI (XI I\) '" ;. '. " a 0>---a a-0> -(XI • " "" .... "" 0> 􀀮􀁾􀁾􀁾􀀮􀁲􀁵􀁾􀀠􀁾􀀭􀁪􀁾􀁾􀁰􀁪􀀻􀁬􀁦􀀡􀁦􀁾􀁾􀀧􀀻􀀧􀀠􀀧􀁾􀀮􀀡􀀺􀀺􀁾􀀠􀁾􀁾􀁾􀁾􀁦􀁾�
�􀀨􀁾􀀻􀁾􀁾􀁬􀁊􀀡􀁾􀁾􀁾􀁾􀀹􀀠􀀻􀀻􀀮􀀧􀁇􀁾􀁾􀁔􀁪􀁻􀁲􀀡􀀷􀀧􀀠􀁾􀀠􀁾􀁾....􀁾􀀱􀀻􀀠Pag.l 􀁾􀀠05110101, 􀁾􀀠." <0'" '" I\)-'" 
AM. ENGINEERS SURVEY COST ESTIMATE Ph....2-SupplMnental "" Project: Survey Servlcu for Arapaho Road from Surveyor Blvd. To Addison Rei. .. ;:l.' .,. '" 􀁾􀀠( Rlght.Tum Bey" fern_bound
M_h to eastbound Arapaho and Temponlry Conslnlctlon Easoment on Arapaho' '" .14 mARS P....j.ct No. 160-86-0481 Task 6 'ZG> $ $3,146.50 2 MAN CREW 3MAH CREW ADMIN • " H Z Hl :D '" 􀁾􀀠'"
... -.j a'" '" '" '"W -a '" --o o-'" (1)."a::: 􀁾.,." Page 2 05/10101 IQ.. W-W